The URL can be used to link to this page

WS-15-932Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232965 Permit Number: WS -4-15-932 Scheduled Inspection Date: May 01, 2015 Inspector: Rodriguez, Jorge Owner: FABRICIO M DE FREITAS, MARCIA H Qf'o2-ce Job Address: 80 NW 92 Street Miami Shores, FL 33150 - Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1131010160090 Contractor: BAYVIEW WINDOWS & DOORS Phone: (305)278-3615 dunaing uepartment comments INSTALLATION OF HURRICANE WINDOWS 11 Infractio Passed Comments WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid April 30, 2016 For Inspections please call: (305)762-4949 Page 11 of 38 Project Address Parcel Number Applicant 80 NW 92 Street 1131010160090 MARCIA H BORGES FABRICIO II Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell MARCIA H BORGES FABRICIO M DE 3215 NE 184 Street --- — - NORTH MIAMI BEACH FL 33160- 3215 NE 184 Street NORTH MIAMI BEACH FL 33160- Contractor(s) Phone Cell Phone BAYVIEW WINDOWS & DOORS (305)278-3615 e of Work: INSTALLATION OF HURRICANE WINDOWS 1 of Openings: 11 litional Info: ssification: Residential Scanning: 1 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NW CCF Miami Shores, FL 33138-0000 o Phone: (305)795-2204 DCA Fee $3.15 Project Address Parcel Number Applicant 80 NW 92 Street 1131010160090 MARCIA H BORGES FABRICIO II Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell MARCIA H BORGES FABRICIO M DE 3215 NE 184 Street --- — - NORTH MIAMI BEACH FL 33160- 3215 NE 184 Street NORTH MIAMI BEACH FL 33160- Contractor(s) Phone Cell Phone BAYVIEW WINDOWS & DOORS (305)278-3615 e of Work: INSTALLATION OF HURRICANE WINDOWS 1 of Openings: 11 litional Info: ssification: Residential Scanning: 1 Fees Due Amount CCF $6.60 DBPR Fee $3.15 DCA Fee $3.15 Education Surcharge $2,20 Permit Fee $210.00 Scanning Fee $3.00 Technology Fee $8.80 Total: $236.90 Valuation: $ 10,678.00 Total Sq Feet: 216 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # WS -4-15-55262 04/28/2015 Check #: 1870 $ 236.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV 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 , ni Euthegmre, I authorize the above-named contractor to do the work stated. April 28, 2015 Owner / Applicant / Contractor / Agent Buildin-§ Department Copy April 28, 2015 BUILDING PERMIT APPLICATION Miami Shores Village Building Department AFF 202015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 y' a Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 0 Master Permit No. 'N S 6 S o 93Z Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION QRENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 80 NW 92 Street City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#:11-3101-016-0090 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Marcia Borges Phone#: 908-548-5179 Address: 80 NW 92 Street City: Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Bayview Windows 8& Doors Inc. Phone#: 305-278-3615 Address: 12105 SW 129 Court #104 City. Miami State: FL gip: 33186 Qualifier Name: Don Richard Boyd Phone#: 305-278-3615 State Certification or Registration #: SCC131151186 Certificate of Competency #: DESIGNER: Architect/Engineer: Carlos M. Perez P.E. Phone#: 786-242-1720 Address: 9420 SW 112 Street Cit,. Miami State: FL Zip: 33176 Value of Work for this Permit: $10,678.00 Square/Linear Footage of Work: 216 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Installation of Hurricane! Impact Resistant Windows Specify color of color thru the:, 01 Submittal Fee $ Permit Fee $ 0 10 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 900 - 9 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all 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 suched notice, the inspection will not be approved and a reinspection fee will be charged. /r / I Signature ' Signature A OWNER or AGENT CONTRACTOR The fore ing Instrument was acknowledged before me The foregoing instrument was acknowledged before me this ----� day f 20A ( by d_� day of 20 , by f® 'Lwhois personally know o who is personally known to me or who has produc d or who has produced . as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: w1nTA0V DI Inl Ir. Print• Print: o. �, Seal: a o MY COMMISSION # EE 86078r SP #Y °t� Notary Public State of Florida * * EXPIRES: February 15, 2017 �n Joanna M Feliciano R TtauU Btt y SINS :� y, 3� 4�� RAY Commission FF 082753 Expires 01/12/2018 TO APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) _ ......... .... ..... _... __..._...... RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SCC1311511M The GLASS AND GLAZING CONTRACTOR Named DelOW 15 CERTIFIED Under the provisions of'Chapter 489 FS. Expiration date: AUG 31, 2016 BOYD, DON RICHARD BAYVIEW WINDOWS & DOORS INC 12105 SW 129TH COURT#104 MIAMI FL 33186 ISSUED: 06/01/2014 DISPLAY AS REQUIRED BY LAW SEoa 0406010003012 Local Business Tax Receipt Miami—Dade County, State of Flori a THIS IS NOTA BILL - DO NOT PAY 7020779 LBT BUSINESS NAME&OCATION RECEIPT NO. EXPIRES BAIMEW WINDOWS $ Door INC RENEWAL SEPTEMBER 30, 2015 12105 SW 129 CT 104 7296791 Must be displayed at place of business MIAMI R. 33186 Pursuant to County Code Chapter RA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS 1196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED BAYVIEW WINDOWS $DOORS INC BY TAX COLLECTOR Worker(s) 2 SCC131151186 $75.00 07/14/2014 CREDITCARD-14-026891 This Local Business Tex Receipt only costes payment of the Lail Business Tao. Us Recdo is not a Berne, psm t, or a carNfication of do holder's Qnali6catons, to do basiamm Rwdor area comply wird any govenoneotai Of nongovernmental regulatory t we awf repnanaats which apply to the badmas. The RECElPr N0. above most be displayed on all commercial vehicles - IAlar d -Dade Code Sec 8e -E18. For more information, visit Alllk. '® CERTIFICATE OF LIABILITY INSURANCE DATE 04/177/i20�'5 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 certificate holder is an ADDITIONAL INSURED, the pollcy(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 lieu of such endorsement(s). PRODUCER A&A Underwriters, Inc. 8778 SW 8 St Miami, FI 33174 CONTACT NAME: PABLO M CONDE PHONE 5-220-7447 a Noj: 305-220-4821 E-MAIL pmc@aaunderwdters.com INSURERS AFFORDING COVERAGE NAIL S INSURERA: North Pointe Insurance Company 000317 INSURED INSURERS: RetailFirst Insurance Company 10700 Bayview Windows & Doors Inc. 12105 SW 129th CT Suite No. 104 INSURER C: INSURER 0: INSURER E: Miami FL 33186 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICMIY EFF MDD POLICY EXP M/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE x OCCUR 3093002531 05/10/14 05/10/15 DAMAGE TO REN 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑ PET LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LUU3ILITY COMBINED SINGLE LIMIT $ Ea a.dd.rd BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ Per Pa�RTY DAMAGE $ NON -OWNED HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/DCECUTIVE ®N OFFICERIMEMBER EXCLUDED? (Mandatory In NH) NIA 520-44207 03/22/15 03/22/16 X PER OETR E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOder $ 1 +000+000 ESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached M more space Is required) License # SCC131151186 State Certified Glass & Glazing Contractor Installation of All Types of Windows & Doors. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. Tel: 305-795-2204 AUTHORIZED REPRESENTATIVE Fax: 305-756-8972 ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25 (2013/04) The ACORD name and logo are registered marks of ACORD FEs 1.0 2014 WIND CALCULATIONS 80 N.W. 92 STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY 29 -4 r RLOS M. E;R ,P.E "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112TIi STREET, MIAMI, FIORidA 33 176 TEL (786) 242.1720 - FAx: (786) 242-4399 STt�UCTURAL ENGINEERING CONSULTANTS, SNCPROJECT C IhANVAA 9420 S.W 1 12TH STREE? SHEET N0. MIAMI, FLORIDA 3 3 ! 7 6 DATEU TEL (166) 242.1 720 • FAX 78b' 242.4399 "E RS ;L ± 0,1 DESIGN CALCULATIONS COOS', A 5CE :?-10 e NNINo Voc7 = I�-5 M PH lExPOSQRE com,;oRy = G P;t 5 K G ir-( 01 = -IM • Kd = �,00 � Kit- �, 00 •VfLoc7 PRE55.DFO&aE co .CK�,i= 0,g5 am (,Fao-M8kC-30,3-1) • Roof s�-v PE ^ 3 /17, • 6L->.- ",-q"o7 NARR0 yje6T D1 r�1, - 35 2'r • MW-A',i AODM' K Ir4 �t-r (}) � z l 51 r t • q (CoRN�i D15�n>c,F �pR �� 5i a= ox55�2'�- 5 y q INDCW S CRrf f ,Q -!W `G PSF PLL � SVcT�O RL1- J it pS F Miami -Dade County Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 80 N.W. 92 Street, Miami Shores, Florida RE: Windows Units Design Wind Pressures Dear Sirs: January 29, 2014 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4):51.lpsf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf NOTE: "Zone S"pressures are applicable to openings that are within 5'-2" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: 11 * Building Mean Roof Height: 13'-0" * Exposure Category: C * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shou happen o have any questions or concerns regarding this or any other matter, please do not hesitate to contact,, Sineer4ly;, SWCTURAL IIVEERING CONSULTANTS, INC. (E.B.#: 007781) 1429/14 C ' os.M. Perez, )? ., Structural Engineer FL: E:#',..5 8441' .°'YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MiaMi, FloRida 33 176 TEI: (786) 242-1720 - Fax: (786) 242-4399 NF MIAMI-DADE UNTY, FLORIDA PRODUCT CNTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2 'h Street, Room 208 AFFAIRS {PERA} Miami, orida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 V(786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www. mlamkta'le.aov/Dera/ PGT Indnstrim Inc. 1070 Technology Drive North Venire, 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 I through I 1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shat I 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. MIAM DARE COUNTY �� NOA No. 11-1114.04 + Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page I j NIZIndustrits, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA -'s No.'s 07-0815.09 and 06-0445.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I 1 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. 0 7-081S.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) Jaime D. Gawp -b, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 ?GtT Indtistri.�S, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural prepared by PGT Industries, Inc., dated 10/26/06, Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 analysis, complying with FBC, signed and sealed by Robert L. D. QUALITY ASSURANCE I. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) "Lal- Jaimen, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E-2 Approval Date: February 16, 2012 PGT Ihdustries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, 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. qJa�eD.Ga�sconP�.B. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 E-3 Approval Date: February 16, 2012 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. 5116" LAM[ 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) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PRODUCTREVISSD C. 511W LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. m congibft with Um FbW& D. 7/16' LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP 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. SHEET GENERAL NOTES ............. 1 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 316" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A GLAZING DETAILS_.......... 2 DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 H. 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5118" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE VERT. SECTIONS ............. 5 HORIZ• SECTIONS .......... » 5 OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 I. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS EXTRUSIONS ................... 7 CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 8-11 J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN _ it • No. 58705 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. _ u" :. rsT,� �: K. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. or•1wr L.13/16" LAMI IG: (1) LITE OF 1/6" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS I=TECIpIaLO6 WINE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. S. 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. PRODUCTREVISSD m congibft with Um FbW& 5. SHUTTERS ARE NOT REQUIRED.CnI r 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. B 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 040721.01, 034225.05 _ ANSUAKPA NDS -2005 FOR WOOD CONSTRUCTION t 1111 I ADM -2W5 ALUMINUM DESIGN MANUAL lyl, B. THIS PRODUCT HAS BEEN DESIGNED $ TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY • �GENSF ''•• HURRICANE Z0ftE (HVHZ� �~. _ it • No. 58705 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. _ u" :. rsT,� �: or•1wr !. 10/f7/1f E FBCTOfOCODFCXANOE I=TECIpIaLO6 WINE GENERAL NOTES ' �NoW_.a' • Float)p• `C��.` _ TORE MMMM@ _ I 34M., � ALUM. HORIZONTAL ��I SI rc anams c sv�voTonrorEs> Notee7vcuaMrr�r PaeQx�,aae t=OMIE. FL3W4 ROLLER WINDOW IMPACT O��N�A��L�?`�• A 1.vw Ulu' k PE. P.e. ans 04v `K ✓-L amw y(*/�j, $ .,.r aer tr, — — ►avno NTS 1 r !1 4127-10 E 12' NOM. GLASS BITE f 60 ,61,62 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS VY NOM. GLASS SITE 66,67,68,69,70,71 V 118' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116` LAMINATED 5116" OR 318" AIR SPACE 1/8" OR 3116" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI G12" NOM. ] EXTERIOR INTERIOR GLASS BITE (ALL SECTIONS) 63,64,65 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3116"ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS VY NOM. GLASS BITE f 72,73,74,75,76,77 �f 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLU71A OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18•' LAMINATED 3118" OR 114" AIR SPACE 118' Or 3116" ANNEALED OR TEMPERED CLASS ,& 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Qp 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 TO REMAIN UNCHANGED. PA.1670 NOKOIAI$, R 314x4 ILUM. HORIZONTAL ROLLER WINDOW i ::I-- A 2 + 11 -4127-10 PRODLKTRBVISM m complying with Uro Rloxids BufldfnCcdo4 D60o Mimpl lDede . �`I`.•''�cENSF ''•.'� k 5877005�� Sax1E A. LRE P.E.s66r06 TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 3/8" 48" 60 518" 64" 80" 83" D Q 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -W.0 +60.0 1 -80.0 +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 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT GLASS HAVTYPEE G - LSHALL HAVE A 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 -51.7 171" A, B,G, H +60.0 -60.0 +60.0 1 -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 TEMPERED I.G. GLASS UP TO 111" C,I +60.0-60.0 CAP. BOTH THE DP AND ANCHOR UP TO 111" D,E,F, J,K,L +75.0 -75.Q QUANTITY REMAIN UNCHANGED. TABLET XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" W. 38 318" 48" 60 6/8" 64" W. 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 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 mR �wx�Fmria" A"`Fp _ ;' No. 58705 - - STATE : • ��: � T'•..FLOInO.:'�C!�� '��`�S'S/ONA�- `��• a t418dXU70b E UP TO 74" I,J,K L +75.0 75.0 GLASS TYPES: TEST REPORT FTL-4858 (XO)9, FTL4859 (OX & )(0) AND FTL-5330 A. 5(16' LAMI - (1/8' A, .090,1/8" A) B. 5116" 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, 3116" A) E. 7/16" LAMI - (3116" A. .090, 3/16" HS) F. 7/16" LAMI - (3/1(" HS, .090, 3/16" HS) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 318" AIRSPACE, 5/16" LAMI - (118"A, .090,118"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI 1137-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5116" LAMI- (1/8'HS, .090,IIWHS) J. 13116" LAMI IG-1/8" OR 3116"A (MIN.), 3/18" 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 - (3/167A, .080, 3/1("HS) 1-13/16" LAMI IG-1/8" OR 3/16"A (MIN. , 3/16" OR 1/4" SPACE, 7116" LAMI - (3(16"HS, .090, 3116-HS) J./. 1 1410711 E NOCHANGE7Hi66H9MT told rECNNmoor ortn� Nd(OW8.FL307T8 P.O.egx1529 Fl 3v�a DESIGN PRESSURES J.R 861 DADDED /G CAP 706ETEEPERED +90FINDTE +." SUM HORIZONTAL ROLLERMNDOW,IMPACCT F.K 41007 C ADDROEGRALFINOPTM&t#ATEA67UElSW472DPo Fx .L.L WawNoxon�. VldL (7 BMWHR710 NTS 8 + f 1 4fa710 E 27 3/8' MAX. DLO VENT 54 6118` MAX. OLD FIXED Fes—- - 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 9/16' MAX 33 9/16' MAX DLO FIXED C— DLO VENT 57 3/8•' MAX DLO ALL FIXED LITES F 73' MAX WIDTH I.F. FRAME — -� 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 58" MAX. DLO ALL VENTS I I 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX FLANGE FRAME ALL CONFIG. 27 3/8' MAX. DLO VENT a.- x 27 318' MAX. DLO FIXED 0 I� 85 7/18' MAX. WIDTH I.F. MAX. WIdTH FLANG 86 7/16" E FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET �AT HEAD AND SILL D D I.F. FRAME PRODIA.'rREWSQD m with dw Poorida SuDding CodeNMo QC� M Co 1 13 FLANGE FRAME LYNN M/t((��.,�� ` 4'r�'��GENSF�'•.W VIEW D -D (FRAME CORNER CONSTRUCTION) = ` No.58-105 _ I"a__: gip: oTEatNMaarrxave ITFIk ATIONS :Q' t=OW%FL 34= ,NRltO N7are ��FLORtO ALUM. HOWOWAL ROLLERWNDOW s/ONA%o.eqx=71NO.R;]74 t1 '-"-412-10 AI' P� P.E. . `�• MAX HEIGHT FLANGE FRAME MAX U SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR —� i— MAX. FIXED DLO — 4 MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) f� MAX. FDCED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME) 'MN0606Y n NOX r= NOIfOl08, FL Un rd �■7' NPOKO.-! / V,a6 BOttm HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW II °''•� —trror IW1t0 hW S r 11 4127-10 MAX. VIEXT DLO RHVISM g wm Wo F/amide i ` * No. 58705 O STA EGF A LYMI M¢LER, P.E. p"am IrnMtl DWG# REV DESCRIPTION I MAT'L PGTW IIFAt DWCdI R DESCRUnVN MATE I PG1r# 1 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13!16"LAMIIGI/8"A IN. 3/8"AIRSPACF,5/l6"LAMI 1/8"A 1/8'A 2 1 4025 SASH STOP STD. ANTI UFT CUP 6063-T5 AL 612244 67 13/16° LAM[ IG-1/8"A .090PV13 IN. 318° AIR SPAq, 5/16" LAMI 1/8'A .090 PVEI, 1/8'HS 3 #8 X 3/4 PH. PAN HEAD 7834AA 68 13116' LAMI 1G1/8"A IN. 3/8" AIR SPACE, 5116' LAMI 1/8'HS .090 PVE1, 1/8"HS 4 4053 SASH STOP COVER SASH STOP 6063-TS AL 69 13/16" LAMI IG3/16'A M. 5116' AIR SPA 5116' LAMI I/8•A .090 I/8'A 6 4136 FLANGEFRAMESILL 6063-TEAL 64136 70 13116" LAMI I0.3/16"A IN.), 5/16" AIR SPA 5/16• LAMI 1/8"A .090PVB JIVIJ 7 4137 SILLADAPTOR 6063-TEAL 64137 71 13/16'LAMIIG3/16'A IN. 5/16"AIRSPACG5/16"LAMI 1/VM,.090p I/8"HS D 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 13/16" LAM11G1/8"A IN. 1/4' AIR SPA CE, 7/16• IAMI 16'A .090 PVE1. 3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMIIGIIVA M IN.1 1/4'AIRSPA CE, 7/16•1AMI 16' A_090 PVB, 3/16'H 12 1626 JADHFSIVEOPEN CELL FOAM PAD 7PAD1626 74 13/16" LAMI IGI/8'A IN.),1/4' A IR SPA C7/16" IAMI /16"HS,.090PVB 3/16"H3 13 4002 A FLANGEFRAMEJAMH 6063-T6 AL 612225 75 " 13/16' 1AMIKi3/I6'A 3/16'AIRSPACE 7/16' LAMI 3/16'A,.090PVB 3/16'A 14 4134 GASKI I' PUR MAIN FRAMESILLJUIN'P 7g134W/K 76 13/16" LAM11G3/16"A IN.), 3/16" AIRSPACA 7/16' I.AMI 3/16"A .090PVB, 3/16-HS) IS 1155 #8 X 1.000 QUA[) PN. SMS 781PQA 77 " 13/16" LAMI R'r3/16"A MIN. 3/16" AIRSPACE, 7/16' LAM1 3/16"HS .090PVB, 3116 HS 16 4110 G SCREEN ADAPTOR 6063-T5 Al. 64110G 90 1014 SCREEN FRAME(HOY, & VER. 3105-H14 AL 17 4054 B FIXED MEETING RAIL 6063HD-'1'6AL 64054A 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 19 4066 WSTP..187 X 230 FM SEAL 64066G 92 1631 SCREEN OORNIRKEYW/OUTRWQS POLYPROP. — 21 4105 SASH TOP &BOTTOM RAIL 6063-T5 Al. 612240 93 1073 SCREEN SPRING STST. 94 1624 SCRINSPUNE-.135 DIA. FOAM Em PVC 22 1683 WSTP.,.250 X.270 BA CK, FIN SEA L 616830 95 1635 SCREEN SPUNE-.135DIA.HARD EM PVC 23 24 29-1 226 ROLLER HOUSING& GUIDE BRASS ROIA.FR WHEELS BRASS 42112HD 713RWHL2 96 SCREEN 2.710 2'( •062 41 I.F. FRAME HEAD 04138,6083-T8 2.784 �—.062 31� ,062 L�,.586 4S I.F. FRAME JAMB #4141, 6083-T6 L2.710-j5870542 I.F. FRAME SILL .#4140, 6083-TS O31{ 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SAS14MEMWGRAIL 6063HS-T6 AL 64006 33 1235 1 WSTP,,.170 X.270 BACK, FIN SEAL 67S16G 35 I- ISWEEPLATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASHSIDERAIL 6063-T5 AL 64126 38 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683E 39 7070 BULB WEATHERSTRIP.187X275 67070K 40 LIFT RAIL COVER CAP 74078`C"LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 1.F. FRAMESILL 6063-T6AL 64140 43 4141 I.F.FRAMEJAMB 6063-T6 AL 64141 PRO1H1C7 RGVISBD fl wuang With dw Florida nalwm nc aao tenor No D Zo/6 Mirow P act Cam + t+++ 50 GLAZING SIUCONB, DOW 899, 995 OR UIVALENT 51 1224 VINYL GLA ZING BEAD BUL13(MCK 6Tp247W,K 52 1225 VINYL GLAZING BEAD BULB 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLAZING BEAD-5/16" W/GRIU.KIT 6063-T5 AL 644703 55 4222 A GLAZINGBEAD-7/16" 6063-TS AL 64222 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI 118" A_090 PVB 1/8" A 61 " 5116" LAMI 118" A_090 PVB 1/8" HS ``\ONy LYNN �IcrNSF '• :$p _ * : No. = � �_• o . �r(12 : X_ 62 5116" LAMI U8" HS, .090 PVB, U8' HS 63 " 7/16' 1AMI 3/16" A .090PV%3/16" A 64 7/16"CANT 16`A,.090PVB,3/16"HS 65 " 7/16" LAMI 3116" HS, ,090 PVB, 3/16" HS J..L FO T HL toto,tpp4ottxt antve Norte. FL 340M P.O. Nacwee. rt 3W4 -�- PARTS LIST arc ALUM. HORIZONTAL ROLLER WINDOW IMPACT 0167/11 .,• OF - .n p ,2: FLORID- ':S,S/ONA� eoG A. PF. JR • 820111 a ADDED 70 BLABS TYPES Fx e%IbD7 C I7Fd1St1 4?34S »� are F.K T/2m " SOB Vjtij, g� "++*4+ NRno NTS x." B + 11 4127-10 E .082 U 73 11 1 73 Imo --2.710 O FLANGE FRAME HEAD_ #4102A,6063 -T6 1 --II---.062 .490 �►-1.451 O SASH STOP #4025, 6083-T5 0.062 1.349+{ 21 SASH TOP & BOTTOM RAIL #4133,6063-T5 050-+--678 1 1.0m _-�,-T O GLAZING BEAD, 5/16- 44044B, 6063-T5 (USED W/ GRILL KIT) 1.j22 J11LL� 1 2.710 O FLANGE FRAME SILL #4136,6063-T6 061 1 .437 F1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 .062- 1.081 o6z 1.091 32 SASH MTG. RAIL #4005D, W63HS-T6 L .6778 1.096 -i+-�T 55 GLAZING BEAD 7/16" #4222A,6063 -T5 b TECHNOLOGY ORM NOKOMM. FL 30476 PA. BQX 1644 NOKOMIB, FL 34470 1.187 �+ 3.190 ('7l FRAME SILL ADAPTER �J #4137, 6063-T6 T 1.403- I 17 FIXED MEETING RAIL #4054B,6063HD-T6 2. 8 �9 .OB .291+ I 37 SASH SIDE RAIL #4126,606-3,T5 � . � 1.115 1 -T 56 GLAZING BEAD, 7/16" 118860,6063-T5 (USED W/ GRILL KIT) O SASH STOP COVER !#4053, 6083-T6 I----- 2.784 1.363 .062 13 FLANGE FRAME JAMB #4002A,6063 -T6 8 .678 1.096 —T 53 GLAZING BEAD, 5/16" #40388,6063-T5 .683 1� 050 �—►� 1.097 59 GLAZING BEAD, 13/16- 04087.6083 -T5 3/16"04087,6083 -T5 7 all 1 4127-10 PRODUCT RUVISUD m cMpt h a with lice florid" "d6rg iCo& =Dab o �,i,1111 t 4f,' No. F�j��F''P'�: ' * ' No. 58705 MtP ''OAF ' • •!cC OR1D�`. •' • G\�� A LYNN ME P.EJ 667 kNCHOR QUANTITIES, XOX 1!4-1/2-1/4 WINDOWS TABL GLASS TYPES A,B,C,G,H,1 GLASS TYPES O,E,F,J,K,L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CDNC 2.3.WOODA 2. CONC I 1, CONC & SUBSTRATE I ZONES R I 7nwR I wxuFA WINDOW SIZE H HEAD & SILL 63.125x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1 -C2+.1 1+C2+1+C2+1 1+C2+1+02+1 1 + C2+ 1 +C2+ 1 60.000x 36.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1' 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 74.000x 36.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 84.000x 38.376 48.000 50.626 54.000 60.000 63.000 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 1+C2+2+C2+1 106.375x 36.375 48.000 50.625 54.000 60.000 83.000 1+C2+2+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C3+3+C3+1 1+C3+3+C3+1 1+C343+C3+1 111.000x38.375 48.000 50.625 64.000 80.000 63.000 1+C2+3+C2+1 1+C2+3+C2+1 1+C2+3+C2+1 1+C3+3+C3+1 ; 1+C3+3+C3+1 ; 1+C3+3+C3+1 : HEAD & SILL HEAD 11 SLI g HEAD & S81 HEAD & SILL HEAD & SILL 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 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 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NC2+1+C2+1 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1,3 t�C,,' C2,1 3 1+C2+I+C2,1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 NC2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 11+C2+14C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 3 NC2+2+C2+1 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1�C3+1+C3+1 1+C2+1+C2+1 2 1-C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C3+2+C3+1 i+C2+1+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 2 NC2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1' 1+C2+2+C2+1 3 1+C3+2+C3+1 1+G2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 1+C2+2+C2+1 C2+3+C2+1 2 1+C2+3+C2+1 2C2+3+C2+1 1+C2+2+C2+1 C3E 3 f3l+ 1+C3+3+C3+1 3+C2+3+C2+11+C2+2+C2+1 C3 3 1+C3+3+C3+1 3C3+3+C3+1 1+C2+2+C2+1 C3+3+C3+1 3 1+C3+3+p+1 311 C3+3+C3+1 +C2+2+C2+ 1+C2+2+C2+1 1+C2+2+C2+1 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G8) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 5/18' LAMI - (1/8" A,.090,1/8" A) 0,1/8' HS) HS..090,118' HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/18" LAMI - (1/8' ,. B. 5/16" LAMI - (1/S' TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/1W LAMI - (3/18" A,.080, 3/16' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18' LAMI - (SMW A,.090, 3/16' HS) F. 7/16' LAMI - (3/18' HSASO, 3116' HS) G. 13116" LAMI IG - 1/8" OR 3/16' A (MIN.), 5116' OR 3/8' SPACE, 5116" LAMI - (1/8" A..090. 11W A) H. 13/16" LAMI IG - 1/8' OR 3/16' A (MIN.). 5116" OR 3/8" SPACE, 5/16" LAMI - (118" A,.09% 1/8" HS) I. 13/16' LAMI IG - 1/8" OR 311W A (MIN.). 5116" OR 3/8" SPACE. 5/18" LAMI - (1/8' HS,.090,1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16` A,.090, 3/16" A) K 1:3/16" LAMI IG 118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116- A,.090, 3/16" HS) L 13/16" LAMI IG - 1/8" OR 3/16-A (MIN.), 3118' OR 1/4' SPACE, 7/16" LAMI - (3/18" HS,.090, 3116" 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" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X 1+C3+4+C3+1 3 rANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 1+C4+3+CA+1 3 25 3/4' max. [--3" MIN. 9- REF. 1+C4+3+C4+1 3 TT Xrr��- O X 1+C2+4+C2r1 2 T y� 1 �_.-- -- 1+C3+4+C3+1 3 MTG. RAIL, TYP.J 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1+C4+4+04+1I 3(SHOWN IN TABLE KEY ABOVE) 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1 1+C2+4+C2+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+(2+3+C2+1 3 1+C3+4+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 11+C5+4+C5+1 1070 TECHNOLOGY F34 DRIVE RED +30FTN07L� NOxOMGS, FL 34M ��"��►► UM DUE TO ANCHOR CAP. AML P.O. sgx 16n NOKCWS, FL 34774 R 25 314' MAX. 1 1/2' TYP. I�--3` MIN. W RET - F. X O X I MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS !mI ANCHORAGE SPACING. XOX (1/4-1/2-1/4) "Wo I NTS1 8 all 1 4127-10 1 E PRODUCT REVISLD . rnmplying with the Florido Du6dxtg Code _ _ , , _ +11111111/,h ��ONY LYNN ��ii Q��•' �}CENSF'•. �tcp * No. 58705 O a. �El&A" t"ONAL ti?�`� 1 LYNNINI� P.E. P.E./ wms ANCHOR TYPE & SUBSTRATE - ----- --- --- •----••------....._..,. GLASS TYPES A,B,G,H GLASS TYPES C,D,E,FJAIC, L NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: D A. 5118" LAMI - (1Ai' A,.090,1AY A) � FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/18" LAMI - (118' &AM,1A3' HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/1(" LAMI - 0/8' HS,.090,1A3" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/18" LAMI - (3/16' A,.090, 3118' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7116' LAMI - (3/16' A,.090, 311(" HS) F. 7M6' LAMI - (3/18' HS,.090, 3118` HS) G. 13/16"LAMI IG - 1/8" OR 3/18' A (MIN.), 5/16" OR 318" SPACE, 5/19-LAMI- (lArA,.090, 1/frA) H. 13/16" LAMI IG - 1/8' OR 3/16" A (MIN.), 5116" OR 318" SPACE, 5/16" LAMI - (1/11"A-090. 118" HS) I. 13!16" LAMI IG - i/8" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 118" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3118" A) K. 13/16" LAMI IG - 118" OR 3116" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" HS) L. 13/16" LAMI IG . 1/8" OR 3116" A (MIN.), 3116" OR 1/4" SPACE, 7/18" LAMI . (3/16" HS,.WO, 3116" 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 8 SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. TABLE KEY: X O X - 1+C3+1+C3+1 3 �--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS(1)ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 314" MAX. --II' -3" MIN. - D 9'REF. --60.000 - PRODUCE RCVI!%0 as oom in ut1411m F1oriJn MTG.RAIL,TYP. PIY e EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS50.625 (SHOWN IN TABLE KEY ABOVE) Eanr 25 314" MAX. 1/2'TYP. --P 1---3- MIN. '1011 1 I 'to, �' y LYAIN 9. REF. X O `�� ON,......•,41/�� i� - * No.58705 RAIL, EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 tr °" % O •. STA F ' ANCHORAGE SPACING XOX 113-1/3-1/3 '•!�[ORLOP.•'' •\��` >� ... ALUM. HORIZONTAL ROLLER WINDOW IMPACT ��'ONAL E�G�� /7+I +1 ee.reet wr re �ti0► 1", 0. LYNN I 1 j 1 P.E. HR710 NTS 9 + 11 4127-10 E P.E.0 mm 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES DONES ITV[ vSILL612E 11 HEAD 8 3HEAD &SILL HEAD 8 SILL ' HEAD 8 SILL HEAD 8 SILL HEAD 6 SILL 46.000x 36.375 48.000 50.825 54.600 60.000 83.000 1+C2414C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C241+C2+1 2 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 C 1 C2 1 3 1+C2+1+ + 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H 2+ * a C2 1 3 1+C2+1+( +1 3 1+C2N+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+C241+C2+1 3 1+C2+1+C2+1 3 1+C2i1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+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 1+C2+NC2*1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+ 1+C2+1 2 1+C2+1 -C2+1 2 i+C2+1+C2+1 2 1+C2+ 1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C24'I+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 3 1+C2+1+C241 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 +62 -i 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2N+C2*1 3 1+C2+1+C2+1 3 1+C2a1+C2+1 C3+1 3 1+C2 -1+C2+1 3 NC2+1+C2+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 C3+1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+NC2+1 C241 2 1+C2+1+C2+1 NC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 C2+1 3 pC3+ 1+C2+NC2+1 402+1+C2+1 3 NC2+1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 2+1 3 1+C2+NC2+1 +C2+1+C2+1 3 1+C2*1+G2+1 3 1+C2+1+C241 3 1+C2+NC2+1 C3+1 3 1+C241+C2*1 +C2+1+C2+1 3 1+C2+NC2+1 3 1+C241+C2+1 3 1*C2+1+C2+1 3+1 3 1314C2+1+C2-1 1*C241+C2+1 +C2+1+C2ii 3 1*C2+1+C2+1 31+C3+1+C3+1 3 NC2*NC2*1 3 1+C3+1+C3+1 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 +C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 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 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+C3+1+C3+1 3 1+C2+1402+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11 +C2+14C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+C3+1+,3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.ODO x 36.375 48.000 50.625 54.000 1+C2+NC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+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 1aC3+1+C3+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 1+C3+1+C3+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3--63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.000x 38.375 48.000 54.000 W-000 63.000 14C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2414C2+1 2 1+C241+C2+1 3 1+C2+1+ C2+1 2 1+C2+1iC2+1 2 1+C2+1+C2*1 3 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C241 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C241 3 1+C3+1+C3+1 3 NC2+14C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C241 3 1 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 86.437 x 38.375 48.000 50.625 SCOWM+C3+I+C3+1 60.000 63.ODO 1+C2+1+C241 2 1+C2+1+C2+1 2 1+C2+1* C2+1 2 1+C241+C2+1 3 1+C2+1+C2+1 2 1+( +1aC2+1 2 1+C2+1aC2+1 3 1+C2+1+C2+1 3 1aC2+1+C2+1 3 1+C2+1+C2+1 3 1+Cx+1+C2i1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1+( +1+0241 3 NC2+1+C2+1 3 1+C3+1+C3+1 3 1+(x+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1+C2+I+C2+1 3 1+C3+1+C3+1 3 14C3+1*C3+1 4 1+C3+1+C3+1 3 1+C4+NCA+1 a J..L 1QH7/lY I E NOpiAN@ET►038HEF7' D D'ED Ki CAPTOBETEAVERED +30FTN07E C MM47ETABLEASELECTVALUESDUETOANCHMCAP,AW. J.L 9evw 10701ECHNOLOGY Dan N�COws, FL 30275 P.O.69xIM NDXCUM. R 34274 JJi 8/2WWII FJC b1N07 ms FJL .4/2BID8 ANCHOR QUANTITIES, XO & OX WINDOWS °�'�" ANCHORAGESPACING, OXANDXOW/NDOWS ar :�0.'•. STA F� ((/�� (ORIDP.•� ,o7o7Ecr21aoaronNe JJt 8xwf D ADD IGa4PTOBETEMPfRED +30FTNOTE NOKOMI8.7i31216 TABLE 6 NOTES: 1' ANCHOR TYPES. 1 - 1!4' ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (GS) z.GLASS TYPES: A. 5/16" LAW - (118" A..090, 11WA) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5118• LAMI - (118" A,.090, VW HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/18" LAMI - (118" HS,.090, 118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/18` LAM[ - (3/18" A,.090, 3H6' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI . (3116" .0,.090, 3/18' HS) F. 7118" LAMI - (311(r HS,.090, 3116" HS) G. 13118' LAMI IG -118" OR 3116' A (MIN.), 5118" OR 31W SPACE, 5/16" LAMI - (1/8" &.090, 1/6'A) H. 13/16" LAMI IG - 118" OR 3/18" A (MIN.). 6116" OR 3/8' SPACE, 5116" LAMI - (1/8' .0,.090, 118' HS) I. 13/16" LAMI IG - 118" OR 3116" A (MIN.), WEI" OR 3/8" SPACE, SAW LAMI - (118" HS„090,1/8" HS) J. 13/16'LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/18" LAMI - (3118' A,.090, 3118' A) K. 13116" LAMI IG - 1/8" OR 3/18" A (MIN.), 3116' OR 114" SPACE, 7/18" LAMI - (3/16' A,.090, 3116" HS) L. 13116" LAMI IG . 1/8" OR 3116" A (MIN.), 311W OR 1/4" SPACE. 7116" LAMI - (3/16" HS,.090, 3118' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WININDOWOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314" MAX. FROM CORNERS. JAMBS: e" MAX. FROM CORNERS AND 211/2" MAX.O.C. TABLE KEY: O x 2+C3+2 3 ANCHOR QUANTITY PER JAMB - HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) �18 3/4" MAX. -►{ [--3- MIN. 9" REF. O X � MTG. RAIL 1'RODUCI'RCWSLD �.�Ay*wunwopmdae Building Code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS c= (SHOWN IN TABLE KEY ABOVE) Mpp�p 83/4"MAX. 1 1rz' TYP. 1+3 - MIN. tt�III/ 9, REF. X O �` ONY. LYNN , 1 T - ��•' �1GENS(c' <<Fp 1 *' : No. 58705 MTG. RAIL = ; = �d * EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 'arn : o: ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,FAJ,K, L 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H y g N C, g ra W oaW y W N L y = °d -� "e a °8 z °� _ °6� = S1 -, 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+G2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+p+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+p+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+ 1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C3+1 3 1+C2+1 3 1 1+p+1 3 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+p+1 4 1+C2+1 3 1+p+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+p+1 4 1+C3+1 3 1 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+p+23 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+p+1 3 1+C2+1 3 2+p+2 3 p 1+C3+1 4 1+C2+1 3 2++2 3 1+p+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+p+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+p+1 3 2+C4+2 41 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+214 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+p+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+p+2 5 2+C3+2 3 2+C4+2 4 2+c3+2 4 1+C3+1 3 2+C4+2 a 2+c4+2 s 2+c3+2a 2+6a+2 5 J.J. 1W17/i1 E NOCHANtr�TNl88HEET °�'�" ANCHORAGESPACING, OXANDXOW/NDOWS ar :�0.'•. STA F� ((/�� (ORIDP.•� ,o7o7Ecr21aoaronNe JJt 8xwf D ADD IGa4PTOBETEMPfRED +30FTNOTE NOKOMI8.7i31216 F.K. 4H8Ap C (OM AME0TC8, 8SIIECTVAWWDU£TOAM1GAORGP ADJ P.O.89x Ing NOKO At8.7L 31271 �V� �RIZONTAL ROLLER WINDOW, IMPACT �N�A��` Vtrid(y Bttaer FJG Ti18AiB JJ 9I23OQ cow /Ot710 NTS 10 d ll 4127-10 E aL PEJe87Ce I. MIN. 3.4 KSI CONCRETE 13/4' MIN. E.D. TYP. 2x WOOD BUCK. I NOTE 3 ` NOTE 1 lx WOOD '• BUCK, NOTE — - 1t�MAX. SHIM CONCRETE ANCHOR. NOTE 1 WOOD J ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 13/0' MIN. 1 t�MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS EMBEDED 1 3B' MIN. OR 1l4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (GS) OR 114' SS4 CRETE -FLEX WITH #12 TRIMFFF HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112' 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 -TS AND A MINIMUM OF 118' 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 012 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. 114* MAX _ I 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I I 1 318" DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. 1/4 MAX. SHIM 1 114 MIN. (1.5 KSI CMU) o OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, NOTE 2 ANCHOR, NOTE 1 13/4' � EXTERIOR INTERIOR ` MIN. SILL .• E.D (HE & DETAILS A, B, C. D. & H) TYP. 2x WOOD BUCK, NOTE 3 OD 1x WOBUCK, NOTE 3 4 SEE NAILINI INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM . • NOTE 1 . 1 1 3/4' MIN. MIN. 3.4 KSI E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK NOTE WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 SEE NAILING 13/8" MIN. DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS ro TECHNOUM ORNE NMOUIS, FL 34275 MCKO a s xxFL 3W4 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) I L- SEE NAILING DETAIL 1(JAMB) FIN FRAME SECTIONS ALUM. HORIZONTAL ROLLER WfiVDOW. IMPACT Rotor I o�HeH 11 d 11 �4127--10 PRODUCTRBVISED . w Plying wish the 14 -rid. Aog P� 1 Mroail MIAMI -DADS 11IIAMi DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOTvnC RESOURCES PRODUCT CONTROL SECTION BOARD AND CODE ADMIMSTRATION DIVISION R) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) IIWIX mlamIdade goy/economy PGT industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA--74OF Fixed Casement" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed Casement Window Details — LM", sheets 1 through I 1 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the 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, mode)/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 CountyFloridaand followed by the expiration date may be displayed in advertising literature. If any portion , the a, , is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. _- APPROVED :;-- NOA No. 12-1218.11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through I 1 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA74OF aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. ITL -7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. i y Man Per. Product Control am r NOA No. 1 -1 .11 Expiration Date: April 11, 2018 E-1 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HUF40CANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1R' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SE/LLINGIFLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDL.OADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES: TEST REPORTS FTL-7083.3579.3680, 3724; ELCO ULTRACON NOA; ELOO CRETEFLEX NOA; ANSNAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 6-10 1 MISSILE IMPACT RESISTANCE - 80• WIDTH 63' VISIBLE LIGHT WIDTH (DLO) 47 B, SEE, 2 4- MAX. 19' O.C. MAX. IF JAMB IS OVER 80'. A / A, SEE 89' SHEET2 70' VISIBLE / HEIGHT LIGHT / HEIGHT (DLO) 23' O.C. MAX IF JAMB IS 80' OR LESS. 23.O.C. MAX. IF B 19' O.C. MAX IF HEAD OR SILL I+— HEAD OR SILL IS 6V OR LESS. IS OVER W. TYP. ELEVATION OF FIXED CASEMENT WINDOW TARLE V Glass Types Sheet p 1 6118" Land V8 An -.OW PVS -118 An 8 2 7/16 Land 18 An - •090' SGP - WIG An 8 3 711 18 HS -.0917 SGP - 3/16 HS 9 4 718' Land. IG 1/8' An - 71116' Alr -118' An - .090' PVS -118' An 10 5 7f87 Leml- IG 1187 T - 7n8' Air -11S' An - .090` PVS __ IN An 7 6 7/67lend-10 6'An- IM' Air -3n8'An-.09WSOP -3l1 An 8 7 71IrLamL IG 18• An -114• Alr - 3118' HS - .090' SGP - 37167 HS 9 8 7/B' LtBrd N3 187 T -1/4' 3J18' An - .090" SGP - 3118' An 8 9 7/8' Lama- Ki 18' T -1/4- Air - 3118" HS -.09V SGP - 3118' HS 8 GENERAL NOTES......_._...._..__ t ELEVATION—__-_.....__ I GLAZING DETAILS......-._.-.___._ 1 INSTALLATION_._._-.._.___.__—.. 2 ASSEMBLY TUBE DETAILS.......__. 3 ANCHOR SPECIFICATIONS..-_.--- 4 ANCHOR QUANTITIES....--_..-._.- 4-5 DESIGN PRESSURES..-._........__ 0.10 ASSEMBLY DETARSMOM........... 11 m 1.1 NN 111 ��.• �LCENSg •'• .�Q �� No. X705 * — i�p`'. AT OF 'i T�•'•.; �CORIOP.•'•C9 A. LYNN MILLER. P.E. 5/14• L.A►INATED 711V LAMINAT90 GLASS STACK GLASS STACK 1W ANNEALED Aw DU10Nr 3NS'AIDFALED OR--.OWDUPOW SDP - GU133 WTACITE PVB HEAT STRENGTWMD L16ANNEALEo WI W.ASBANNEALED HEAT-STRENGn1ENED FJLTEIVOR all �. GGLLISS 38 GLASS a 1f t tnSr GLASS 11118' -GLASS TE SITE (�l SII GLASS TYPE 1 GLASS TYPES 2 & 3 - TO MOM. GLASS STACK AMINATED /r NOM atA39srAdc - GLA&48TACK GLASS GLAMST181K GLASS STACK tro•ANKEALED 3116ANNPALW OR 7W6AIASP _GLASS VPAUISPACE HEAT41TWXOTHENED GLASS tWANNEALUD OR WhIPERBD MACRE PVR DUPONT 3116 GLASS �WALED ASD•D1A+ONTSOP Iro'ANNP.ALED 3lt8•ANNFALEDOR 38 GLASS 39 HEAT3TRENOT1mNED GLASS I 111 81 GLASS 111 81 GLASS 37 SITE 37 SITE 1 1 t 312 eO 31 32 40 GLASS TYPES 4 & S GLASS TYPES 6 & 7 17a• Nom GLASSSTACK SAWATED aLAsarapL GLASS 1 1 rsTRENonretD3D 3.116TEMPEAED GLASS 1070 TECHNOLOGY DRIVE N. VENICE. FL 34278 P.D. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. 529298 w PONTSUP 31 32 rNOTt�tLED GtAss SITE APpmved ascovoyi mum 910 GLASS TYPES 8 & 9 P1uldBa1L1Ia c -- Date Revised By: Dole: Rarieke: 6 e cza Dr Re vlwd Ry. Dale: Rorieton: �• meaO GENERAL NOTES & ELEVATION J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Nodek kale: SAeel: OroeUlp No. Rev: CA 740 NTS 1 OF 11 MD-CA740F-LM INSTALLATION EDGE INSTALLATION DISTANCE -� EDGE DISTANCE OPTION 1 '�--"� OPTION 2 INSTALLATION ANCHORS INSTALLATION —CRETEICMU INTO 2X WOOD. } ANCHORSDIRECTLY PER ANCHOR EMBEDMENT INTO MASONRY. REQUIREMENT _L TYP. ANCHOR _ ,!4' MAX TYPE, - SHIM EMBEDMENT AND -. EDGE DISTANCE 4 PER SUBSTRATE, , AS REQUIRED r�� SEE TABLE 3, PER TABLE 3, 2 1 SHEET 4. SHEET4 T— WINDOW HEIGHT fXMRIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. 38-37 VISBLE LIGHT HEIGHT (DLO) IINSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BLICISTRIP INTO MASONRY. EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL Al. BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE /WCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMB& ANY INSTALLATION BUOK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1r -- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y' THICK OR GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE- WOOD TRUCTUREWOOD BUG( ONION AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1U4•. lX WOOD BUCKSTWP. SEE NOTE 2, THIS SHEET. IM" MAX SHIM EMBEDMENT PERANCHOR •• ••• YIa'': .. • . VERTICAL SECTION B -B BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET 4 3637 �++—– VISIBLE LIGHT WIDTH (OLD) --� WINDOW WOTH HORIZONTAL SECTION A -A /11111111/ Ot,NN ........... ��•��;.•'aCENSF••�.n * ' No. 58705 0� •.. STA •�N(/` A. LYNN NaLFR. P.E. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKONiS, FL 34274 CERT. OF AUTH. 029298 NOTES: 1) WHEN INSTALLING COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. Ad®Ilonm AeohM ReQuOa.d an nth swoolthoFlnnrAeea116i TW* A I... WWdow WI481 AnOw A 8,0&0 4-22 0 0' - 28.r 0 1 > °- W1ndw H"0" AiwtwType A 0.0 & O 1r.r 0 0 23• •ear o I 2V4 , 1 INSTALLATION OPTION 4. INSTALLATION ANCHORS DIRECTLY INTO METAL. 872 STEEL SELF -DRILLING SMG, SEE TABLE 3, SHEET4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTER*R –V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT . 7 4pproved as empplyingwmft FloAda Dale &Iml de ItI191w BT � GENERAL NOTES & ELEVATION J ROSOWSKI mk. Dale: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 iariea/uoarL ScoJe: 91aaC O,owfay Mo. pw;. CA -740 NTS 2 OF 11 MD-CA740F-LM FIXED CASEMENT (0) FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT XXO FIGURE 1: FIGURE 2: 740 SERIES ED WINDOW WINDOW / / / DFRAME HEIGHT ASSEMBLY -� - TUBE /0•, SEE NOTE 7, —p THIS SHEET � 740 SERIES F.z / —CASEMENTWINDOW j /WINDOW WIDTH VIC ! SERIES 740 / E -- FVMD ASSEMBLYCAS£MENT _ FRAME CASEMENT TUBE WINDOW — ASSEMBLY._y WINDOW - TUBE 1 �` 74' E IES D, FDfED / ISI II wINa0EMEN7ow FOR SINGLE UNITS: 1YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 8.10. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PMFOR3WG'W WMIDOVAS ALL ANCHOR OROUPS1. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR 81ZE3 NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. B) USING THE TABLES LABELED '404DOWANCHOR4 REOUIRED' (TABLES 2A & 28, SHEETS 4 & 6). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. "SEE PRODUCT'S NQA FOR INSTALLATION SPECS MN. 912 X Y SMS THROUGH INSTALLATION HOLES 740 SERIES FRMLE FDMD EXT ASSES CASEMENT n �� WINDOW V HORIZONTAL SECTION i FOR EACH WINDOW IN A COMBINED ASSEMBLY: MN.S12X 1' SMS THROUGH - INSTALLATION HOLES 740 SEMS CASEMENT wa400w VERTICAL SECTION O•D 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 7404 FRIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL W NDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS INTHE COMBINATION UNIT MUST BE ABLE TO 09XVMUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTNE NDA. VERTICAL SECTION E -E 740 SERIES FDUED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMESAT 10• MAX. FROM EACH S(DE OF THE FRAME ASSEMBLY TIRE CENTERLINE SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WNDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES I & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -A NDOWANCHORS REQUITED• (TABLES 2A & 28, SHEETS 4 & 6). THIS MUT BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TB'. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WUMDOWANCHDRS REQUIRED- (TABLES 2A & 2B, SHEETS 4 & 8), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, 861 AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1 - ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PAQ% A Anshms Rs thWon aacb Slda oftho Frame Assmft TUbo A 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW. AS SHOW IN CASEMENT DETAILS. WITH MIN. 012 X 1' SHEET WINDOW METAL SCREWS. USE THE SAME 0 1 SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER —ASSEMBLY TUBE 8) THE FRAME ASSEMBLY TUBE MAY pe A B,Cb0 NOT EXCEED 8r IN LENGTH (AS USED hM#12X IN AA W- FLANGED WINDOW) OR BE ` 1. USED IN TEE CIG CROSS THROUGH CONFIGURATIONS. INSTALLATION 8) THE FRAME ASSEMBLY TUBE IN HOLES HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER VERTICAL SECTION E -E 740 SERIES FDUED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMESAT 10• MAX. FROM EACH S(DE OF THE FRAME ASSEMBLY TIRE CENTERLINE SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WNDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES I & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 6-10. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -A NDOWANCHORS REQUITED• (TABLES 2A & 28, SHEETS 4 & 6). THIS MUT BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TB'. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WUMDOWANCHDRS REQUIRED- (TABLES 2A & 2B, SHEETS 4 & 8), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, 861 AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1 - ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PAQ% A Anshms Rs thWon aacb Slda oftho Frame Assmft TUbo A < 6d dow Wdtb MwMr a B,CC 0 1r•ne• o 25• • 2&C 0 1 28•+ 1 I waom NZ pe A B,Cb0 Ir- 1r o 23• -25.0' 0 i 4pprowd as cdmplyln3 whb the FlorNanlal.op m Dele IyOAA M ml da, ,P'ro'd�j! Uro D7 �,��a4dM��_ ,l r LL O M ``�� •Oa.( a n'v M/� �i�i �� 'l�: ' •\,\CENSE' •.�'� k N0.58705 - •., STATE OF P. rrl Ill 11 tA�� TABLE 2A Window Anchors Required (37"and Lesson Short Side Dimension) approved m ecgtplyla2 Ui1h 1!e Florida oidin0 ed' Dale y: niD De Uel By 1) USE THIS TABLE FOR ALL WINDOWS PER THE a ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE T(P-TO-TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE C NEM AVAILABLE SHORT OR LONG SIDE DIMENSION .� SHOWN ON THE TABLE. 3) THE WINDOW'S SHORT AND LONG SIDE MAY BE V� INVERTED. a 4) SEE NEM SHEET FOR ADDITIONAL INFORMATION. z o _•o bo D o v z a Z IZ W 6 Y U SAMPLE CONFIGURATIONS,. Q ((�/� U X � O �U W �U x x x o U- m X O O pH n Aq y�j Ny N TASLE 3: - _ TABLE 3: (coat) X O o x o yzc PX O X X % Fa o o a az -01111.111, u p app � ONy N 4& __.�0gV P�NO�` P X00 tc :' No. 58705 •. >Ar �, Tt .o:� 3( 1) (OPERABLE (X) W04DOWS MAY BE CASEMENT %p0 '•, STATE OF l4: WINDOWS OR AWNINGYMDOWSOFTHESAME i L� '•.,!'tORID>;••' i) ANCHOR MUST EMEND A MiMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. S�ONAL ��.••• 2) ANCHORS MAY BE HEXHEAO, PANHEAD OR FLATHEAD, A LYM WLLER• P.E. PEA59706 MIn Min. Atpinr Orap Anchor 8ubalaae Edge O.C. �' t'Iffie 0lefance Dlslalae Em6adnmffi RegWrad? 114• steel 110recon Hcika► Nook 1' 8• 1.1/4' No S. Piro Sl8" 1• 1378• NO A 514, steel SMS (lib) 8083.78 Aima 318• 816i• 0.050 No or 514, 410 8S eMS A38 Stat 318' 578' 0.060 I4o A863 81Ud Gr. 33 318' 67 .035 fist NO S. Pale H16• t• 1318' too B 512, steel 3M8 (O6) 15 Alum 377 S1B' .OST ND at 512, 410 SS SMS A388" 318' 618' ,pST NO A663 fitc33 316" B76" .035' 20 Ge 14D 28SIt Cororete 21/2' 4' t318• Na 1/4• steel Uitraoon 2.851\ Concrete 1' 4' Block 2-112' 8• 1.114' NO C S. Pkls r 1318' Yu N12, elee18M8 (GS) 806318 AL (ireup Anchor 8ubalrete Mkt. Mtn Edge OC. OlelelMe Olsterae MIR Embedment Arohor Plate RegWreC1 514, steel SMS (G6) or 514, 410 � SMS • 8• Yu 8083.78 AIUm. 318' 818' 1118' Yu A38 81ro1 3AY Sib' ,050' Yu ABAT Sled fir. 33 318' 18 fiat Yu U4' steal Ulreaon 211St faNiwata r a' 1114' Yu 2.89c (blrorete 2-112• 4' 1376' Yu D Ho1laY Bbck 2.112` 5 1-iN' Yu FIOed Skink 2• 4• 1374' Yu t/4. 410 3S fYeteFlaz 3.36k 0211otete r 5 t31a• No ftodawBbak 2 -IW r 1-ua• No 6118' steal uaacon 3.bk Calefeta t•tl4' ra000000000000n000000000000000000 a 512, 410 SS 9M9 No Fbtidar Skak 3•UT - 5 1-114• No ad •112' 8' 1 4" t40 3/T tY8• 1118' Yu St377 6J8' 080' Yu A BJ8' .045. 18 Ga. Yu ��','i�7000Q©QQQ©Q©©QQQ©QQQQ©Q©QQQQQQQQ© ©Q©©�7Q©©E7 QQ©QQQ©©Q©QQ©Q©©©©©©©©©©©Q©V©Q ""Man ""MEN �_!©©©©©000000©Q©Q©©©©© ®�''•1'� ©QQQ©QQQQ©Q©QQQQ©©©©©© �,0000©000©000mQoomm�uo�oou0000©oo ��©QQ©QQQ©Q©©©QQQQ©©©©�i©©©©Q©■�©�©© ��;�000000vQ©oomu000000Q00000QooQrio ;©Q©Q�QQ©Q©Q©QQ©Q©©QQQQQ©m©Qin©o©� ©©©©©©©©©©©©©o©©©o©o©©o©© 0��©v©g��©©om©000©000QQ000©vv©©oEaQ© ©oQ©©ooQ©oo©©vv©©oo©©ooQ©om© ©©©QQQQ©Q©©QQm©©©©Q©©©©©Q©©o©o©� ©I��7ioQ©©ooQ©oo©000Q©ooQ©ooQ©oo©Qomr�© !©©QQQQQ©©QQQ©Q©©©©©QQ©©©o©�aQ©o©© vo©©000r�0000�o©000©QomQoomQ©mmo© F'©QQ©QQQQQ©©©QQ©©©E7©©©QQ©Q©©QQO©© oQ©Qn©Qoo©0000�00000mo©000Qomo© F.asuE�.7;Q©Q©©©QQQ©Q©©QQE�©Q©©©�7©�7©©©©©O©© �..*"�oQQomoQoom000mo©omo©nm000m000m�ao �,Qmm©mmo``©''mmmommo©mmoommoommr�r�ommo �a.;��mmoo®moo©moommommmmm©mmmmmEua� ©QQ©©QQQ©QQ©©Q �m+�moommoomma�oa�mmmmomm ��©©�' QQQQQQ©Q©QQ©©©©©© (ireup Anchor 8ubalrete Mkt. Mtn Edge OC. OlelelMe Olsterae MIR Embedment Arohor Plate RegWreC1 514, steel SMS (G6) or 514, 410 � SMS • 8• Yu 8083.78 AIUm. 318' 818' 1118' Yu A38 81ro1 3AY Sib' ,050' Yu ABAT Sled fir. 33 318' 18 fiat Yu U4' steal Ulreaon 211St faNiwata r a' 1114' Yu 2.89c (blrorete 2-112• 4' 1376' Yu D Ho1laY Bbck 2.112` 5 1-iN' Yu FIOed Skink 2• 4• 1374' Yu t/4. 410 3S fYeteFlaz 3.36k 0211otete r 5 t31a• No ftodawBbak 2 -IW r 1-ua• No 6118' steal uaacon 3.bk Calefeta t•tl4' S a 512, 410 SS 9M9 No Fbtidar Skak 3•UT - 5 1-114• No ad •112' 8' 1 4" t40 3/T tY8• 1118' Yu St377 6J8' 080' Yu A BJ8' .045. 18 Ga. Yu (ireup Anchor 8ubalrete Mkt. Mtn Edge OC. OlelelMe Olsterae MIR Embedment Arohor Plate RegWreC1 514, steel SMS (G6) or 514, 410 � SMS • 8• Yu 8083.78 AIUm. 318' 818' 1118' Yu A38 81ro1 3AY Sib' ,050' Yu ABAT Sled fir. 33 318' 18 fiat Yu U4' steal Ulreaon 211St faNiwata r a' 1114' Yu 2.89c (blrorete 2-112• 4' 1376' Yu D Ho1laY Bbck 2.112` 5 1-iN' Yu FIOed Skink 2• 4• 1374' Yu t/4. 410 3S fYeteFlaz 3.36k 0211otete r 5 t31a• No ftodawBbak 2 -IW r 1-ua• No 6118' steal uaacon 3.bk Calefeta t•tl4' S 1374' No Fbtidar Skak 3•UT - 5 1-114• No ad •112' 8' 1 4" t40 EXAMPLE 1: FOR WWDOW SHOWN BELOW: MW ANNEALED LAML GLASS. 1/0 MASONRY ANCHORS INTO CONCRETE. +70!40 PSF DP REQUIRED. NO ANCHOR PLATE I� 10' 1G �4-I�4, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOW'S SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. AWNINOANCHORS (SEE SEPERATE NOAk FIXED CASEMENT ANCHORS: A) FROM TABLE 0, ANCHORS C 8 D ALLOW A OP OF *MGM A) FROM TABLE S, ANCHORS C 8 D ALLOW A OP OF +M-13.1. / B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE10.8• Window Anchors Required (Over 37" on Short Side Dimension) DESIRED AND DOES NOT REOUIRE THE ANCHOR PLATE. / Q SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE �ciY > d O C) FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAM®. C) FROM TABLE 28.8 ANCHORS ARE REQUIRED W EACH JAWS. 61• � D) SIMILARLY. 2 ANCHORS ARE REQUIRED W THE HEAD 8 SILL. � \ � D) SIMILARLY. 3 ANCHORS ARE REQUITED IN THE HEAD d SIU.. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. F) PER RULES ON SHEETS 2 8 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY \ l F) PER RULES ON SHEET 2.04STALL 1 ADDITIONAL ANCHOR ON THE FRAME TUBE SIDE OF THE AWNING (HEAD 8 SI.41 2, i� 20• zo• ►� �.TL' ASSEMBLY TUBE SIDE OF THE FD(ED CASEMENT (HEAD 8 Ski.}. T 0000 00000n000000000mrioonn0000uc�Qoac�o ®Ern"©©©o©n.mn©.m© �an mmmmmmmmr��am��m©© ME" v©©.o."oo..©Ur.©©m© ®©oo©vo©©©o©©©oo©o©o©o©00000000©o©n©� ME o©©KM..El ©©oo©©oo©©n©©©o©m©on©© ©m SIX ©©ora".000.ono"Eavra.00©©nmom ©.©©oEa©©mn©©nu".nrar�"raoo"raoo©vi©moan© ©rasaraEa."m...00".no..00..mrr�..00..00." �r;©o©©o©©©on©©n00000000n00000©oo©o��o© no.rao©.raom.onoo Q■r*m000a..mmm"""rano...©.o t KM.©E�7a©©©Do©©[7�".0.."0KM0..0[M©o10..KMMEN � r�av�©o©�©uno©noomnvooKA.noaoflo©own©�� om"EXR21 mommmr�momommmramomnmo©omnriomnm I�t c�:�n"o©oo©nmo©moo".vv..©o©.rao©.000momoo O�...�-nnm©©omo©mm�nmm�©omo©nmo©omo©omen a.E7El.EEE7©mn"©mo..ora..mnEa.ran©.00aEa �<��aoamEaomomomnomm000mnta�amt'amnm000mno mno©moo©©©oo©©ora"oora0000m"omm�uura©m "a"NA"m..omomomnovmnmomommm�KM M"" Q*^ E 7©KM. "mE7m..&M. ".DEa.......KM..KM.KM "o©©oo©©©. ..ORon o.ao oo o"o Qa:�nmmc3om000mr�o�:amrsnnmraom®Eanom©n E:, HER MR «'*'�t'DC7[k]®�7iI7�k7f/r7�i7�70.�®r�rlmiF�.. r^'F M7. IRS &MKM .EDm..&MKM.KM.. KNE7 ®11=�'7m..■fl W' E70ERKA EXAMPLE 1: FOR WWDOW SHOWN BELOW: MW ANNEALED LAML GLASS. 1/0 MASONRY ANCHORS INTO CONCRETE. +70!40 PSF DP REQUIRED. NO ANCHOR PLATE I� 10' 1G �4-I�4, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOW'S SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. AWNINOANCHORS (SEE SEPERATE NOAk FIXED CASEMENT ANCHORS: A) FROM TABLE 0, ANCHORS C 8 D ALLOW A OP OF *MGM A) FROM TABLE S, ANCHORS C 8 D ALLOW A OP OF +M-13.1. / B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE10.8• yy 1 S) FOR THE JAMS, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND DESIRED AND DOES NOT REOUIRE THE ANCHOR PLATE. / Q SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE �ciY > d O C) FROM TABLE 2.8 ANCHORS ARE REQUIRED IN EACH JAM®. C) FROM TABLE 28.8 ANCHORS ARE REQUIRED W EACH JAWS. 61• � D) SIMILARLY. 2 ANCHORS ARE REQUIRED W THE HEAD 8 SILL. � \ � D) SIMILARLY. 3 ANCHORS ARE REQUITED IN THE HEAD d SIU.. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. F) PER RULES ON SHEETS 2 8 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY \ l F) PER RULES ON SHEET 2.04STALL 1 ADDITIONAL ANCHOR ON THE FRAME TUBE SIDE OF THE AWNING (HEAD 8 SI.41 2, i� 20• zo• ►� �.TL' ASSEMBLY TUBE SIDE OF THE FD(ED CASEMENT (HEAD 8 Ski.}. T 4ppnrccJ a- complyum wLb tic Fbnido nidlnd of DOW 4OAl Atlpml Pmdusl Iro B, 1. N 0 0 4 3 O 0 z z W w U W LL fjuil y N yggj Q �ciY > d O . NT11111 lli, _ ❑ D.SOIMegtn(psQIwWedMAxe4MdbaF. AsTaw87TWm O"0) Pmesam Wk• Sh& WOdow4. M AnOw Um" SMd Side order 25.164 274/Y 33Y7 3T M' 46114' 64118' ax' 63' Ambw Afaa AaWW A.,orflao p AndW GO* Amt -(k.* A.0 -Group AnshW GMW Andgr6T" AIWWM" 0,., a-? G-0 wde123' 2516/16' 27.314' 33117 3P 44' 461/4' S! -1/B' 66' 63' wKW 23' .70866 .7a-96 •7w90 .7a-66 .7a$D .76190 •761.80 •7M-80 •70f. 26.16116' .70-90 .70190 .76140 .76446 .70140 -7W.90 •701.80 .701M .70-01 .70190 3T .70/46 .70140 f 7940 .7&40 •701.90 •7 90 •70140 .76 WA #M77 .7 -70.1 44' .70140 .701.90 .7&90 .7&40 .70190 .7&40 ,70144.1 .807.70 .601-07.8 .80141.3 461/4' -701.90 .70140 .7040 .7&40 .70140 •761.60.1 .7&90.7 .W-70 •80193.2 0.41/6' .70090 •7440 •7&411 .7&40 OW -84A .801.70 .007.70 .6&.87.8 Air .701-W .70/40 #W40 .7&83.2 -nn +80187. 4 -- Or . T8' .MMM .70-90 •YW40 •7484. .MS0 .706.76.7 .7&-76.6 _ 4140.9 .701.70.1 x/96.6 .W41.3 04' .7&-90 #7WBOA •7&-71.3 #144.2 FOR GLASS TYPES: 1) 5/18' LAMI (1/8 AN -.090" PVB -1/8 AN) L T SI DE LONK4 SIX SIDE rl T 1_ 1 �- LOl4G --4 1 SRORT SIDE SIDE 1) SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND OUANTnm& 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINNOWS WIDTH AND HEMT MAY BE BN4ERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY lir FRAME SEWINDOWANCHORE SHEETS 1. 4 A BFOR DIMENMON -ASSEMBLYWINDOW FFOWINDOWAANCHOR TUBE LTtONSAND LOCATIONS AND VONDOW QUANTITIES BEE SHEET T 10' MAX QUANTITIES. S� SHEET DIMENSION 3 FOR ANY ADDITIONAL I ANCHORS OR ANY EQUIREAI A ANCHORS REQUIRED FORHEREQUIRED I L FOR THE FRAME FOR THE FRAME �_ IDIMENSION _ ASSEMBLY TUBE ASSEMBLY TINE. 'B' (4), IF RSO. OI IDI ANCHOR(41. IF REO. ' SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS +PP -cd et Tompl78n8 wile Inv F1.11da wln8 cod Dem MOA Atml D4de Frodoq I � l LL LU ti ! z J 3 cliLLa- to 3 o a g w Z Z =S LLI S2 Vw W a � 0 O z v , W U r o LL 0 �C3 yZ� 0 >0 Y o O ^Z Z w u 1111111 111 111:ENSF ; * ' N0.58705 �x11Yy .� • N STATE3 • �`� F NA\ - �? D.SOIMegtn(psQIwWedMAxe4MdbaF. AsTaw87TWm WNdm ota undan A order 25.164 274/Y 33Y7 3T M' 46114' 64118' ax' 63' Ambw Afaa AaWW A.,orflao p AndW GO* Amt -(k.* A.0 -Group AnshW GMW Andgr6T" AIWWM" 0,., a-? G-0 AI A9 Al &C&DI B A.C&D B A 8 C&D A 8 Cao A 8 CAD A B C 1 O A e 1 C I O UrAW23' .70148 88 •7&+MOD -1W-9D •7W421 .7W -9D 471.74.3.701-79.7 l -m6 •7&98 .IW -72.7 41968 .7&40 ./98.1 .1412 .70-90 4180. .MA .7087.8 .7&-80 .1.66.7 .143.8 .T0190.7 251618' .7&-90 OW40 .TOM .TW -90 .70180 •701-x4 MAW ,70/-70.7 •7&-90 •7940 •/40.4 .70/-9D .TW40 ,/.aa9 ♦7&-90 .7990 H- 6 .70184 .7W-90 .701.90 .149.3 •7W-77.3 •7&40 .70190 (0 3r #7W-90 #7940 .79-90 .70190 .7940 •70180 #7940 #MOD 4TW90 .70140 .70190 •7W4&4 .70190 -TW841 .70180.6.7&&1.1 tMIT . .MTF -M77 .TW -70.1 •141. .701.70.1 -701.70.1 4w NW40 .7W40 #70/90 #7990 41&40 .M -w M.N. #70140 QW41 .W40 #T&44.1 .70.74.4 -7W44A .BW -70 •W47.7 ,801.70 .947..6991. +=W.S -6W47.8 #SW -61.3 #187 .W41.3.$V41.3 4514' MOD -7990 •7990 .TW40 QW40 .70-90 .7W -W •MW 1 .79441 •70144.1 #7940.1 .147. #%80.1 .6W-10 .W.61.7 •eW IO .W.6&2 ./-W4 #943.2 #W4A2 53 -IW 070)90 -7940 .70-90 •7W90 QW90 .761441 #701441 .BW -7o #9-70 ,8-70 .89.70 .W -7o .WJO -847.8 .W41.4.6W47.5 W 63' #79.90 -70140 .76.90 #TW41& #701432 .70%77 .701•n #0147. #WB7..W87. #801612 .W432 4=43.2 - - - - .79.80 .76-90 .70140 .701-'a .7m -7x..701 -Tat .701.70.1 #W4/.3 #W141.S.W8L3 78' .7940 .7944 .70-76.7 N40.o #-8x.0 .14&8 446.8 xY .7W -W -794&4-TW-71.$ 444.2 .W2 1) THE WINNOWS WIDTH AND HEMT MAY BE BN4ERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME ASSEMBLY lir FRAME SEWINDOWANCHORE SHEETS 1. 4 A BFOR DIMENMON -ASSEMBLYWINDOW FFOWINDOWAANCHOR TUBE LTtONSAND LOCATIONS AND VONDOW QUANTITIES BEE SHEET T 10' MAX QUANTITIES. S� SHEET DIMENSION 3 FOR ANY ADDITIONAL I ANCHORS OR ANY EQUIREAI A ANCHORS REQUIRED FORHEREQUIRED I L FOR THE FRAME FOR THE FRAME �_ IDIMENSION _ ASSEMBLY TUBE ASSEMBLY TINE. 'B' (4), IF RSO. OI IDI ANCHOR(41. IF REO. ' SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS +PP -cd et Tompl78n8 wile Inv F1.11da wln8 cod Dem MOA Atml D4de Frodoq I � l LL LU ti ! z J 3 cliLLa- to 3 o a g w Z Z =S LLI S2 Vw W a � 0 O z v , W U r o LL 0 �C3 yZ� 0 >0 Y o O ^Z Z w u 1111111 111 111:ENSF ; * ' N0.58705 �x11Yy .� • N STATE3 • �`� F NA\ - �? FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) Approved a]cornplylcg wiry � FlorlUa U h�(:Glro Date TABLE 8: LOAN Mya"1 Dada �- --- N � . SNORT 1 LONG SIDE U SOF SIDE -- 1) SEE SHEETS 1.4 &5 FOR WN30W ANCHOR LL LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY a _ OR HORIZONTALLY AS SHOWN. i TABLE 7• 04 r. 0 r ;t w LL 0 O a o Z Z Z U) )LI w a 00 O Z U o a 1)THE WWDOArS WIDTH AND HEIGHT MAY BE INVERTED. �� N U 0 LL mq FIGURE FOR HORIZONTAL FRAM ASSEMBLY TUBE N v N FIGURE FOR VERTICAL FRAM ASSEMBLY TUBE of x FRAME Z v m a MAX. FRAME ASSEMBLY SEE SHEETS 1.4 6 6 FOR TUBE FOR WINDOW SEE SHEETS • ANCHOR - TUBE L TOCA IONS ANDWDOMANCHS j LOCATIONS AND 9 21 a z o p O F Z a: QUANTITIES. SEE SHEET yywppyy QUANTITIES. SEE SHEET TT 10• MAIL 3 FOR ANY ADDITIONAL I 1111111 It WINDOW 3 FOR ANY ADDITIONAL ANCHORS t�QUIRED •A' ANCHORS REQUIRED FOR THE FRAME FORTHE FRAME �� N') VNN M✓(l }T WINDOW AODIT�NAI ASSEMBLY TUBE. �� ANgfOR ASSEM8LYTUBE. `��tij`�•'JpENSF•'�'?' I ' DIMENSION (41 IF -•^� DBIERSION �- (4), IF RE0• A y� No.5B705 ;v A 19 STATE ,S/ONA1-,• . SEE SHEET 4 FOR AODRIONAL SIMPLE C.ONFIOURATIONS A• LYNNMIU.M P.E. P.BA WM l-- � C"algn Pmsara (pary for SMgN Whvbv.. Aa Anoha Cuoap. U�41aa ardor z3' 2316/1B r2rw1c De.lBa Pauwa (pQ far twaoao Adaotied m •Porro Auemgy lib -.moo !312• Jr 44• 43w• 61118• 64• BJ' urtler zJ• .m-eo .7aeD .70r•BD76V-90 .radD .ra-80.m•80 .7mdo261a1.m-ao,m-eo.ia-w.mdo.ratio.ia->3o,mao.m.eo.7aeoJr wdm23• 2b1N11P 27dN• 3312• V. 44• .raeo.70%80 43N4• 611JB• •mdDram.70F90 rad7.4 .m-78.8 ae•.m-ao,mso.7aeo.mm.raeo.mso4su+•.m-eo.7m-eo.7a-W BT anchor A"oher Aaahor �� AnahorWay Aroiw donp AroMr Warp Anolwf Woup .m4D +ratio.7a•80611!4' Arany Croup .m -8D .m-80 ,T01-80 .7a.8068•.Ta-3o.ratio.Tor-80 A•C8D B A,CBD B A B CbD A B CbD A 8 .7ad7bar.m-6o.ratio A e C D A B C D oder 23' .7Df-80 a7ad0 .7ad7s ,m -Res ,7ad0 .mffi.t .7adD ,m-743 .m•78.7 .Ae2b 78' .moo .701-60 .70f -B8.3 .Ta60 Hd0.6 .H A f d7.8 .m•90 .Jd3.T lN• +m•80 s7m-80 .70R89.J .m•70.7 .ma0 De.lBa Pauwa (pQ far twaoao Adaotied m •Porro Auemgy lib Y7YIOaaY DYaMsion •A• wdm23• 2b1N11P 27dN• 3312• V. 44• 43N4• 611JB• 6B• .__ - - BT anchor A"oher Aaahor �� AnahorWay Aroiw donp AroMr Warp Anolwf Woup Arany Croup Arprof Group N M A6 A•C8D B A,CBD B A B CbD A B CbD A 8 CSD A e C D A B C D oder 23' .7Df-80 a7ad0 .md0 ,7ad0 .mffi.t .7adD ,m-743 .m•78.7 .Ae2b •mdD OW -72.7 ./dBB .7fY.8D ./•OB.1 ./-01.B .Ta60 Hd0.6 .H A f d7.8 .m•90 .Jd3.T H •7ad0.7 .7md&6 2141x18' .701-8D em.80•md0♦m-90 .m•70.7 .ma0 .mdD .F81.4 •7a -8D .7a -9D e/.68.8 sJtK80 .707-00 .Id9A .md4 rmb0 .m•90 N{B.3 •70%71.3 .71Y9D .THIO 3r .70F80 sm4q • .70Id0 .mSO •7a4O +ratio .ra4q .ratio .m-80 .m -8D .TB'dB.4 .m.00 .7OV-00 •7adOb .m•BD .md7.B •m•73b .md1A •md7A ♦m.74B HdIA .70V -7&B •m-7B.B 44' .70!•80 eT01.80 .m•80 .m-00 .md0 .70F80 .7a -8D .70J-80 .md19 .md0 •70/ -BO fTOf•744 .md0 43V4• .70/•BD .m-80 .m80 .md0 .m•80 .7m•90 •m•8D .md0 .md8.2 •md0 .7prdB.O .md1.3 .m-eD 631!8' s7a4q +rad0 .70N30 .m$0 .ratio .m-00 .m•90 ee• .mso .ratio .mw +mso •76r -ea .m -07.a .mdr.4 .ra4n . .7a-0Ts .T6rd7a . ao.B .m.7aB 74• 64' .701.80 .m4D .m-013 � nope a: Design Proamaa W kr &4 & Md.., a AWO G -pr FOR GLASS TYPES: 2) 7/16' LAML (3116" AN -.090- SGP - 3116' AN) 6) 718" LAMI. IG: (3/16" AN - 1/4" AIR - 3116" AN - .090" SGP - 3/16" AN) 8) 7/8" LAML IG: (3/16"T - 1/4' AIR - 3/16" AN -.090" SGP - 3/16" AN) L SHORT�� LONG SIDE SIDE T I- -SIDE f 1 I BORT 1I 1 ~ 81 -DE -- 1) SEE SHEETS 1.4 8 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE DIVERTED. 4Pprov.d&I mnply)OZ with QW Florida fdl% Dai. FJ,OA9 A D e Rad9.1 . t 'J a. ti a. Z J fV r. LL Lu o to O a Q c0 0) Z rr z W VJ VV))� Lu Q 0) 1� Z U � i t m pmt ® ON n N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE m FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o Xe Z FRAME m- MAX ASOMAOLV FRAME SEE SHEETS 1.4 8 S FOR D IM -ASSEMBLYWINDOW OR SHEETS • 4 TUSE LWI400W ANCfiOR '8' LOCATIONS AND n AND Z z Iyprpply QUANTITIES. SEE SHEET IO` MAX. OUANTmE8• SEE SHEET o 0 WINDOWDIMENSIO3 FOR ANY ADDITIONAL 3 FOR ANY ANCHORS � -0111111 11! U A ANCHORS REQUIRED FOR THE FRAME �� N ,i THEW9 06W ADDRbNAL FASSEMBLY TUBE. WINDOY7 �` ��O' �,IGEN$F • `�lC,p'�' ASSEMBLY TUBE. DIMENSION ANCHOR DWENSKM (4 IF REO. . 'B• (41 IF RED. .A ` * ' NO. 58705 9 c �3 St G� NAL A LYNN MP.B. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS v.F�saW6am Design Preema 60 for WWW AlfWW W a Fm Ae.e.My TUOe WOtlo4 Diaminbn •A' undN 23• 25-1X18• I 28' 31.1? 34• 40• 61• 80• 88• AnmIw amp Amlgr Group Amw Gawipip Awhv Group Ambw%*W An.wmw* AletwOmWp AnolwQrotp AlWwQmW All All AO A. CBD S A.CSD B A a CSD A B CSD A S C D A B O D WAN 23' .1.39 .701-00 .7W-00 11.-90 .7N-O7A •1.90 .1.4[0.8 1 0.80.7 .1..30 4M •.5D.9 am80 .1-66A .KS.S 11.41.7 .7X-00 H-60.7 .143'6 .701.80.7 .mt9A 25-15119• 41.40 .7X-90 .1.40 .1.40 .m-90 .7W-90 QOM .m-fl.7 :1..90 11..90 .W.0 .7W.90 .1..80 +141.8 .1..81.2 .TOF10 4701-90 .14%3 .7X•77.3 .7W -9D 11.40 93• .1.-10 .7W4D .1.40 .1X•90 .1.-W 11.4. .71-90 .1..90 .7X90 .1..90 .7X83 .IW -74.3 +MWA .m-74*7 Nb8.9 .1..89.1 .7W489./ .701.71.1 .1-03.7 .7X.89.1 .7033.1 87-V2' .m40 .7X40 .1.30 .7130 .1.-W .1.•W .1.40 .701.9D 11.40 .1.-90 .m-774 +149.3 .?w4m 1/-0.7 0-.4 1107 .8 .7018MS 03M4 +14M4 .WMA .m -7S3 72• .1.49 .1.40 .1.40 1 m40 .7X40 .1.30 .7X-90 .m -W .7" .1.40 .70F72B .707.731 .m41.3 #M3 4135.8 .70A78.1 .70F78.1 1 #142.2 0-86.7 .7W-73.8 .m -TSA Ar .1.40 .1.40 .1.40 41.40 .1..90 .?W -W «m -W .m -W .1.30 .1.30 1 .7&-79 .1-W3 M-78 a3t9 .132.4 .m -7z6 «7W-72.6 84' am40 11.40 .%80 sm-90 .1.•W sm48 .1.-W .1.39.9 .7X38.8 +m 9 41..70.7 H327 .m -7M7 114• .7X40 .7X40 .ro40 .7X40 .1..W .1.40 .7aFW .701.73 .1..73 OW 73 134• .1.-W .7X40 .moo .lar -W .1..90 .1.40 1 .1.•W 146' .moo .7QF4D I .1.40 41.40 .moo 1) THE WINDOW'S WIDTH AND HEIGHT MAYBE DIVERTED. 4Pprov.d&I mnply)OZ with QW Florida fdl% Dai. FJ,OA9 A D e Rad9.1 . t 'J a. ti a. Z J fV r. LL Lu o to O a Q c0 0) Z rr z W VJ VV))� Lu Q 0) 1� Z U � i t m pmt ® ON n N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE m FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o Xe Z FRAME m- MAX ASOMAOLV FRAME SEE SHEETS 1.4 8 S FOR D IM -ASSEMBLYWINDOW OR SHEETS • 4 TUSE LWI400W ANCfiOR '8' LOCATIONS AND n AND Z z Iyprpply QUANTITIES. SEE SHEET IO` MAX. OUANTmE8• SEE SHEET o 0 WINDOWDIMENSIO3 FOR ANY ADDITIONAL 3 FOR ANY ANCHORS � -0111111 11! U A ANCHORS REQUIRED FOR THE FRAME �� N ,i THEW9 06W ADDRbNAL FASSEMBLY TUBE. WINDOY7 �` ��O' �,IGEN$F • `�lC,p'�' ASSEMBLY TUBE. DIMENSION ANCHOR DWENSKM (4 IF REO. . 'B• (41 IF RED. .A ` * ' NO. 58705 9 c �3 St G� NAL A LYNN MP.B. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS v.F�saW6am Teal a aA- ❑ Daelg. P�eesae (pan fw ft& Nkdom. AllAwhw QmWp 8hm ene Deaiga Pato W IN W[7dw4 AlkehW 1" a Frame Ase * TWw udet 23' 2661W10' 28' 1 31.L7 34' 40• 1 w 177 03' g7 -U2' mda23• -OW-130 -M-130 ♦8d-130 4AN-130 ♦Bd-130 4d-130 ,BOH -130 ,801-130 ♦80&30 -BW-170 261W18' ♦9W430 ♦8y-130 a9W-130 40W-130 -M-130 ♦ODI -13D ♦W-130 QW -130 WW -13D ,BW -130 5,1' ♦BW -130 ♦801-130 a8W-130 ,806&0 ,BW -130 ♦BW -130 QMOD 480L130 ♦BW -130 ,OW -13D 07 -IW QW -130 WW -130 ♦10-130 487.130 +0-13D WW -130 ♦0430 WW -130 ♦Bq -130 ♦OW -130 T7 ♦9&-130 401-130 ,BW -130 401-13D WW430 ,801-= 4W-130 ♦BW= +wt30 O 78' 4&-130 ♦9W-130 ,BW.130 401.130 WW -130 WW -IW WW -130 4WI30 ♦/ U 0 01• .9W-130 WW -130 OV -130 f8W-130 401-130 ,BW -130 4W-130 ,ram ♦70MM ♦78177.7 .7&80 114' .901430 -0113D WW -130401.130 "Ira ♦7&41.2 ♦7&-80 WW -130 -W430801 ♦7W4D I° 61• .70M ♦79.80 13C ,.130 a9W-130 4W.130 0101.130 i ,0-130 ,7&-80 .m -w 47W-90 47&80 ♦79.90 ,7&4D .7&-90 140• f8W430 a8W-130 018(V.130 -W130 ♦m-90 .7&4D ,7W40 #M-90 .70140 .79.80 ♦7W4o ♦7ol-8D FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090" SGP - 3/16 HS) 7) 7/8' LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS 9) 7/8" LAMI IG: (3116"T -1/4" AIR - 3/16" HS -.090' SGP - 3/16" HS) L r SNORT LONG $DE SIDET L ._ } LONG � '__^I 1 SNORT 1 Sm SIE 7� 1) SEE SHEETS 1, 4 6 B FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICJd.LY OR HORIZONTALLY AS SHOWN. 1) THE W WOOYM WIDTH AND HEIGHT MAY DE VJYOMEM FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAXFRAME �I � Y SEE SHEETS 1.4 68 FOR DIMENSIONWINDOW -ASSEMBLY ��WHEETS 4�OR 1 WBVDOYYN9giOR TM TIONS AND LOCATIONS AND SHEET WINDOW QUANTITIES. SEE SHEET T ID. MAX QUANTITIES. SEE ADDITIONAL DIMENSION 3FORANYADDITIONAL i 3FORANYAODITIONAL 'A• ANgWRBREQUIRED AI CHORSREQUIRED FOR THE FRAME FOR THE FRAME WN06W ADDITIONAL ASSEMSLYTUBE ANCHOR MIL ASSEMBLY TUBE DIMENSION ANCHOR � -� DIMENSION _ 14)tF RED. •B• NA IF RFA. .A SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFWRATIONS 4ppww rte complying aSit 169 1Tarlda Yuldl CW Date IgOAB n�u.at1 .M«urceC nl Deaiga Pato W IN W[7dw4 AlkehW 1" a Frame Ase * TWw Lij g LL J $ I - WidOn 0krAMlon •A• Z Q WWr23' 2610NW 28• W -VT 3y a CL 04' BW CL cojZ SY 67 A.tn, Gawp Aasha amw XrWW (hnp AaehWGMUP Ammo Wwp Aaeha GMW Z Arch.GMUP � Z W LU AaehaGMW _ Mohan 6MV "1 a CL W Aa Al M A,CAD S A,CBD 9 A D COD A D C60 A B C O A D C D wder23' .ram ♦7&•80 ♦ +MW 47947.4 47&40 ♦ A ,W.W.7 ♦ 7 .M M ♦/ U 0 .79.W01108.0 ♦1.45,8 ,7014 'r ,7&-80 .14S.7 .1 .7940.7 ,70180.0 2610/18' ,70!80 ,70140 ♦7W40 -7"47W-W ,ram ♦70MM ♦78177.7 .7&80 ♦7&-80 ,141,0 ♦7&-80 ,W-90 "Ira ♦7&41.2 ♦7&-80 #mw ♦148.3 ON -77.3 OW -90 ♦7W4D I° 61• .70M ♦79.80 47&40 ♦7&•90 ♦ma ♦7&-90 ♦7&4D ♦7&80 ,7&40 .mw ,7&-80 .m -w 47W-90 47&80 ♦79.90 ,7&4D .7&-90 .79-W ♦7&47.0 N01.90 ♦70-90 1- ,70140 - ,7Df-90 ♦m-90 .7&4D ,7W40 #M-90 .70140 .79.80 ♦7W4o ♦7ol-8D ♦7&.90 ♦70190 ♦7W40 .7&40 .M -w 47&40 mw .7&-9D .7089.1 47&40 ♦701.90 72• ,7&40 .70!•90 ♦ram 470-w .7&40 .7040 .iW-90 .70V•8D ,70140 .70140 1 ,7&40 .7940.70X& 1 ,7W4o ♦70180 4TW40 ,7(V40 .ro40 ,70140 .7W-90 .70140 w .79.90 ♦70140 .ram .791w cram .ram ,7940 ♦70m ♦ram .ram ,7W40 ♦ram .7a-99 47&40 .79.90 47&40 .7" 84• 47W40 .MM .ram .7&40 a7W4 ♦ram 470140 ♦701m ♦ram .7&40 .7&m 114' .ram ♦7&m .7W9 .7&40 .7Wm .701m .7&40 .IN .w -w .7Wm 134' .7940 ♦7990 ;5m+ 47&40 .701w 1401 .7&40 .7990 .79m +"m+ram 1) THE W WOOYM WIDTH AND HEIGHT MAY DE VJYOMEM FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAXFRAME �I � Y SEE SHEETS 1.4 68 FOR DIMENSIONWINDOW -ASSEMBLY ��WHEETS 4�OR 1 WBVDOYYN9giOR TM TIONS AND LOCATIONS AND SHEET WINDOW QUANTITIES. SEE SHEET T ID. MAX QUANTITIES. SEE ADDITIONAL DIMENSION 3FORANYADDITIONAL i 3FORANYAODITIONAL 'A• ANgWRBREQUIRED AI CHORSREQUIRED FOR THE FRAME FOR THE FRAME WN06W ADDITIONAL ASSEMSLYTUBE ANCHOR MIL ASSEMBLY TUBE DIMENSION ANCHOR � -� DIMENSION _ 14)tF RED. •B• NA IF RFA. .A SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFWRATIONS 4ppww rte complying aSit 169 1Tarlda Yuldl CW Date IgOAB n�u.at1 .M«urceC nl J Lij g LL J $ I Z Q O LL a CL 0 O CL cojZ Z 67 Z � Z W LU "1 a CL W 0 Z U O � ul $ W �S •�a N N o�xoG' Z Ujm V1 U �• 4 O 1111111 I11//�, i NMI ft Q' 1,1OENSF -•. F� No. 58705 �T �O�•.• STATE OFF (V fW TART F 19- FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) L I SHORT ❑ LONG Sim f � LONG � � gHORT 1 sroE �i s� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND CA ANTMES, 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Doegn PMSM 010 9r WhkM AltW W to a FOM Aweaft Tube Wildon Dtnmluhn'A• Wider 23• 2&18H8' 21.W _ 33•UT 3r M• 48-U4• 631!8• 8B• Anchor Ardv Arohor Aedror AnoNp... ___- ___ 83. GAUP Dmw Deou➢ Oro- Dror9 Ana1 or G.V Amhp Doo p A WW OaouP Arrotror Wq9 Arohor caa P I I)THEWOMOVSWIDTHANDHQ(;HTMAYBEI AMM. FIGURE FOR VERTICAL FRAME ASSEMBLY TUI MAX. TUBEMBLY TUBE WINDOW DBAENSION 'A• 1 - WINDOW ADORIR O1M043N]N ANgIOR B• (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFXA7RATIONS IE W J OaeWa Pm- W b Single Wkdoln, A0 Ameor Gm" FRAME Z SEE SHEETS 1, 4 & 5 FOR wvmm ASSEMBLY SEE SHEETS 1.4 & 5 WNDOW ANCHOR DIMENStON TUBE 8aor1 edo LOCATIONS AND_ LOCATIONS AND QUANTITIES. SEE SHEET _� 10LO-T-AL QUANTITIES. SEE SHEET Md. Zr 2&1&18• 1 27.314• 3&ire I 3r M' 48 -IW 63U8' 88• 83• WUJOOW DIMENMON I•�-- - (4, IF REO. WNW 27 19&.79 00.79 79 ♦ . -OW-70 .6W-70 19&79 {9&.79 19& 79 {9m 711 2&1&18• 1991.79 19&.%9 f9-ro 19W-70 19&.79 !90'.79 19-711 19&-%9 1991•ro 19&.79 _ 3r e91.70 -190x•70 ew-7o TW -70 .69x•79 •6&-70 .9Wro 18&-70 .9&.70 -M-79 18&-70 P.E. 44• .91-70 .W.70 481.70 .8&.70.9&.70 .SX -To .90'.70 .9M.99s .m4zo 4B•V4• 160470 •9W70 .61.70 4OW-70 .90x•70 .8&do •90!•70 .9&•70 .6W-64.9 53-W .60t.T0 .8-ro .8&•7o -w70 .9-70 .9&.70 .901.70 +0&49.3 Sr 4B -7o .91.70 .g&•70 -M-70 18-70 18149.8 .8144.9 or 16-70 19-70 16-70 +8-70 +W.70 .90742.9 78• 1w4c sero +81.70 fW.MG H•67 84• 49-70 1807.70 .801.70 H•bB.e FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) L I SHORT ❑ LONG Sim f � LONG � � gHORT 1 sroE �i s� 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND CA ANTMES, 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Doegn PMSM 010 9r WhkM AltW W to a FOM Aweaft Tube Wildon Dtnmluhn'A• Wider 23• 2&18H8' 21.W _ 33•UT 3r M• 48-U4• 631!8• 8B• Anchor Ardv Arohor Aedror AnoNp... ___- ___ 83. GAUP Dmw Deou➢ Oro- Dror9 Ana1 or G.V Amhp Doo p A WW OaouP Arrotror Wq9 Arohor caa P I I)THEWOMOVSWIDTHANDHQ(;HTMAYBEI AMM. FIGURE FOR VERTICAL FRAME ASSEMBLY TUI MAX. TUBEMBLY TUBE WINDOW DBAENSION 'A• 1 - WINDOW ADORIR O1M043N]N ANgIOR B• (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFXA7RATIONS IE W J Q FRAME Z SEE SHEETS 1, 4 & 5 FOR wvmm ASSEMBLY SEE SHEETS 1.4 & 5 WNDOW ANCHOR DIMENStON TUBE FOR WINDOW ANCHOR LOCATIONS AND_ LOCATIONS AND QUANTITIES. SEE SHEET _� 10LO-T-AL QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL zs S Z 3 FOR ANY ADDITIONAL ANCHORS REQUIRED ANCHORS REQUIRED FOR THE FRAME HE FOR TFRAME ASSEMBLY TUSE, WUJOOW DIMENMON I•�-- - (4, IF REO. ASSEMBLY TUBE. co pZ .A. U "PPMed et comQN7NpQ e.I� Florido eidinp Co@�_ } D9te AfOAB A � dt aN ba W J Q Z WLL N �- c S O zs S Z $H RZ fj) W co pZ U O 10 o U 0 L OaN ny � O r` LL Y O 7i a i U \ I N(,. No. 58705 OF A. LYNN AISLER• P.E. AS REQUIRED PER TABLE 3. SHEET4 Item DWU. Description Met 1 7006 Main Frame Head Sill & Jambs8063.78 Akm. 2 7071 Andtor Plate SOWTBAlurn. 3 700/ Installation Hole Cover 8063.76 Alum. 4 7010 Frame Corner Ke Steel 6 7078 Frame Gasket VlrrylFoam 10 7055 Fixed Frame Nola Plug PVC 31 DuaSeal Spacer 32 1713 Setting Block Or x 3116' x 1-314" EPDM 33 1714 Setting Block 21 x 1-71W It 1-114" EPDM 35 7036 Bead B 6083-78 Akin. 36 7042 Bead C 6063.7111 Wu 37 7059 iBeadD SM3411; Alan. 38 39 1224 Vi 1 &db Wst Thick 1225 Vinyl &dbWhtp(7hlnI Flax PVC 70 Flax PVC 70 50 70 Dow MSilicon Backbeddin 134 Add-on Flange --- 6063•TOAIan. 71 7004 Casement Frame Ass Tube 8063 T8 Alum. 66 H8 X 1- Quad Pn SMS Stainless Steel Stainless Stas) 90 tl12 x r Ph. Pn. TEK Stalnlesa Steal 03.646' .� .,25 f NOM..439• 2.701• - 7 Aw 2.784 ' . 9�. OFRAME HEAD, FRAME SILL & JAMB 71 ASSEMBLY TUBE #7005,6063 -TS #7004, 6083T8 .040' 1� 1.388' J r� � 1 �I .4714}11' Z69' 086. � I INST. HOLE COVER #7007,0063-T8 35 BEAD B #7036, 6063-T8 ' No. 58705 �O STA IJ3 ;1 OANCHOR PLATE 97071.6063•T6 .060' �� rl A86 T 0 38 BEAD C #7042, 8083.76 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CFRT. OF AUTH, 029296 r2203' +{ .083` TO ADDON FLANGE 700 #134,6083 -TO .172' jL� 1w tJ370' .888' 37 BEAD D #7058, 6083.78 4"Vowd.as tomp� Mib rM BTerkls a&K Data t BOM AND EXTRUSIONS I J ROSOWSKI I FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 %m*.1Nodek Seote: f: OM`8`- rina K.Rav: CA -740 NTS 11 OF 11 MD-CA740F-LM , MIAMI- MIAMI DADE COUNTY, FLORIDA 011 PRODUCT CONTROL SECTION DEPART11iENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMUIUSTRATION DIVISION T (786) 315-2590 F (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A', signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., beating the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact: Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless othenvise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages lel and &-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. ' NOA No. 13-0815.05 M1AM1 aADI: Co(Jh1TY{SC Expiration Date: May 26, 2016 021W ttis Approval Date: October 31, 2013 4 Page 1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI. 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted tinder previous NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922. 01) D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) _ r Janne A Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CownquED) 3. Laboratory compliance letter for Test Report No. VU 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitter) under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 114922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--2 SUITABLE FOR ALL LOCATIONS REQUIRING NONIMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLEr OPENWOWIDTH FOR VERTICAL MULL �'j MULLIONS / � SEE QETAa.3 A-0TA SHEETS 24 SEE DETAILS / A THRU G; SHEETS 24 I / MULL LENGTH /Nil III _1_ V IIT / III 0 I{ \ /SEE DETAILS j HORIZONTAL SHEETS {{---- MULL SHEET824 LENGTH HOBZCNRAL MILL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULUON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE INSCRIUMINIODE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS SPE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WDLOADS CORRESPONDING TO THE REOURED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1SM THE IM STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 A� � 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEETS 24 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER OPLBmm ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HIM PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HORIZONTAL 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SEE DETAILE, MULL —SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOUIRED TO PREVENT REACTIONS. FENESTRATION FOF ANY TYPE B MAY `BEE OF ANY S) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOAS; ANSVAFBPA NDS FOR WOOD CONSTRUCTION; MUST BE ADM -ALUMINUM DESIGN MANUAL MANUFACTURED BY PDT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MILL(` rOPERItCSWIDTH--1 1--HOWLMLULLmIm---j Lem HFO OPEN" !/ FOR CPEkING T ,0HIMf / /T T_i SINGLE MULLION SINGLE MULLION oPEt8HXG151DTH FOR VERTICAL MULL OPE Nm WIDTH FOR VERTICAL MULL •1 SEE CORRESPOIDBNG DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ASOVE. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUITEMENT (LBSWI-) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR �EZOIDAL•. GENERAL NOTES-.................. .._.. I INSTRUCTIONS ...... ........ ................ i ELEVATIONS. --- ................ ..W_._.. I MILL TO 2X WOOD__......._..._._.. 2 MULL TO 1X 8 MASONRY............. 2 INSTALLATION NOTES___.....__.. 2 MULL TO MASONRY_ -.-....__._r. 3 MULL TO STEEL STUD.._..__*_ .. 3 MM TO MULL_.._...-.-.-..._._._... 3 ANCHOR SPECS ...................... 3 ALTERNATATE CLIPS __............ 4 BAY MULL INSTALLATION. 1 X 2 X.126 MULL SPECS_____._6 1 X 2 X .576 MLL SPECS..____...8 1 X 2.76 X.378 MLLL SPECS -........7 1 X 2.76 X AS MULL SPECS__. .8 1X 3.126X.809 MULL SPECS.__ -9 1 X 4 X .128 MULL SPECS_ .......I* I X 4 X.376 TUBE MLL SPECB....11 1 X 4 X.376 T MULL SPECS_- il 1.25 X 3,188 X.2%MULL SPECS_.12 2 X 4 X 26 MULL SPEC.'S.._._._...... 13 2 X 6 X 26 MULL SPECS ----- M 128 X 2.11 X.126 MOLL SPECS_. 18 30' X 326 BAY MULL SPECS.._._.. 16 4V X 328 BAY MULL SPECS.__.... 17 MULLION 8 CLE DIMENSIONS,-... W20 EXAMPLES 18 2_.._._.__..._...._..21 LOADING EXAMPLES._____.22 sY ODt 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBWM FROM TA13LES to THROUGH 13A, ON SHEETS 6 THROUGH 17 m =MjayT IGBVISBD RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLIONBBlIddHBCoN IS SPANNING l b with 1711sWa Q�{C VERTICALLY OR FIORIZOMALLY� THE MULLION CAPACITY tLBtGJF7°) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE AcapllvHce No�+LjL• REQUIREMENT IUMIF" FOR THE OPENING OBTANED IN STEP 1) 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LCL THM M Comm VALUE REPRESENTS THE V41NOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. WWWI U 11111777 S) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE � /i ANCHIORISUBSTRATE!ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED :� �� = �/sENSF '•F? ': ANCHOR CAPACITY IS MET. �: k •k � No. 58705 7) IF THE MULLION CAPACITY (LBSIM OBTAINED N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT 488/FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THUS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 37w z 8) VERIFY THE DESIGN PRESSURE RATIO (ILS FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL 10, ,••,• R P • �2� MULLION CAPACITY (LBSI n OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE % •., LORD ,• � � 9) HIGHLIGHT OPTIONUSED AND TABLCT E E VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.MULLED SI�, NAL Y. A. LYNN MIWER, P.E. FL P.E.S 68705 ,,,-MULLM MULLION ATTACHED TO IX -PER ti ER SUBSTRATA I AND DETAILA: DETAIL B: .1 -MULLION MULLION TO 2X WOOD SUCK OR WOOD FRAMING WOOD SUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) tT-Ttx.=SEE SEE TABLES l8-10118EE NOTE 1, T ED MULLION< F SEE SHEETS --F Tml 1&20 FOR HOLE 4 DISTANCE. m,,,OR f LOCATIONS n e I 1 SEE SEE TABLES :3 Lo VNT MULL EDGE EDGE DISTANCE limas 2 IAY SO FORMASONRY L UWALLED ANCHORS w < M THIS METHOD. 4 VMM FOR '4 SIDE VIEW 2 o All ANUIONS 4 A MAYBE BY o —M EXTERIOR INSTETUAWHOD 4 EDGE LLE DISTANCE 4 MASONRY FOR 4 0 Z < tf 11 ANCHORS 67 r- if A EXTERIOR 4, TYP. ANCHOR np PERSUBSTRAX SEE aimussle-i noa SEE TABLES IS -100 HOGEAM DWANCE SEETABLES BL929ITFOP 1B."S ATTACfBaENT NOTE I. SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION KM SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST HE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY. USE ONLY MIA OADE a"M APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. PER SUBSTRATE. BEE TABLES 10-1013 AND ATTACHMENT . . . . . . . . . BYOTHER% SEE NOTE 1, SHEET 1. MIN 2.7 Km CONCRETE oft cmu FRONT VIEW w ww4dy6nz with dto Flt wo X LYNN 4f ... ........ No.58705 STATEO Q/ &/0NAl-'e A 'WR NI WILL FL P.El 68706 DETAIL E: DETAIL C: AWMIN• MULLION TO MULLION Oil MULLION DIRECTLY ATTACHED TO INTERSECTIONNOTES: w•-� MASONRY STRUCTURE MULLION (U -CLIP) 1) MAY BE INSTALLED IN -TEE- OR 'CROW 11 (STANDARD CLIP SHOWN) v INTERSECTIONS. Y a 2) MAY BE INSTALLED HORQONTALLY I (SHOWN) OR VERTICALLY, d PYP UBSTRANCHOR 3) SEE U -CLIP DRAWINGS, SHEETS 18.20 Q ETHEPER TAMES IS-1ON BEE rABLE9 tB•,OB TOP VIEW FOR CORRESPONDING MULLION. U)ng EDGE DISTANCE M�1 I I j < F VAPoES"ANCHORSr- _-�1 J W 012 STEEL SCR..", � t: SELF -DRILLING OR PRE -DRU 7- � tEXTEMIOIR MULUON AND USE MMS W e•(1JMULLION EXTERIOR°`°''AW-aONRY �. VANCHORS Ou•caaP j r ° PER SUDSTRAT E BEE TABLES 18-108 Q • TYP. ANCHOR SEE SHEETS 14-20 FOR .PER SUBSTRATE. HOLE LOCATIONS SU DRIP SEE TABLES 111-10B FRONT VIEW EDGE ATTACHMENT �� ES F N E SHEET 1. . , Do EDGE DISTANCE g 0! -SEETABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIM 2.7 KM CONCRETE OR CMU 16.108 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: -STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eFOR8=TEM PER SUUBSTRATE, SEE TABLES 18.108 __2) QUANTITY OF ANCHORS AND MUlLK1N SIZE SHOWN ABOVE ARE FOR PICTORULL REPRESENTATIONIRSVISM ® re 00m 4*gwDN Dw plod& ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE X FFOR�CORRECT QUANTITY ANO LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE `„ HOIEFOLLOWING SHEETS. FOR DETAI S A -D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` �T�3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. ��4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3 `® EDGE 5) FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY. USE ONLY MIAMI-RADE COUNTY APPROVED ��ONNAIELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. STUDS THI►O�THAN � T FRONT VIEW DAI COMPLIANT MMTtt THE R. BIMNiG ATTCODE.ACHMENT SYOT * NO.5870S EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTE.S:tu sA1Sy3,' 1) FOR 2X WOOD -BACKED STEEL STUDS. WOOD ' O ANCHOR VALUES MAY BE USED. '��(S :FLORIOP.•�G,�� 2) SEE CORRESPONDING MULLION TABLES. �'77,`,S,1ONAI. SHEETS 6.17. FOR QUANTITY OF SCREWS. A. LI[IiIIL R P.E. FL P.E.# 68705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETALLSA6. \ SMEM 2AND 3 FFORR INSTALLATION y� TOSPECEIOMMS MTE& STANDARD MILLION 0.U' M OWW TO FIT FIEID CONDITIOL4. 0 0 0 0 SIDE VIEW SHOWN WITH P X OX A2V MRLION 1 DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O TOP VIEW I TYP. ANCHOR I PERSUBSTMTE. SEE TABLES 1S -11B t I I I I I I I I I I II 1 I I 11 1 I II 1 1 1 ANSLEAVOW 1 I I I 1 2 PER! \ I I I MISTE I I I I INS= I I � I j cb INTOWOOD.SIEEL. STANDARDCU'TOSE ALUM, CMI CER MASONRY MJDB[EO IN -FIELD. EVEWOR ® I � DISTANIX PERANCNOR NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.28' X 2.1 T X .12E MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. t� EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) EXTERIOR F Flaldu ufO ALUMCMU ORMASONRY I 1 NO - - - ERGE OWANCE � PER ANCHOR o O NOTES MR INSTALLATION OPTION O 8 H: ��`UNy IYNM ' • �� 1) USE 2 ANGLE CLIPS PER MULLION END. CLAS MUST BE INSERTED INSIDE OF MULLION. `� ��: �LGEN�'' p 2) DETAIL O: SEE TABLES 18.113 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE * NO. 58705 LOCATIONS. _ •((/� 3) DETAIL it SEE TABLES 128 OR 133 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. STATE: OF •�.t�S., FIORIOP.•a�j��:: E. FL P.E.9 58705 TABLE 1A TAR[ F 1R NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PURE 1: E 2 FIGURE 3: *-IF 0 0 1 ANGLE CLIP MUST BE USED IN PAM. FIGURE 4. FIGURE 6: FIGURE 8: Lll TABLE NOTES: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --t 1.0w 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOCCR OPENING WIDTHS S ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT 008 NSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18•2D, 24M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '12r CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRESSURE -TREATED SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083T6 AND BE A MINIMUM OF.128' [I - YELLOW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THIO( (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X T X.126' MULLWN LEAST .126• THIO( AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I LYNN * ii,�i * No. 58705 * ' �6L1�15� '�; A. &kNBW[I Eli, PA. FL P.E.B 68705 AnOhorCapaohyTableabs) BUhetretC 27k owmele 3At Ceele. CYO FWAd CMU PT Wood Mdsl Atr2lorClpPaaelm Anoka TV. 3110' ft. IAt4oan 114 El- Up -3110' 611V Eleo ulroom Elco Uheoon if4' Elco 1BU90pi Ur SS Eton aMS• Eft U4 88 Ek o "aleel 012 6te41 012 6teM AOptelMa I110soe11 A04404ty eaeor(Off) Sder(O5) eceesr(as) Edge Detseoe (24 r 2-Vr r 2 -VT 3.04 r -- z-1rr - — P ...-- 2-1? z '—bUfi r 04r 0.6P 1132P Embeenea (!np t3K 1or 13'4• 130• r 1.114' 1-sw 1-1Ir 1.114- r 131x• 1318- (see."4 Ano16a 4 ! a t644 Ms 110206 a6 4 Aedwe®1.14 Rom O.Q I gWnftd IN Met) CUP 090. 2; 4m the 7mlhe WA WA WA WA WA WA WA WA 552116 eW 06 11201604Ahm 43• Mh O.0. 1(2)206 kq% Clips I M 3j 7mUs 780x6 emm "mm t666me qWA380 WA 7001Ee 000116 mu 2301m wft BID me 112Dbe2 Anohas @ 0.44 Mh O.0 711C11µ 0d41AT Alun. M WA WA WA WA WA WA A AWA WA WA WA 11610 1AnWw/F-0Bpfti 81 109160 18006 22810 44506 62306 177101 370x6 234186 33206 191 Rs 183116 210166 2m% WA/tiff-WMO.C,/F427PM61 201160 3mlhs WA WA WA WA WA WA WA WA 70644 420180 9mtm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PURE 1: E 2 FIGURE 3: *-IF 0 0 1 ANGLE CLIP MUST BE USED IN PAM. FIGURE 4. FIGURE 6: FIGURE 8: Lll TABLE NOTES: =ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --t 1.0w 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOCCR OPENING WIDTHS S ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT 008 NSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18•2D, 24M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '12r CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRESSURE -TREATED SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083T6 AND BE A MINIMUM OF.128' [I - YELLOW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THIO( (18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X T X.126' MULLWN LEAST .126• THIO( AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I LYNN * ii,�i * No. 58705 * ' �6L1�15� '�; A. &kNBW[I Eli, PA. FL P.E.B 68705 I TART F 7A TABLE 2B Muulon Capac4 Table 07A2 -- ------------------- Anchor Capacity Table (lbs) Opening Width (0.rvel0oe0pspamin muAons)orOpenln0Nelpht (for hDAzontety-spannIMwAons) Anchor CupPatteme -bdrate a.ulorTypx 27k contnet. 3I18'Ebof3tlWo. 1/fEiwllltfeoon 3.5k Caw. 6MW 61`*1M umfwm 501. ofFJootAlraeen so In 7010 Ede. Ust- paX Dom 001. r too 1, 3108• 12010 24W r 140 in 7 160 In 7 1x2xA7a ReCWIpuW T1epRdag. Reew"PIN lmdig Ladtna �n8 Tm7Rdwo Reolenpl9. Tl6WTda19 RedwVUW TmWftra. Reotenpde. TmWTdena Rnat4Nd3l Tm#Tdap. Rwtena.da T14WTdup. L-Xft Loaft Looft L.d9q Lo70YC Lo6dko L*0*9 1.0"80 Loaft Lo"m R�tae�+ Losav TMWdan9 Reaapltffi 1 -9 -ft OoplTdelq. t.9dna Tube Mullion I-aw 1314* r 1-Uf $$L.edY$$9 1-114' 1.1/4' MOW 1•i/f 7 I -w 1.W (M nft 2Aaobom 0 4.W Ift 0.4 / UMOM a 0110d mp 4210 170.0 620 170.0 435 151.3 OR 170.0 478 M? 692 170.0 We 113.6 682 169.6 618 100.8 6B2 168.9 617 Me 662 IWO 517 76.7 682 186.9[313 mw. 84.8 082 186.9 617 60.7 682 188.8 517 4910 121.8 6W MO 419 101.4 607 119.2 410 889 507 109.7 403 780 607 IMS 389 W.8 607 89.8 397 608 607 98.0 396 50.7 BOT 990 652 M. 43.4 607 990 396 380 007 BOLO 396 8810. 50.628m 103.7 460 110.0 378 694 466 919 371 74.1 466 90.6 364 64.8 458 84.6 360 57.8 416 61.3 357 IMS 458 800 376 432 466 80.0 WA 37.0 450 600 380 324 450 800 358 WA 6410 614 400 03.3 339 71.2 400 009 328 81.0 400 72.7 302 634 400 67.3 318 47.6 400 64.0 315 427 400 623 314 35.6 400 81.6 13601. 30.8 49D 61.6 313 287 400 61.8 313 8910. ti01n 623 324 609 276 61_9 324 67.5 270 446 324 513 284 389 224 499 280 34.8 ZM 43.9 207 31.1 321 42.0 254 290 324 40.6 WA 22.2 324 406 263 116 324 406 2636310 03.6 294 57.4 212 448 294 492 246 314 290 438 241 338 291 39.8 237 298 284 37.1 Zit 219 294 362 232 224 294 33.6 19.2 204 330 230 118 294 33.4 230 681n 416 266 49.6 230 30.0 7H8 424 225 334 26B 37A 731 292 288 34.1 216 26.0 286 31.8 215 234 266 298 212 19.5 126 290 t8.7 268 21.7 118 209 14.8 176 11.3 288 27.7 226 196 209 176 721. 310 226 37.9 198 $Mo 725 ffi.2 191 267 228 284 188 226 226 208 186 200 215 23.6 1ffi 180 226 221 180 160 228 20.3 m 128 225 Is In 308 202 1 320 177 266 202 27.2 173 21.9 202 24.9 170 112 202 21.6 167 17.0 202 19.7 185 163 202 18.4 183 12.8 202 197 18D 10.9 202 168 188 90 2D1 100 Me 7610 283 192 29.8 IN 23.6 191 25.1 we20.2 1ffi 220 162 17,7 iffi 18.7 169 16.7 182 10.1 157 14.2 192 190 "0 11.6 1. 162 152 10.1 t92 144 160 8.9 102 142 160 9010 tab 144 16.0 128 16.4 144 181 126 9610 162 927 168 113 TABLE 2B Anchor Capacity Table (lbs) Anchor CupPatteme -bdrate a.ulorTypx 27k contnet. 3I18'Ebof3tlWo. 1/fEiwllltfeoon 3.5k Caw. 6MW 61`*1M umfwm _ 3118'E0.1Alr.c. ofFJootAlraeen FOW CMU Pywood uem BS &Iw alta• Etw v4' is meo 810 &.b BMs" It2 Blob Ap404Ia Ubmw Aapre"a G-IGW SenmPS) Sara(0a) Ede. Ust- paX r 2.92' r 2.117 3108• r 24W r 2-1A• 7 3-ur 7 our OA4' 0.324 Emb.OMMA On 1314' 1:94' I-aw 1314* r 1-Uf 1.v'r 1-114' 1.1/4' MOW 1•i/f 7 I -w 1.W (M nft 2Aaobom 0 4.W Ift 0.4 / UMOM a 0110d mp as 861 r. ilm So mw. 430 4 Awftft Q 1.18' Min. 0.0./Stmlded 7w Ra WA 7OA WA WA 38D P. WA WA WA WA WA 652 M. 6101* 1120 as 4 Anil 87 Mtn C.0. I(TN20 N91. LUPI 91c. 3T 7600. Mo. 8810. ISM R. 18980. 5401. 0800. WA ran In. 9361.. 6600. 23649. 652 AM 6400. 11200. 2A.has ®0.46- Min. O.C. / u4om DRO 118' Abml. lRp. WA WA WA WA WA WA WA WA WA WA IV wA WA WA 778 Bs 1 AnetwlFCBp (F0.. E); 18694' 1861* 2251.s 445 as W"8. 13601. 1400. m0. 370010 as 3320. 8910. 183x6 Das 2801* 2 MOM 1.16- Mh C.CJ F,CBP OV. 6T MRO 36110. wA wA WA WA 1901. wA WA WA WA WA 329 ma 420as 680 Ae.. I NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: 0 ANGLE CLIP MUST BE USED IN PAILS. FIGURE 4: FIGURE d: FIGURE 6' • 1111 1 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (� XX (ANCHOR CAP.,,o„a,\ _ANCHOR CAP.„, MULLKXN CAP.,w,,,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLKX4. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 6 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.2D. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 8083•T6 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL. STEEL TO BE AT LEAST .126• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREEN THREADS BEYOND THE MATERIAL. 16. Florida \``v� • �( LYNN �'(�''i, it * No. 68705 :v`• CA l o U 3 A. CENN13ALU P.E. FL P.E.# 68705 TABLE 3A TARI F :4R NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2. FIGURE 3: r _0 0 ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: MGURE & FIGURE e: —unuR -ANCHORCAP._ USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 18 LOWER THAN THE MULUOh CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS L4 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-MLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-76 AND BE A MINIMUM OF .126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Celt! l Y REVISED B with She Florida k 7k Na 58765 ��•� ! S AT i 3 OF '•• 'i�'C�SS FLORIOP.•��2: t6.1� 1 � A. LYN OMILLER, P.E. FL P.EJ7 587115 Anchor Capaely Table (lbs) Snh61at8 271CCVted. lak Can Hanawam Fled CMU PT BBd rletel Anchor C6p Pa08nro AaaMr T7pa 3I�EboUBroan yr Elm UAu6m 6114 Ekro uu� 3/W'ebo Waaan yr Ebo U6remn W 68 Elm IVW Ebo W 86 Ebo 0108tee1 e128tea! SU SW t4ftm AMMOSW Sa' MSarow(G61 Sm (GM Edge Otq+ 0i r 2-V2' r 2-82• 3.114 r 2-v6. r 2 -YT T 3•V4 r a4r EST a=r Embedmma law 1316. 14W I-wr 2 1-11'' 1-16. 1-1w 1-W 1•9F 1•v4* T 1316' I-xr (Banie4) a oa or 1390 V. 390ft 450 ra m6 Ahs leo raOhs 0' Obs 4 Amhm ®1• W Ain. O.C. I Stw4wd W0" C6P(SA 4 4M M 7006' WA WA WA WA 360 U. WA WA WA WA WA be 640 U. 1120 Ma 4AneMn8TM140.R/(2)2BM6b Cope/(Fi 4 78OWe 780 a' 690 M. 1660&6 Isso ms 54010 smbe WA 7811 me 938 The aw Aha 2384 ft aWlbe NO a' 11201b 2 AeaMn 8 OAr Min O.C. I UGµ hdo v4 Ahk11 ft. 4k A WA WA WA WA WA - WA WA WA WA WA WA WA WA 718616 1 Meiprf F•COppM1g. 87: 19ama tea roe 27Ba6 4400' en les 136ba 140 P. 1770' a70wa 234 Ws 332%6681 Ls 1030' 2as6' -280 A' 2 Ambms 81.16. UK o.C/F 2.400' 360106 WA WA WA WA 190 The WA WA WA WA WA 328 RB 42D 016 1 6600' NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2. FIGURE 3: r _0 0 ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: MGURE & FIGURE e: —unuR -ANCHORCAP._ USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 18 LOWER THAN THE MULUOh CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS L4 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-MLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083-76 AND BE A MINIMUM OF .126• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Celt! l Y REVISED B with She Florida k 7k Na 58765 ��•� ! S AT i 3 OF '•• 'i�'C�SS FLORIOP.•��2: t6.1� 1 � A. LYN OMILLER, P.E. FL P.EJ7 587115 TABLE 4A TABLE 4B Mullion Capacity Table 611 - An *rCepaefty Opel/ngW1dIh(torverlea*speriftriU m)atOpenIngH (fornu m3) 150In 606 706 801. 906 IOOb 1201n HOM 1006 1 x 2.78 Rn°tmpda` U6Prrd�O• R4obw" I Tr6pt0 wa mmu"wo W111014. Rear 46p10acp. Reoreo9dr TrePRAeop. ftchinplor I Topt10an9. Rectenyd4r n-ordo q. R1a1a19dar 116001814 Realapdar vwmmm x � La6d1p L -*M U -ft L=ft Looft looft I"" Lwd6a Lc6BnD Lc� Loadto L -ft Iadn9 L -ft Loaft .660Ahon. Tube eWeUeGt17k +$�Lwd09 ygLoaft I&ftcona 426 170.0 820 1709 435 1109 1 744 170.0r476 170.0 866 170.0 See 1709 092 170.0 810 170.0 1118 170.0 621 170.0 1240 170.0 621 1709 1406 /70.0 871 109.7 1820 170.0 521 130.8 1820 170.0 621486 170.0 700 170.0 624 110.0 660 1700 170.0 9M 1700 00 170.8 1131 170.0 681 170.0 1276 I= On 08.0 1417 170.0 880 141.7 U17 ilOD 806 M1.5 1417 170.0 060 10%3 MIT 110.0 680 50A966 170.0 747 1TOD Sha 170.0 690 170.0 170.0 1018 170.0 884 1700 ItO 170.0 723 =2 12M 170.0 747 148.3 1280 170.0 750 MIA MM 1700 766V S 1288 170.0 768 91A 1268 170.0 769546 3tt0'Eko uWaem 1700 707 1709 612 11&0 858 170.0 I= Ilia 170.0 764 ISM? 1130 170.0 600 M39 1130 1700 837 120.0 1130 170.0 658 1006 1130 170.0 a9i 0&1 1130 170.0 WI 70.3 1130 1709 601 606 1700 Bas 170.0 701 140.6 016 N23 12&5 015 144.6 748 1009 915 1323 736 WA 016 M3.0 726 87.9 016 11&6 720 732 016 114.4 716 628 016 114.4 715 6L9 915 INA 716 eah 161.8 890 101.0 T10 1299 630 13&0 1065 870 1212 861 94.9 an I122 670 649 No INA 682 Tell 830 NA M6 87.3 630 NA 049 542 We 04.1 60 47.4 090 04.1 649 606 132.1 767 140.0 650 110.0 767 I106 94. 761 NSA 004 826 757 08.1 811 714 7W 88.1 806 6&0 161 642 000 6&0 767 709 597 41.2 767 742 661 41.3 TM 792 601 Mh 101.7 838 SOILS 5W 048 038 01.0 810 72.7 0.10 80.1 630 818 638 722 621 60.6 Me WA 614 SOA ON rt.3 008 424 836 57.2 50D 38.3 636 66.3 497 31.9 030 662 497 76b WA 671 00.4 496 MI 571 Me 486 a. 1 67.4 470 54.1 611 40A 471 460 571 569 464 41.2 611 1518 459 30.0 671 47.0 451 30.0 91 44.1 447 27.0 571 NA 448 18 In 00.0 542 83.4 474 Me 465 67.1 612 821 460 50.0 50 697 449 44.4 60 619 442 409 60 471 437 393 50 429 QO 2&8 50 40.0 425 25.0 SM 40.4 423 9Dh 5.1 407 63.7 351 46.4 365 372 407 39.8 349 373 407 36.3 343 28.0 407 32.1 934 21.0 407 209 334 21.7 407 28.1 327 189 407 24.1 322 I&3 407 23.0 310 Mb 422 358 N.1 320 373 3N 30.7 353 32A 309 20.8 358 2&a 304 238 358 2&1 300 21.8 350 24.0 206 17.0 196 21.0 289 15.3 350 103 284 1081. 30.1 283 SOA 253 28.0 251 219 265 228 247 teA 2&i 199 244 161 215 We 240 1&1 213 1eA 251 JA3220 111 b z7A 287 T. 17.1 287 183 231 10.4 267 169 228 i&3 2M 2.6.e 236 IBA 267 208 1106 220 229 22.3 200 lab 203 115.7 229 W2 202 TABLE 4B NOTE: FOR THE OFFSET 0.r, USE THE SAME AMWFUK VAt 1tNN ANU ANUiLM VALUES AS 111E SIANUA74U ULD'. r ->CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANGNVN ISAmw i T AW101mtN 1 TURn'1ULA: (OP,,,) X (ANCHOR .ANCHOR CAP.,„ MULLION CAP.,,,,,o, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. "Florida FIGURE is Fl RE 2: TABLE NOTES: -1 tow r ,}7eo1 7Lo 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING10 1 0 1111 4 e Pmd1t1 Canuo SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE.'&j INNIV 1 i I U 11111 FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2.760' ``4�CENSLc HOLES TO BE DRI LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. * :• No. 58705F I F '. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROl1T4ILLED w _ _ CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALL BE PRESSURE -TREATED al � •O . 913- fY` FIGURE 4: FIGURE 8: FIGURE & YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083T8 AND BE A MINIMUM OF .126' ST • j� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO 13E AT '.�O � _ I LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I' X 2.76•X960 MtILLpN �'�� ' .,FCORIOP.•�� ll__11�J THE MATERIAL. '�'7SS/ONA%- `Go" A. LY , P.E. FL P.E.# 88705 An *rCepaefty Table Obs eWeUeGt17k I&ftcona Hoodwemu FrodCUU P'rYYooa naw AMIIWCBPP80ema ^^ T 3tt0'Eko uWaem v4•eko tAraom 6110' Ebo IArmm 5rre'alw lAlaom vP Ebou9waan IGT es Elco BI18' Elm YP 88 Etoe a" ated 9M We 01289ed ftmesw Lamm Agp odw 8«ma(015) emw(o6) Ooaer(o5) Duwm Khf r 2•1W r 2.177 9 VB 2.1/r r 2•Yr 3+18' r 046' ROP 0 0.e 14W 11w 400c 1-34 r 14P 1- 1-1N' i -VP Vw I -VP r I-xv I -W hm Me4 O4 O. S ---w0 1) 360 w6me 13A NM 20YM 3M ea 741110 40tbe $86a. 1182 as =10 Not- 4*MM 01.10' MOt O.Q I MWOM W01440 CMP 9411. 21 480 me 70008 WA WA WA WA 380 We WA WA WA WA WA 6ffm 1MOOe 4 O3'Wn. O.G/(2)218AnQSC1p/(FI0.3) 780156 7wom 880111 / 00 wa its SWPA 680fhe W Te0R8 930 880 ft 2304®6 SWU 1M PA Alahae OO.4S60a O.C.1uwRblo Abm.(ft. WA WA WA WA WA WA WA WA WA WA WA WA 710186 tAn WIF618pM0 t96. 195 Me 276IOe 446@8 803Ee 136 W16 140110 17X66 370®8 284&6 982®6 681- 103166 110Rs 280bs 2Arxlnl6OL .CJF42*(fl0. 186 360 WA 1 as WA WA 325 the 4209n 680Wie NOTE: FOR THE OFFSET 0.r, USE THE SAME AMWFUK VAt 1tNN ANU ANUiLM VALUES AS 111E SIANUA74U ULD'. r ->CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANGNVN ISAmw i T AW101mtN 1 TURn'1ULA: (OP,,,) X (ANCHOR .ANCHOR CAP.,„ MULLION CAP.,,,,,o, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. "Florida FIGURE is Fl RE 2: TABLE NOTES: -1 tow r ,}7eo1 7Lo 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING10 1 0 1111 4 e Pmd1t1 Canuo SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE.'&j INNIV 1 i I U 11111 FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2.760' ``4�CENSLc HOLES TO BE DRI LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. * :• No. 58705F I F '. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATE& CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROl1T4ILLED w _ _ CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALL BE PRESSURE -TREATED al � •O . 913- fY` FIGURE 4: FIGURE 8: FIGURE & YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6083T8 AND BE A MINIMUM OF .126' ST • j� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO 13E AT '.�O � _ I LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I' X 2.76•X960 MtILLpN �'�� ' .,FCORIOP.•�� ll__11�J THE MATERIAL. '�'7SS/ONA%- `Go" A. LY , P.E. FL P.E.# 88705 TABLE SA TART F FR --- - AnohorOapoftTabtaps) subowc Vk Cowde B.Bt Cees MOM= I" cm mdd AWw Cgp Peftm Anah. Tpps 3118 eke 4Y.oen 1K' eke lrumm OW Mo IAr.00e 31M Ebo Uu.am Ur M. Utnnm tM as Eloo IV16'ebe t/r88 ebo W 0128W PM A2saOeta Lllto AyvOG" (0M SWWPM r4SO alum 0.o 1' 2-vr r 2-trd• 3 -Ur 1' 2.1R• 1' 244 r 3 -Ur 2' o.32r EmDWmcd 11w 14Ir 1-3w 1414' T 1-v4' 1-tf,r --P-74 t-t/r t yr •1H' T i:q (weode4) 2 ®1•'%' 1 15010 184 27010 :m10 386 7406 6 6 /tm6 IAotw 01.1lr 68n O.C.1610d-dc9pm 4601* 10010 WA WA N/A WA NOW -WA WA WA WA OS 1120 4 Mmhon 07 No. O.C./R)ZdArt&c'p RF 76010 7m10 68010 16606 1M86 606 88010 WA Mo. MVA MOS. 23641* 6» 11206 3NM. 0 0.IS N&L OA I UIHp, We UVAkot (ILO. WA WA WA WA WA WA WA WA IDA WA DOA I Andw1p48p(Rlp. 16610 18310. 2206 1466 m26 1366 14010 m10 3T06 2810 33210 1816 t10 26810 2MOM.®t.tr Lae. aC./F4iptFi0. e7< 21010 38010 WA WA WA WA 1606 POA WA WA WA 3286 42010 6606 NOTE: FOR THE OFFSET GLIF. U5E 1 HC SAME AN4TIUK t'AI 1 EKN ANU ANGKUK VALUM AS i Mt: 5 tANUAKU %;LV. FIGURE 1: FIGURE 2: FIGURE & o F 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5. FIGURE S: TABLE NOTES• ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (ANCHOR CAP.,,,,,,, ANCHOR CAP. , `MULLION CAP.,,,„,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED To QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION (X828 SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM $HALL BE WS3-T6 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. a"a * ' N0.66706 �A t I 13 w; EOF L�IGNOM0.0.1BiZ� P.E. FL P.E.O 68705 TABLE 8A NOTE: FOR THE OFFSET 0.1P. USE THE SAME ANCHOR PAT I teRN ANU ANCHOR VALUES AS 111E S IANLAA9U CUP. -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CO RRESPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE Z. FIGURE 3: FIGURE 4: FIGURE S: FIGURE S: • • • • • • • • ••F-010. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE Mullion Capacity Table(WW) Openhlg Width (for Wf e["pannlld morons) or Opening Height ON hadzm0alpspaMn81m1tl m) SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 601. saw 761. Bob 90l. 1006 1206 1406 180b Ha80a Cmu 11spTder•. Ra6vPeTM TapRd•e9 nap70Wp. Red•e9e4ae nsp7dma. Red• 17ap w0.. Red -wit, I TrapRao Aaoimpda n0. mlog. Redxvder I TrWnkn Redwigtgs Teepinlalg. 1 x4 x.120 LSD Loaelnp Lmeing L -ft Lem•tg L -ft I..." L -ft Leedap Waft LemeB.p Lce6nB Ina•O2 L*Sft Waft lmd.0 LOae6g � Mullion ilP EketNaran IMP as Bee N19•Eko tWaBEfw Maw 912fffed 0128UN LMMCW AI1T� 8amr(t� 8em•(" �+(� Edge W Wes I' 2 -Ur r 2 tw 3.1R• 4210 170.0 010 170.0 435 170.0 TM 170.0 4711 170.0 BBB 170.0 808 170.0 882 170.0 We 170.0 1118 170.0 621 110.01240 170.0 621 170.0 140 170.0 821 t48A 1400 170.0 621 IVA 1489 170.0 521 406 1780 700 170.0 824 170.0 NO 17U 684 tMO 9112 ]TOA Me 170.0 1133 170.0 Set 170.0 1275 170.0 871 1118.3 1303 170.0 880 130.3 1303 170.0 NO 111.7 1301 170.0 800 97.7 1303 170.0 060 80.8266 170.0 747 1700 503 170.0 1198 170.0 031 tMa 1018 IND 844 110.0 I10 170.0 723 1661 1236 170.0 747 140.8 1235 170.0 760 117.1 1235 170.0 758 100.4 1236 170.0 755 87.8 1238 170.0 788 616 170.0 7.7 170.0 612 1700 9811 170.0 691 1118 170.0 754 MCI 1108 t70.0 Me 1372 068 170.0 547 12M 1155 170.0 065 Ina 1161 170.0 061 08.2 1180 170.0 881 772 1168 170.0 881 606 170.0 869 170.0 701 168.1 1042 170.0 797 100 181.1 BS2 1261 1012 14&T 816 111.2 IQ0 138.0 1101 100.0 1042 130.2 791 Oat 1012 1241 7� 7I.11 1012 126.1 782 82.5 1012 IZg.1 782 636 170.0 930 1711.0 740 1642 F710 992 tba8 SIB 90 144.4 7119 1114 992 131.0 7112 t00.8 90 121A 788 90.7 0.92 114.6 788 75.6 9112 1064 745 84.8 992 1060 744 867 982 100.0 744 086 180.4 0.Q 170.0 780 137.8 947 140.0 785 947 130.3 788 103A 947 117.7 762 91_9 947 10&7 735 817, 947 1022 727 08.9 SIT 96.1 713 "A 947 940 711 51.7 94T 940 711 726 1360 849 142.7 737 if&2 949 121.0 777 819 108.9 708 81.9 049 9&4 899 70.6 049 88.7 BBB 87.9 1149 82.7 876 690 849 70.3 868 480 849 72.6 80 426 849 72.4 861 766 111L6 782 120.7 6811 98.3 762 1025 8112 782 80.0 BW 122 762 BOA 829 812 762 742 520 67.8 762 442 BW 4&1 782 670 602 41.3 782 669 687 38.1 782 690 895 786 108.9 724 111.4 834 89.0 724 94.5 821 781 724 8211 1169 N.8 724 74.4 ISO 69.4 724 6&i 591 53.4 724 Oa4 863 44A 724 57.3 673 30.2 724 64.3 mar 30.4 724 113.0 68S 006 690 513 TIA 483 68.0 643 867 474 49.7 50 029 466 40.6 643 47.1 465 30.8 50 428 452 34.8 613 39A 446 29.0 613 34.8 438 74.0 60 321 430 21.7 50 30.7 426 961. 67.3 478 BOA 427 47.0 470 49.1 419 400 478 432 412 36.8 476 305 406 310 416 34.8 400 2&7 478 320 US 23.9 478 W.1 3611 20.5 478 "A NO Me 470 24.2 378 100 b 40.3 377 41.1 341 335 377 34.8 335 2&e 371 360 330 2&2 377 20.6 326 22.4 377 24.0 32t 20.1 377 220 317 168 377 t9.0 310 140 377 17.1 304 1400 Me till. 37.1 357 378 373 300 367 31.8 3W 280 357 270 313 23.2 357 24.4 308 20.6 357 22.0 305 Me 397 20.1 30t 164 357 170 2114 O Ancilm® s 446.0.0. I p) 216 kegs Cops (Fty. 2 11706 1206 291 3011 28.9 278 245 306 25.1 274 21.0 306 21.7 DO tai Sae 192 287 181 3011 17.3 283 61060. WA iNb 17.0 212 17.2 198 384Bbs 97800 1m"S 15106s NOTE: FOR THE OFFSET 0.1P. USE THE SAME ANCHOR PAT I teRN ANU ANCHOR VALUES AS 111E S IANLAA9U CUP. -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CO RRESPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE Z. FIGURE 3: FIGURE 4: FIGURE S: FIGURE S: • • • • • • • • ••F-010. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE Anchor Copuby Table (Ib•) SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.Vk Ommats &a COW. Ha80a Cmu • Filed CMU PT shm Anchor Clip Patism AnWOt 7YN' 3/18'EbO I.W4ur1 Ur Bm l,Qre0m/ 6H8•Eko 121/0400 3n5 Bew U0xon ilP EketNaran IMP as Bee N19•Eko tWaBEfw Maw 912fffed 0128UN LMMCW AI1T� 8amr(t� 8em•(" �+(� Edge W Wes I' 2 -Ur r 2 tw 3.1R• r 2.172' r 2-ur r 3-178' r 0.45 0.64• 0.324' Emboo mB 1S1C 1 N 144 Vw r /-tw 1-U4• 1 -Ur I -Ur 1 -Ur Mir r 1175 ISIS 110164) 2 @4. 'f9&O.Q/ S1a0681dCOP ft l O72p 330 3110 Its 16000 83060 1844 Poe 27061 280100 3310.9 74060 48863- 118261 k0. 6110 4A1dmm®2ffi'60&O.W610a td Crfft 70063 700its OB00t 14t063 =1111 190 880144 WA 6306s WA mIts WA 65201s mom 1120Fo5 aAhma t.tr NN. ox. lSmnftd(8p(Ry. ON Its 140008 WA Ick WA WA 7806s WA WA WA WA WA 13 W 1830W 221063- 4A1WW%QWOa60.G1M 216Aa$s CBpB f M016 MO$ OOOW IM Its 3=018 86063- 5WW 70863- 1400 Me 9X ft 132368 2.18568 86263- W. 112063- O Ancilm® s 446.0.0. I p) 216 kegs Cops (Fty. 2 11706 tt706s 10:056 2340 to 281405 St00s 61060. WA 11400» 140463 1320 Its 384Bbs 97800 1m"S 15106s 4 AndM G 0.46 Mla O.Q l "KA IWo US MI6. (Ry. 7j WA WA WA WA WA WA WA WA 1'Dl1 WA WA NIA PDA WA 143263- 2AIWmis®22 W&0.Q1F421p(Fiy. mom NO On 26061 7M 03- 478W WA 230 Its WA 31668 060 440 Its 003- 321103- 49061 6006* 4An bom 6/.15 WA QQ 1P (Fig. 04 48063- 1 Mao I WA WA j WA WA 38063- WA NIA WA WA WA 85203- 111063- It2060 NOTE: FOR THE OFFSET 0.1P. USE THE SAME ANCHOR PAT I teRN ANU ANCHOR VALUES AS 111E S IANLAA9U CUP. -ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CO RRESPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE Z. FIGURE 3: FIGURE 4: FIGURE S: FIGURE S: • • • • • • • • ••F-010. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES FIGURE S: • • • • FIGURE 8: FIGURE 7: • • • • TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES- CRETE SHALL SPECIFICATIONS. HOLLOW AND 01OUT-FILLED • • COONCHE TE T ( MI CCI90. WOODSHALME PRESSURE -TR 0 6 LCB.00ONFORALUMINUM OAS M PINE WITH OF THICK STEEL ANGLE CLIP (FIGURES 6&8) MUST BE USED N PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .045' THIO( (10 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 11•1 mm, `�.��ON•( TNN ,H�� •�.,�� `* No. 58705 :gyp' 3-T N f3 A LYFPJI 'fkjftgj. P.E. FL P.E.A 68708 TABLE 7A TART P 7R FIGURE G. FIGURE 7: Mullion Capacity Table SW An9hwCapacity Table (Obs) ANGLE CLIP (FIGURES 668) MUST BE USED IN PARS. Openhig Width ((or vanlcaly-apaRt> mulilons) -Opening Haight (fou Ito imbly-6pmWng muttons) M1. 601. 701. M1. 901. 100 In I 12010 11401. IBDIn et•s TRplftl% RedwoAq TtsplTdan9. TWOM••. • Reolonp4ar Woo. Redagplet Tft"N V. Reote 040 Trap7N••. Rbdw4 ol• Tiapn6tp. UWWoo. Raa1.n0etel TR•/GIsn9. Reeggp6r TreprM•tp. 1 x 4 x .376RmftogAw L- t9 toetla9 Load" Lowing Laaft L -aft L*ftfm 4.oedtt9 Leadtt9 Lea8kt9 Looft9 Loednp L."m Loaft Lo6d+nD looQn9 lo6dn9 LaetLp Ahm Tube l�f� fill, a 11 11 111 111 11 111 11 11 �a 1 11 111 1a �A � �a �a � a 2.117 1 it 11 if 11 11 1 1 1 11 1 11 � it 1 11 1 11 1 1 11 11111 11 11 1 1 1 42 In 170.0 620 170.0 436 170.0 144 170.0 478 170.0 M6 170.0 6M 170.0 IN IVA 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1486 170.0 1111 170.0 1716 170.0 621 170.0 1067 170.0 621 481. 170.0 me 170.0 624 170.0 660 170.0 681 170.0 982 170.0 030 170.0 1133 170.0 661 IMA 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 1180 170.0 1963 170.0 680 151.8 2024 170.0 680 50.6261n 170.0 AT 170.01 503 170.0 898 170.01 031 170.01 IOC 110.0 BBI 170.01 1195 IT" 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1791 170.0 756 150.0 1919 170.0 756 138.6 1810 170.0 766 611. 170.0 797 170.0 1 612 170.0 966 170.0 1 891 Me 1116 170.0 764 170.0 t276 170.0 803 170.0 t414 170.0 097 170.0 1684 170.0 1168 IMA 1799 170.0 061 137.1 1789 170.0 Sal 120.0 1788 170.0 884 1-tlr set"70.0 1163 170.0 701 170.0 1083 470.0 797 170.0 1240 170.0 678 170.0 1417 1700 944 170.0 Im 170.0 9M 168.6 1819 170.0 1033 120.0 1819 170.0 HO 111.0 1819 170.0 1063 97.2 1818 170.0 1083 2 ®4. O.C.1 Cop or 70.0 930 t70A 746 170.0 1118 170A 680 ITOA 13M 170.0 910 170.0 1406 170.0 1015 166.7 ISO 170.0 1076 t4l.0 150 170.0 t122 117.6 1542 160.6 1188 100.7 1542 167.0 1167 116.1 1542 t87A 1157 880aa ISM M6 70.0274170.0 TM 170.0 1189 170.0 907 170.0 1384 170.0 1002 180.8 1472 ITOA 1088 142.0 1472 186.0 1148 12&6 1472 168.6 1110 107.1 1472 117.0 1108 010 1472 IIBA 1101 80.3 1472 148.0 1104 9 740.6 70.0 W83 170.0 878 170A 1278 170.0 IOM 1500 1320 1682 1101 1310 I= 149.9 1082 117.3 1310 137.0 1068 100.0 1320 12&8 1019 68.0 1120 117.0 1024 76.4 1320 112.6 1013 68A 1300 112.6 1012 WU 100. 70.0 1122 170.0 0.N 149.0 1184 1M.{ 1011 1262 1104 119.9 901 1112 1181 126.7 978 911.7 1161 116.3 084 89.8 1181 1070 962 74A 1184 970 97.4 84.1 1164 911 927 60.1 1184 92.1 816 680163 1410106 60.1 tt24 170.0 967 138.4 1124 147.0 9M 110.6 1124 129.0 047 1010 1124 1149 931 92.3 1IN t03A 910 810 IIN 96.8 908 M2 1124 09.0 BBD 59.3 1124 84.3 881 61.9 1124 83.2 876tOEI Mft WA 844 1110 760 714 00.1 814 94.3 738 77.2 01419.3 670 644 73.3 712 80.1 844 Sea 702 64.0 644 61.4 MS 45A 844 642 We 80.8 ON Me 6M 33A 844 47.7 60 1t20lb6 8AndWX1.1 CAL ISWM CIP(R2.4 89.1 742 910 BM 742 742 772 661 630 742 MI 60.7 742 M0 611 4" 742 54.1 822 440 742 400 ON 37.1 742 43A MO 31.0 742 390 690 27.8 742 37.5 611402A WA WA SRO 63A 530 611 089 618 621 44.7 SM 511 3&1 5M 41A 506 340 508 37.3 498 31.3 Me 342 492 28.1 560 280 461 222 609 25A 472 19.5 6M 24.7SFA WA ISA 666 511.0 600 40.0 SSS 416 483 41.2 1163 487 38.0 553 38.0 480 32.0 MS 31.2 473 20.11 6M 31.3 45T 24.0 6M 27.1 467 200 M6 24.3 440 1&0 6M 21445.6 7M06 780@6 475 48.4 433 38.0 470 3&0 428 310 475 420 286 416 200 414 262 476 268 4M 21.8 476 24.5 401 19.0 476 21.1 3M 182 . 10.726.4 560.6 7086•R__ql 330 28.7 306 220 330 221 301 18.0 330 207 18.6 330 17,0 203 2384 ms TART P 7R NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES., FIGURES: • • • • • • • • • • ff • • • • • • • • •L11-.1 FIGURE 6: FIGURE G. FIGURE 7: An9hwCapacity Table (Obs) ANGLE CLIP (FIGURES 668) MUST BE USED IN PARS. Aldtor CUP Pattern et•s 2.71(7xweta 16k Cane. Hoom Ctt6/ FEW t2111 Y&W mom N10'E3eo I1r8SElw 6/18'1 w tW 69 Elco 11081 d 11281od maw Mello Type 3118 Eko Uirao4n Or Elco lara56n Lamm3H8 t3o6lBrea4tl Ur ern 19ra1an A9,13stm U6two AMVGdw ((M 8a-(Gq ((R Edy CUI•le• M 1• 2 -IMC 1• 24M 34W 1' 2.117 1' 2-Vr 7 3 -Ur r mdr 0.6r o" Emtadeleld lint I-W I -W 1514' lwr 7 t -Ur Mw 1-U4• 1-1r 1-f N' 1-tlr 7 1318' (aee OHe 4) 2 ®4. O.C.1 Cop or 106 163 460 880aa ISM M6 27006 2M ft 9 740.6 864 1182 WU 100. 4Anolml9®2.w Aft O.C. I awdud COP ft 700 PA 7MM3 680163 1410106 MMS WA 5M0s WA Mft WA 11600s NIA M20s 84006 1t20lb6 8AndWX1.1 CAL ISWM CIP(R2.4 MIA 1400 WA WA WA WA MOM WA WA WA WA ISA 139166 18M69 I 224006 4AMhWlQr &L0.C.1(-02x6AtVCip569g. 7M06 780@6 I =1170 1780106 32Mbs MOM$ 560.6 7086•R__ql 839Its 152067 2384 ms 8821.8 No FA times OAmbou®3' Min. O.C.IMMArIj6CHps ft lima* Mae 10103• 2310 R6 264406 on sioms WA14N 13200• 381061s Milos tM0s 16Mbs 4 MOM Q&45 64n. O.R 1 UCA 060116' (Bi WA WA WA WA WA WA WAWA WA WA WA 711.0tj&3-212Andm02.2 lith O.Q/FC1p(R8.6 3500e 350 r0. 290Its 70606 47866 WA 206• WA063 440lbs Ob =1111 r10a•4AoebWQi.16•W0.C.1F 4M@c7WIle WA WA WA WA 8S16e NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES., FIGURES: • • • • • • • • • • ff • • • • • • • • •L11-.1 FIGURE 6: FIGURE G. FIGURE 7: ANGLE CLIP (FIGURES 668) MUST BE USED IN PARS. ANCHOR CAPACITY AD.IIRiTMENT FORMULA: IDP-) X ( a ANCHOR CAP.- MIALION CAP.,,o,,,,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIS ED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY HE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 19 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO SE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHAT CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF A26' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �A Jl' :`��`rONY•l1TW RIj�1lii�i ` * ' No. 58705 * ' CL%ISTAI;� 13 �` ��•,• ICs :FtOp9OP.• C�C�: O lE 1 ` A. L ,NWNLLEtii,�.E. FL P.E 1168705 TABLE 8A 1.26• X 1.25" so IN 1Zeo r TMpJOWp. 16adl.0 LoaBrN Reatalgolerm Lonft 60 In TO In TteWOtoaD• Reelenal+r T -;w Larrlg Lw*m La X J3a IOOb 1206+ Reohnr- 1R WrftW Loam. Looft TubeMuq pp� 66 ReolrWdw DWI*. L=ft Load" , 42b 1740 620 170.0 136 170.0 744 170.0 470 170.0 989 170.0 gge 4 1740 706 170.0 . 170.0 650 t70A 564 tmo 892 170.0 47.1 288 tosin IIIb TABLE SB so In gob An horCapaolly IOOb 1206+ Reohnr- 1R WrftW Loam. Looft Reehnram L98ft TnWL1mi9. Raltmpdr Looft Tmp Mm2 Loedbg Laft ReolrWdw DWI*. L=ft Load" s Iipgg� 6 gge ¢ ..� 140 ta0b Re4lmlgrdm 7ftATd 4 ReahOpdm Tmowsep. Laaa9 Leadileg LwMO Lading MO 1736 t70.0 521 t5t.0 1789 170.0 621 137.7 1549 1]0.0 680 116.1 tMe 170.0 680 -nu UA~I T ALWU61 mr.N 1 FUR91ULA: (DP_) X ( ANCHOR CAP.,,,,,,,,) _ANCHOR CAP.., MULLION CAP.,,,,,,,, USE THE FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED (MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ... �. rv.. ,. K .,. �.��..... . .,._ , nc .�..n,c.v.v. w.. rn, , m,• ..,.v.avvnvn vw.a.co ro r nc o rAnwvai r.w. FIGURE 1: FIGURE 2: TABLE NOTES • • 1) SEE SLEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS E ALLOWABLE. FIGURE 3: ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIP MUST SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOW114G DIMMSIONAL RESTRICTIONS • • • • BE USED SHOWN ON SHEETS 15.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PARS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE • • 606&76 AND BEA MINIMUM OF .12G THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND • • • .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK AND A31L ALL • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 1111III111/ J��'ON� LTNNNA �� NQ 6670y1�llp �,�:• G t o is 0 '•, STAT O IS 1 S,S� A. LYW'Iki P.E. FL P.F-# 68706 An horCapaolly Table(Ibs) 391 Cao. I HOCONCMU F9ed CMU py u w AwtwCUPPaeevn AnelnlTyps 3I14'ebotRmaeN wBeotWraca Sur elm unwo 3/tirMoWr4m, welcoul- w es Bao 91B' Bm t/4• N ebo /t0aletl rt2lRed ria 8tad A�reB+lor UB=w AO1ba Saw(M) Sa p e) 8g (GM Edge Malcom 0n) r 2.12' r 2-Vr 3.1/S r 2•ur r 211!1 r 3.118• r 44S aw 432v Em6emnm4 tsw' 1.714' 13k' 1818' z i -w 1•w 7-w 1-W t-114' 1-v1' r tea' 1aar' (.m rale! 2 • / - w, O Andwas t18'17h QG /BWMmd CBp LMD. a) 490 g6 70056 WA WA 1rA WA 3806. WA WA I" WA WA ese6s even 112016. 4 Aao6arr H$3'tAa QQ1P)Z6An&dips ft. 3) 78006 7806. 88010. 15M an twono "a. 8606. WA 7606. 80886 9806. 238106 862 ms Was 112006 Ar616n®446.80.0O.Q/UCip 1No 117 Fa 41 WA WA WA WA WA WA WA WA WA 10A WA WA WA 14326. tAm6m/TClp(Hg. 51 too as 1866. 2258 445 Us a226s 1366. 1W6s 17768 37010. 7416. 330 6. 1836. 2t0 Us 2806. 2AoWmr 0 Mr 6gA QQ 1 F421p ft e) 2406. 3606. NA WA WA WA Is* no WA N81 WA WA WA 3786. 4206. 6606. -nu UA~I T ALWU61 mr.N 1 FUR91ULA: (DP_) X ( ANCHOR CAP.,,,,,,,,) _ANCHOR CAP.., MULLION CAP.,,,,,,,, USE THE FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED (MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ... �. rv.. ,. K .,. �.��..... . .,._ , nc .�..n,c.v.v. w.. rn, , m,• ..,.v.avvnvn vw.a.co ro r nc o rAnwvai r.w. FIGURE 1: FIGURE 2: TABLE NOTES • • 1) SEE SLEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS E ALLOWABLE. FIGURE 3: ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE CLIP MUST SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOW114G DIMMSIONAL RESTRICTIONS • • • • BE USED SHOWN ON SHEETS 15.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PARS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE • • 606&76 AND BEA MINIMUM OF .12G THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND • • • .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK AND A31L ALL • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 1111III111/ J��'ON� LTNNNA �� NQ 6670y1�llp �,�:• G t o is 0 '•, STAT O IS 1 S,S� A. LYW'Iki P.E. FL P.F-# 68706 y Muloon Cepacity, Table itime 2: Opening Width (for vatic *spand II AOM) or Opening Height (Por hailzonled"w"ng nn6lons) 3 • bol. 501n rain 801. 90 in tau. 1201n 1401n 1901. • R.W-VAa 1bp7fAmg Rea*aed.r T-wid-.9 RwUnW8a 11p/fd••• R-unwAa T*patwo. Ral8ep& Tr.plTdep. ftd= da TWRd 11*tspul8 Twffd®• 14eai.npdm Tr 5WI&M Ricurtode vmor er0. 2 x 411.26 W -ft I. -ft L.-ftLo-ftt--ft Loadny Laad.O LM*M 1"ft Loadrp t -ft Loa•r1B L. -ft L -ft Loada9 I.0*d1q I l•8•rg Laa•1A ftim Tube Mullion 11 1 1 1 1 1 1 1 1 i I h 11 h 1 11 1 h I h III fill I 1 1 111 h • Itg� tg�g �yj q¢ fy� (q� Qg pppp 1gg �sg gpI $}1 t� 1 5g 421. 170.0 1 620 170.0 436 170.0 714 170.0 478 170.0 tee 170.0 SOB 170.0 892 170.0 618 I IMO 1118 MA 021 IMO KID 110.0 1 521 170.0 14M 1m0 1 Sgt IMO 1738 170.01 521 1 170.0 103 17&0 $31 481. 170.0 709 170.0 524 IMO 80 Iran 584 /70.0 892 170A 810 IMO 1133 170.0 681 Imit 1275 170.0 877 170.0 1417 Ira0 SBD Into 170.0 170.0 500 IMO Was 17x0 Bas 170.0 2797 17170 am 50"In t7ao 747 170.0 583 170A 0.98 170.0 631 irao tote 170.0 684 Imo -IF,95 170.0 723 170.0 1343 170.0 747 Imo 1494 11&0 750 1700 1781 Imo 768 170.0 2082 170.0 750 170.0 2381 170.0 758 54 in 170.0 787 Imo- 812 into abs imo sat irao iita irao 761 Imo 1276 170.0 am Me 1494 170.0 037 Ira0 1694 Kao 868 1m0 1913 MO On irao 7231 Ira0 881 170.0 2660 Into 861 60h 170.0 so 170.0 707 irao 1063 170.0 7117 into 1240 Imo 878 Imo 1417 MR 944 Into 1591 170.0 990 IMO 1711 170.0 1031 170.0 2126 170.0 100 170.0 24M 170.0 1053 18x9 2800 Inst 1093 63117 Imo 910 170.0 u6 Imo me 170.0 860 neo 1302 Imo 010 Imo 1488 170.0 Ime irao 1879 lra.o Ione tm.o 1859 irao 1777 170.0 03l Imo 11x9 lean 2653 IToo 1771 440.8 2663 170.0 nn 681. 11,10 974 170.0 788 170.0 110 170.0 90a 1710 1384 Imo 1502 170.0 1650. Iran 1086 1710 1751 Imo 1155 Imo lata Imo 1210 170.1 23M 1ra0 1275 151.9 2437 IMO 1288 138 2497 Imo 1296 72117 171.0 IOBJ I70A 0.78 1710 K76 170.0 1008 irao 1185 170.0 1190 170.0 1790 170.0 1278 tiOA 1911 170.0 1315 170.0 2126 Imo IJN 1168 2104 170.0 1188 KIB ZIM 170.0 1628 10&2 2101 into 1630 78 to Imo 1122 170.0 837 into 1346 170.0 two 170.0 ION 170.0 1209 IMO 1784 170.0 1322 fast 1910 170.01142t 118.6 1880 170A 1505 123A 1980 101.8 lets 108.1 HBO 1540 INS 920 K80 15x7 1531 78 In /710 1151 ITOA 967 IMO I.170.0 Me MO 1811 170.0 1200 1710 150 170.0 1350 15x7 lest 1710 1474 137.4 1081 193.1 JIM 114.6 1601 147.3 1473 902 1851 139A 1450 86.9 tees 137A 1454 90 In 170.0 1328 170.0 1144 UM 1398 166.0 019 127.8 I= 13a.0 1108 111.8 1398 1212 1179 0.4 1506 1102 1162 a89 13M 101.6 1147 74A 1398 119E 1122 83.8 13" 02.7 1105 68.9 1399 790 1098 96 In 147.4 1229 161.5 1508 12x9 1228 IWA ION 105.3 1778 1112 1081 239 0&0 1044 81.0 1728 50.8 1028 73.7 1228 914 1016 81.4 1279 72.2 M 0.7 IZZ9 0.9 077 461 1720 02.1 1197 108h 1036 871 t06.8 677 88.3 071 69.0 882 74.0 971 77Z 6611 8{.T 071 SM 837 WA at 810 625 61.8 871 56.6 600 43.1 871 0.0 789 37.0 971 IIA 762 3x4 871 40.6 771 1111. 864 819 97.1 612 rah a10 s1.9 810 661 BIB 70.9 ses 50, 19 8x9 784 53.0 919 667 784 47.7 918 81.8 774 317 018 MB 788 343 0.18 40.2 742 298 010 97.1 732 1201. 76,6 768 748 710 6x8 786 84.6 706 63.8 10 50.6 60 411 788 -4 886 41.9 76a 140 677 37.7 sae 40.6 868 31.5 788 140 68J 17.0 780 91.0 Bq 216 Tea 244 671 1;91 646 37.0 498 312 548 31.8 491 27.3 810 262 4. 24.3 818 763 479 21.0. 618 7x0 474 18Z 618 180 481 168 618 172 466 137 648 168 448 144 617 13.7 648 44Z 501 38.4 1-tM OCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. is ru111r1u4 =ANCHOR CAP.,,. THIS FORMULA TO OBTAIN THE *ANCHOR ke" REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NMI. WHEN IT IS LOWER THAN THE MULLION NCITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: • FIGURE • 2: Anchor Capacity Table (1118) 3 • FIGURE • 4: • TABLE NOTES: &1109* • 3.501 Caw. • 1) SEE SHEET 1 FOR INSTRUCTIONSON ()SING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR md1m • Med CMU M o*d mdai Ando Cop Pattani Andwr Snr Etas u9eaan W Bw 139.00. 6"O'Elm uta�n 3118.800 L•ie*.n 100 Bao lAw4an 6178' two fir es Eters ata Std Bt SW 172 steel uueea• w,�7,11i6j ,7 Edo Ustance00. r 2-02• r 2.97 3-tW r 2-t@• r 2-tW"M r 0.46' 0.64' 0.327 • • Ea�e1a0. lair Wl4• tau' 1;91 r t-tM 1-tM tvr 1-tM LOCATIONS. 1-ur r 1310 tare (a6nnot. Q 2Anche*504. 0.Q/ 42Ip(Atgtm 39011 M • 1 161 M 364- 768468 PWA 11821. 328 42090 WOUss 4 A0oha.63 1;LaiLn.O.r lBhedetaWp@4p. 740708 7070. Snob 1465M8 14249. WA soon WA MR*sea 108 WA 6520. 6406* IMOD 6jjsd @1.71, Bo. 0.0.1 ftuderdCop ft. 4y US Ra 060 758 Re tWOs. WA WA 70500 WA 7ss708 WA WA em 1260708 tS6D084 Aadw*®rMBL 0./ M 215A1N.13R*(FIG.6 78090 06008 169090 189898 0 580- WA 78088 88008 23540* 8520. 61090 112080 8 Motion 0 T toe. 0.0./W 261 raw /SP*fFb•64 117060 117098 tMoss, 2340 28"00 a 64098 WA 1140&8 140490 I= M Olson tt5090 189090 3AIs*4m 1.37146L 0.0.!LLtnp.IBea 1re'Akm. (Rty. >k WA WA WA WA WA NA NA NIA t8A WA WA A WA NA 1 8le10ktl. ®OBr 19170.0./ 6da Ire' Ataa (FIS. WA A NA WA NA NA WA WA WA WA NA NA 21 M 2 Arwha*®2.06'000.O.C. I mw trig. 3m R. 3700* 3151M 743- 712100NA 28000 WA 3188. WA 4400* WA 3200. 120- ! 3 Aarlw0 V1 V Nin.O.0. l F471p(FIB•1 39000 Man 34000 79000 94000 270- 29000 NA 390- 40800 44000 118200 32800 42000 56,090 OCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. is ru111r1u4 =ANCHOR CAP.,,. THIS FORMULA TO OBTAIN THE *ANCHOR ke" REQUIRED" CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NMI. WHEN IT IS LOWER THAN THE MULLION NCITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: • FIGURE • 2: FIGURE • • 3 • FIGURE • 4: • TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONSON ()SING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. FIGURE 6: FIGURE 8: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. • • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE • • LOCATIONS. FIGURE 7: FIGURE & FIGURE 9: FIGURE 10: ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT • Ffl • (FIGURES 6&S) MAN BE USED (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.6& SHALL BE BOg3'T6 AND BE A MINIMUM Of •126' THICK STEEL STUD* TO BE A MINIMUM GRADE 33 AND .048' THICK (18 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL . . • • THREADS BEYOND THE MATERIAL. 2'X r X .25 NRXLION I'f will,Il,0 Florwa .111111'-1-17 7!// ,V�0�.fy ....!!.. No. 58705 tA EO �<G �7•'!S,S/ONA%- A. LYNN li t P.E. FL P.E.# 58705 TARI_F 1nA SON 00In 7001 001n Reelanodw Tsep7Td•19. Rea -oltu TmwTdslm. RsoWVdu TmpRAnp. Rmlm+ply TWO 2x 6x.26 80 Ln•Ctq Lmft W -ft Lwft L -ft Lftft Lm Alum Tube mumon I 42M 170.0 620 t7ao 433 170.0 744 I7a0 479 IMO US 170.0 600 170.0 002 170.0 .."W 1700 708 170.0 644 170.0 660 170.0 684 1740 182 170.0 670 170.0 it3:t 170.0 T 108 Polo 1 10010 12011 14011 Redwatm I TOI9NM Reomagder I Tt wdm Lo-fte londnp Loaft Loaft 1 111 1-11 I'll I'll 10 1,[ I'll I I FIGURE 1: FIGURE 2: FIGURES. FIGURE 4: FIGURE 8: FIGURE & FIGURE 10: FIGURE 11: • • • • • • •• • • FIGURE 6: FIGURE 6: FIGURE 7• ANGLE • • • • • • • • CLIP (FIGURES 6.7) MUST 8E • • • • • • • • USED IN PAIRS. IWb AML:IIU15 L:AYALil I T AUJU• In=N I FUFURULA1 ANCHOR CAP ..,,. (DP-) X MULLION CAP.m) aANCFBOR CAP.- am) USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RECUIRED' CORRESPONDWO TO AN ACTUAL PRESSURE REQUI�MENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLKNI. IT WILL YIELD A M9 ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 38906 ^••�.e NoZ.3�0 S NA WA WA N01 N01 WA WA 2884 x5 I+-20�"---1 Alwhor 01Ly Table (ms) 740Ibe 48800. 66205 1 05 32600 41005 fD6 WA 83906 W 76A WA 852810 84061• 152085 TABLE NOTES SuD6vete: 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON 2.7k Canomte LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 3.6kOmw. .� �� • • .. /�� ',,� WOWCAW \ a CEtIS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. (L000' FMWCMU PTWooe M•W Ar&ffC9pPe0ei7L5 ArStImT/pK 3/1a'HCOIwmeOn 114•EIooIAI40011 BI0• IRo• IHwaOn 3Fi5EM. lgla60n LreooL40eoon yr Sam. Bir Elo• IA' as a.•t09led AgWeSda 0 - A2,m04m •121x0.0.1 •12 SWW Snw( 6) SmW(85) BMW(" Eds7e Obtenaa 0eL Em r law T -FED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND GROUILL r 1 2.1rd' t av3• r 1-vr 2.1.01 M 1• +-1N" 2.18' +-v4' r t-vr 0.116• 1• r r 0.40' + 0.8r tw(bee 432r Mts 4)2 AndDmo414.70' MSL Q/ 1«$ 3B006 MULLION FL P.E.p 58705 tae Mr IDs 05 11 0n4 AWN1e®4AW MIL O.Q l Stmum CW Fa 37 78006 90006 1780 6W 00 06005 700 fm 14801De 03865 1104 Bx 230400 00206 04005 +520BAadSm®I.7r Mtn O.QISMnd6nl Qip(Fy.4) 118Dle !I-Wr' 101000 218606 WA A 0/000 WA 108806 WA Nal 130400. 1 R0 ?2W 05 4 An47lao®3'tWt O.Q 1(2) 2x6Aa)d Z-0+0•ek 7/0 N6 61006 I6600o 1M605 610x• 0600• 7011 MOM. MRS (18000 2304110 68000 01000 it •59A/1aDOs®3'IIDO Qc 7026 Af1[p•Cdp IRiF ST 168005 138005 312000 3702016 108006 1I201a0 WA 16200• 1872x• 1780IO• OT1B0e p041m tSWtbo 22101• t2Al•151+aI.8'M tO.QU(2)206A"*CBPSft.7t18800e 144000 37M0e N01 WA 7020b WA 100000 WA W WA 106905 220tD1 338000 4 Mob= ®1.34• MSL O.C. /LEGA Ydo v8' A3m (FW. 6I S Aoehafe®WW Mla O.Q I U4F,% Dao 110'Alen (F10. BJ: WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143205 2Andm Q4.80' O.Q1F-WV .t0U be 390 4501.0 890fD0 1632 270x5 28000 4Andm®I.7r MIn0.Q/F.COpft.11) 6400+ 70«05 60600 128800 WA t4U 47005 FIGURE 1: FIGURE 2: FIGURES. FIGURE 4: FIGURE 8: FIGURE & FIGURE 10: FIGURE 11: • • • • • • •• • • FIGURE 6: FIGURE 6: FIGURE 7• ANGLE • • • • • • • • CLIP (FIGURES 6.7) MUST 8E • • • • • • • • USED IN PAIRS. IWb AML:IIU15 L:AYALil I T AUJU• In=N I FUFURULA1 ANCHOR CAP ..,,. (DP-) X MULLION CAP.m) aANCFBOR CAP.- am) USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RECUIRED' CORRESPONDWO TO AN ACTUAL PRESSURE REQUI�MENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLKNI. IT WILL YIELD A M9 ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 38906 ^••�.e NoZ.3�0 S NA WA WA N01 N01 WA WA 2884 x5 I+-20�"---1 740Ibe 48800. 66205 1 05 32600 41005 fD6 WA 83906 W 76A WA 852810 84061• 152085 TABLE NOTES Mlemt Dodo 1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .� �� • • .. /�� ',,� \ a CEtIS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. (L000' IIT : No. 58705 7t 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS _ - 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTFUCTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. -_ O '• (O (S /3 T -FED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND GROUILL STATE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90 WOOD SHALL BE PRESSURE-TREATEDYELLOW ... • MINIMUM OF *• STUDS '�� s�� Ea �� HIOK. STEEL TO BE A MINIMUM GRADE 33 AND .048' THICK ((188 GAUGSTRUCTURALASTEEL TO BE AT LEAST .125 THICK AND A38. ALL ANCHORS INTO METAL SWILL EXTEND AT LEAST 3 SCREW r X 5X.28• a LYNNIMI�LLER, P E. THREADS BEYOND THE MATERIAL MULLION FL P.E.p 58705 TART F Its 60N BO In TON 80In BON I in 110N IdB In 180k Reewiw Twp/Tdeng. Reekngldat Totpl " Reotmgumr TWdmg. Redmgubr Tmpnftm Rao www Twafty_ Redela�Av TmpPTdang, Reemfgdw Tmp/rdonp Reece -x TCWTeA'6 Reol�Pdm Tapffft% 1.28"x2.11" Lm�nT.'d aLoadN6 .@jLeadtrg taouliq LuttlNB $$Loaotng Loadap LmtlND Lumsm L"ft Leodng Losev L-00 lmatnB LaM6p tna&g Loamro a.125"Alum d� i S� �� g Tube Mull qg�� ygig.l�$@ 3 1,11. 1 1 88111 1 1 2 1 1 [ fl i@11 II E 11B 318 is - ANGKUR GAPAGITT AUJUBTMEN I F-MMULN: (DP ) X ( ANCHOR _ANCHOR CAP.. MULLION CAP.,,"„„, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUI EOm CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M14WJM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND IOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRUMM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.83. ALUMINUM SHALL BE 8083•T5 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL * ' No. 58708 *' STA E (U A. LYNN MILLER. P.E. FL P.E.0 58705 Anchor Capacity Table (Ota) 2.Tk dnmetu 3Ak Cm. F"Qdu Metd Andtw C6p Paaems ~dv TmeG _ Bib'w. 3H8• Elm Uamcon ttt'tleo Wtraean um-2ne• ft. t0kenon _ ur 88 Elm VWElse Vreautco #108%d 0128" 91281ee1 ur Eke ltkecm AByeeemr tftt a Agg40d. Same (fib) eamr((M 8m 405) Edge Obmoa 0* 1• &1rC 1' 2.111 lur Y 2-t? 1' 2-17T Y 11AS' P Q48' tLIM' 0.22r EmbodMMI(NI 1.9/r iarr Isr late ? 1-1lr 1-iK' 1•tlr 1-1lr 1-I(4' 1-t)r r Isle• cafe' Nae noted 04,01pk Mo. me. wom me w ANGKUR GAPAGITT AUJUBTMEN I F-MMULN: (DP ) X ( ANCHOR _ANCHOR CAP.. MULLION CAP.,,"„„, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUI EOm CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M14WJM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERA. INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND IOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRUMM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.83. ALUMINUM SHALL BE 8083•T5 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL * ' No. 58708 *' STA E (U A. LYNN MILLER. P.E. FL P.E.0 58705 TABLE12A TART F 47A Mullion Capsally Table Anchor Capacity Table (W Opening Wkft (for vaM68*6pmning nvA") or Op9nMg Haight (for horlintalh -spardrg ) loin Go In r01n BOM 00In IOOIn 120M 1401n ISO In HOam1 CNU IN'EkoULMN 14 T74P m v R/a1mp16q Trap mwa Redffa r Dvf76an0. 11ealwWw Tra9t7tkn9.Re,1enA0er he9f7t1at4 ReaMtl9aly TnWTdatq RaalenDl4e TraDA9tw10 Rent+tgttr Tts9f16m9. Re"44u Tte7 mw* 3.25" 30 Load"toad,➢ La,•np Vw loa•tq LOad,p LOMt• 14-mv L - ft L- tp Laad9 Lwmtg loaft Loa ft L.&V Lueft LeaQW LO -609 BAY MULL r SAW r 648' O. affix 13rr tdrr I3fr r Ww 1467 t-tw 1-vr 1-ur 1-tfr r law 1318' (sarm94) 421. 170.0 620 170.0 1 435 170.0 744 170.0 479 170.0 886 170.0 608 170.0 941 170.01 S19 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1733 170.0 62t 148.1 1740 170.0 521 486 170.0 767 170.0 674 176A 860 170.0 564 170.0 992 170.0 MO 170.0 103 1700 661 INA 1276 170.0 677 170.6 1417 170.0 660 1622 1672 170.0 Ball 130A 1612 170.0 WO 114.2 1622 170.0 680 60.81610 170.0 747 170.0 S33 170.0 890 1 170.01 Wt 170.0 I 1018 1700 684 170.0 1195 1700 1 721 1700 1346 1700 747 ISO 1445 1 170.0 1 768 136.9 1443 170.0 166 1117.3 14431 170.0 I 768 102.8 1443 INA 767 M M 1700 797 170.0 612 170.0 ON 170.0 681 170.0 1116 170.0 704 170.0 1276 170.0 867 1804 1363 1700 837 144.3 1333 1700 668 120.3 1333 1700 881 103.1 1353 170.0 881 902 1331 170.0 661 601. 170.0 866 1700 701 170.0 1061 170.0 797 167.0 1218 1700 076 149.1 MIS 170.0 914 1294 1216 159.8 938 IIe.9 1218 1621 924 87.4 1218 146.1 813 87.6 1210 148.1 813 73.1 1216 148.1 Ota Mi. 17CO 930 170.0 745 170.0 1118 170.0 850 1602 1160 199.0 673 131A 1150 163.0 914 118.0 I1W 141.9 867 106.1 1150 134.2 886 87A 1160 128.7 a71 76.1 1160 1282 670 66.7 Ilan 1289 870 001. 1700 974 170.0 T89 162.4 1019 1618 661 130.0 MW 118.0 881 114.3 1046 133.1 aW 101.0 1048 1214 838 9L1 10{8 1149 830 782 1016 tOBA 821 833 1018 IWZ 919 67.1 1018 1062 816 726 140.8 SW 147.9 7M 117A 867 128.0 748 100A US 110A 734 09.0 867 1000 722 792 Sao ffiA 711 70.4 Sao 662 767 BS.7 667 792 893 602 BW 78.6 678 MA 867 18.4 867 YS In 1187 79D 126.1 MO 90.8 790 1004 878 BBA 700 03.3 667 74.8 790 WA 667 806 790 784 843 67.9 767 71.7 SW 49.0 767 67.1 624 42A 767 S21 8tO 37.4 790 01.8 017 Min It&$ 767 11&6 037 90.3 767 67.1 644 79.1 767 SSA 672 88.2 767 71.1 621 St.5 767 70.6 612 SL4 767 W.T 667 48.2 NO 59.4 M4 39.6 767 6&2 US 34.6 767 554 Bea 906 721 683 74.4 50 ➢0.I 667 02.0 491 514 683 68.8 467 401 SO 4" 476 401 673 44.4 467 3&1 693 40.0 467 30.0 SM 382 452 264 50 33.3 446 22.6 507 31.8 442 61.1 443 40.6 495 51.6 435 42.4 493 M.0 427 37.1 493 39.9 421 33.0 496 3&1 415 20.7 496 332 409 24.8 � 20.1 467 212 495 28.8 398 IaA 495 25.0 390 42A 333 34.8 Sal 35.9 348 20.8 391 31.1 342 28.1 391 27.6 337 232 381 24.9 333 20.8 391 216 326 17.4 381 19.7 321 14A SBI 17.0 316 M117.6 392 336 67.0 370 3A0 330 27A 370 2OA 320 24.0 370 26.3 320 31.4 370 22A 318 10.2 370 204 312 1&0 J70 10.1 306 309 289 26.3 317 25.0 2M 21.7 317 27.6 230 1&O 317 10.D 276 1&9 317 17A 213 AA 203 TART F 47A FIGURE 1: FIGURE 2: FIGURE & ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAILS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANGOR OPOM WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION8. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.86. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MIND" GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: .ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACRY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOF CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WLL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Mr BAY MULLION ��yyylllf lllj! , ` No. 58705 * ' =�o' � STAT D 13 • j ` 70NAL10,1" A. LYNN MILLERP.E. FL P.E.N 58705 Anchor Capacity Table (W AWwClpPabms Substrate.j Anolk(bil 2.7k C4amet4 3110' Elm U4•EkoUkaeae 3.6k Coro. brut Eko 1 n 3f1a•Ekou taom HOam1 CNU IN'EkoULMN F'OadCMU P W0o6 AtMN Ur aJ Elco 6115• SO 174• SS SO 8to sw 812 Steal 912 staet Aoafta Wisaon A0g80akf Savw(OS) Sorew(OB) Omew((ib) Ed"Obla2-tW r 2 -VC Vw r 2-U$ r2-vr r SAW r 648' O. affix 13rr tdrr I3fr r Ww 1467 t-tw 1-vr 1-ur 1-tfr r law 1318' (sarm94) W46o W 898 W 176765 2789a267 bs710W 4 Atphws ®3.6'190. QQ 1(2)ffi6Arde(Sp3 mile 7BoW 187066 2525 ft BIO Na 66767WA 11206s am 81067 218467 onIn MOW 112067 5And= Q 2.7r NBe. O.Qf 25AM&COpa112067 96867 224867 22816s 18A MOW l4rA 108968 WA 192067 PYA 87867 12WW I= OX FIGURE 1: FIGURE 2: FIGURE & ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAILS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANGOR OPOM WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATION8. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.86. ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MIND" GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: .ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACRY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOF CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WLL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Mr BAY MULLION ��yyylllf lllj! , ` No. 58705 * ' =�o' � STAT D 13 • j ` 70NAL10,1" A. LYNN MILLERP.E. FL P.E.N 58705 TABLE 13A I 6010 I sour 1 Tom 1 8010 1 9910 I /0010 1 12010 1 14010 1 loom I 3.26' 46 Lowing I Lo*dre I Leadng Leeann Lowing Lot** I Lowing Losdig Loed6ln faadre I Lowing Loadre I Loaft Loafing Loedo9 Losing taeag lowing DM AL BAY MULL � � 111 111, Jill, 11 ill ILII I I I I I I I I I DLIII IIIAI I ILII I I I 661 I ee.l 816 413 TABLE 13B FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED W PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXALT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRRLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 15-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.N. ALUMINUM SHALL BE 5033 -TS AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .043' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL pp—)X t MULLION CAP.„,,,,„I •ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIVIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1llllllf l/ No. 58705 S TEO 1 3 ,�(/go� .......... XL 111(dltlttgR, P.E. FL P.E.B 68706 Anchor Cspaolty Table Ps) Subsh tx 2. Cmlcmts SAcom"NAM Roaw FMed CMU PT Mew ArdwCup Pabw Aeoh*rType 308 Bwt4rama tfrElcotberm 6716' Elco UOmm IW Etta UMUM 1/r SS Eko 6718' Elco IW 86 Bco e10&ed •126ted N2 Stee1 AWm6ta I30a�n Aygetlft t7ame(06) SmwM Se—M Edge Wbttae 1' 24W r 2-t/! 34V�WA 244 r 341W r oAr mw a3zr Embeftsed(m. 1-3W I've 1.910' 1aM r 1 -yr r 1-Vr 1-Iw 141r r 13B' 13B' ON roe 4) ®6' n. 0.C.1(2)2a6 AngeC6p*(Rg. ik 390 We IIs 46069 890®* 17802a ft Tom IBS 6* 72000 116269 3286e 42OM* 680109 4 Aldwm 0&r 68 MO. It)2t6An& CIPfig.2) 7606* 780Ms Mbs 1570 be 262616* 11206s 6086* 680®s 23H bs =6e 640 On 11206* 0AndoM M 27r WL MQI 2t6 Ctps(Fig. 112063 1120Ms MIA 224868 22M Mn WA 106963 WA 13106a NtA 87863 128010a 188063 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED W PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXALT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRRLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 15-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.N. ALUMINUM SHALL BE 5033 -TS AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .043' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL pp—)X t MULLION CAP.„,,,,„I •ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIVIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1llllllf l/ No. 58705 S TEO 1 3 ,�(/go� .......... XL 111(dltlttgR, P.E. FL P.E.B 68706 .376' MIN. .376' MIN. Cuf HERETO _ CREATE FIxO+ -- STANDARD CLP 6083.78 ALUM CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-11 FOR THE ANCHOR O.C. DWIANC E. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1116'. .376' MIN. 1 i IT vOFFSET CUP 8063-U ALUM. TOPVIEW 1 .338" MIN. 808&TS ALUM. S1_SEO FOR ALL 1" X 2" AND 1' X2.76• MULLION& SH�T868 TOPVIEW .338• MIN. I U -CUP 6063.78 ALUM. 1'X3.12GX.80D' MILL ONLY. SHEET 8 TOPVIEW 338' MIN. U•CLIP 6003-TOALUM, 1.26• X 3.188' X.266• TOPVIEW TABLE B " a�, %mid//%j/%/a/tea ,,,,% ' III, - 2X6 ANGLE CLE' 8083-T8 ALUM. 2000' XSECTION .126• MUM �- ---- 6.000' __------- ________ 2X6 ANGLE CLIP 8083-TBM MA. TOP VIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ 1113•. Mull Dimension (shoat 0) Mullion POT Part 0 Std, Clip OlfsetCBp U•Cllp Angle Clip 1^X2•X.126(5) 68M 688113M 16MI118M 8SM43M i i 1"X2'X.376 (8) , SM14M 6881119M OM44M 888S12M Cuf HERETO _ CREATE FIxO+ -- STANDARD CLP 6083.78 ALUM CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-11 FOR THE ANCHOR O.C. DWIANC E. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1116'. .376' MIN. 1 i IT vOFFSET CUP 8063-U ALUM. TOPVIEW 1 .338" MIN. 808&TS ALUM. S1_SEO FOR ALL 1" X 2" AND 1' X2.76• MULLION& SH�T868 TOPVIEW .338• MIN. I U -CUP 6063.78 ALUM. 1'X3.12GX.80D' MILL ONLY. SHEET 8 TOPVIEW 338' MIN. U•CLIP 6003-TOALUM, 1.26• X 3.188' X.266• TOPVIEW TABLE B " a�, %mid//%j/%/a/tea ,,,,% ' III, - 2X6 ANGLE CLE' 8083-T8 ALUM. 2000' XSECTION .126• MUM �- ---- 6.000' __------- ________ 2X6 ANGLE CLIP 8083-TBM MA. TOP VIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ 1113•. Mull Dimension (shoat 0) Mullion POT Part 0 Std, Clip OlfsetCBp U•Cllp Angle Clip 1^X2•X.126(5) 68M 688113M 16MI118M 8SM43M 6SW11M 1"X2'X.376 (8) 688088 SM14M 6881119M OM44M 888S12M 1" X 2.76 X.376 (7) 68607 S88116M 8661120M OW45M 6M13M 1"X2.76'X.S60'(8) 68808 S8811SM 6WI121M SM46M 886514M 1' X3.126 X.6017' (8) 660M 6881118101 M1114MI 668242M I SM15M 1.26 X3.1BB' X.266 (12) 68841M 6661117M 6681113M 688241M SW516M 1.26 X2.11' X.126 (16) 69370 WA WA I WA I WW17M CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • U18'. TABLE A Dimension Value on) For Mullion: A 1.826 1' X2" x.12S Aluminum Tube Murton B 2.864 C 0.896 D 0.740 A 1.126 1'X2" X.376• Aluminum Tube Mullion B 2404 C 0.835 D 0.490 A 1.875 1" X 2.76" X .37S Aluminum Tube MtW[- 8 3.000 C 0.757 D 1.118 E .460 M6,. A 1.312 1" X2.761 X .65W Alundlnsn Tube Mullion B 3.000 c 0.476 D 0.638 A 2.000 1' x3.126• X .SW Akan Tube Mug B 2.837 C 0.883 D 1.137 A 2.626 1.26• X 3.188' X.286 Alum TWO Mug B 3.262 C O.B82 D 1.762 A 1.813 1.26 X2.11' .121" Alum Tube Mug NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THOS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Florida �'� . �,oENSF'• �F,p'� No. 58705 All STATE Otis) lir '%S7,ONAL 0,1" A. LYNNIALLbi, P.E. FL P.E.# 68706 3e' SAY MULLION 6083-T8 ALUM. XSECTION 7 T .226'J � OST -i 48' BAY MULLI 6063.76 ALUs XSECTION .226'J �-.=--i .385' _ 740` 1--.128' I 1 I 128' 2.628' 2.050' I 2.126' 2.00(r.126' I I .12W STANDARD CLQ .126-r "UP L Mw ANGLE CLOP 0063.78 ALUM. 6063.78 ALUM. 60113 -TS ALUM. 3/5" XSECTION XSECTION X -SECTION b.600' - CUT HERE TO S' 376' .376' 3.126"---� CREATEF•CUP.sEE .376' -- -'� MIN. MIN. I DETAILF.SNEET4 .376' CENTER OF 1 I I 1 i ANCHOR HOLE j MI I 1 I I I MUST LIE WITHIN t I I I I i THE DASHED I I BOVNDARY.SEE I I 1 I 1 878' I - _ - I I - _ - I F SHEETS 5-17 FOR I 1 THE ANCHOR O.C. I f I I I F I DISTANCE. 1 I I I MAXV" I 1 I I I 1 I ANCHORHOLE I I I 1 I 1 DIAMETER: I I 1 I I 1 ANCHOR I 1 DIAMETER •1116'. - 2X8 ANGLE CLIP rC 8063.78 ALUM. CENTER OF ANCHOR HOLE MUST LIE STANDARD CLIP U76AL CENTER OF ANCHOR HOLE MUST LIE TOFMEW 8083.78 ALUM. 8083.78ALUM. HMT19N THE DASHED BOUNDARY. SEE TOPVIEW D 1" WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. 4• SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE Mg10MUM ANCHOR HOLE 0611 DISTANCE. MAXIMUM ANCHOR HOLE !eYlL1ETER ANCHOR DIAMETER • 1HB'. DIAMETER: ANCHOR DIAMETER ♦ VIV. \ TABLE C .376' MIN I 1 I I I i I I 1 I 1 I 1 I I I I 2.260' :T H I 1 I I I I I I 1 1 I I 1 OFFSET CLIP •12� 6083.78 ALUM. TOPVIEW NOTES: - ' - F - 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 8.17 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE D Dlmanslon Value(In) ForMWlian: F 3.887 1" X4" X.126" Aiurnlnum Tube Mullion G 1.000 H 2.880 F 3.187 1" XV X.3717 Alumhan Tube & 'r MUMM G 0.767 H 2.430 F 2.813 30' Bay Mug F 2.876 46' Bey Mug (Null Dimension ($best 2) POT Part R Mullion SUL Clip OtttetCBp UL91p Angle Clip 1'X4"X.125'(10) 60384 688111M SMI122M 68MIM SM18M 1-X4'X.378'(11) 66810 650112M 6861123M OM42M 668619M 1- X4' X.376'7 (11) 86653 668112M 6661123M 688242M SM519M 30 Degree (16) 68549 WA WA WA S86511OM 45 Degree (17) 66550 WA WA WA 668.9111M Pe ~ * ' No. 58705 * ' �-0 to A l DF' 3 :•�� A. LYNN MILLER, P.E. FL P.E.# 68706 TABLE E I Mull Dimension POTPertA .379 MI4 I I I I , I , I I I I --- -�- I I j I I I I I I (1lhset0) Mullion Std. Clip U -Clip Angle Clip t '1 r' •126• 2' X4' X.28• (13) 08802 868281M1 886271M W"112M I , 1 , I I 7 X S' X.28' (14) 88804 ON202M Si 8272M 6865113M 4.888' STANDARD CLIP 2.000' I 6083.76 ALUM ON TES: I I I X -SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •126' DIMENSIONAL RESTRICTIONS OMEN ON THUS SHEET. , 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE I , I HOLE LOCATIONS. 1.450• 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 4.00P xXCX.2S MULLION 6083-78 ALUM. X -SECTION ZIXWX.W MULLION 6063-TOALUK XSECTIOi .376' MN. q BOP F --...-ate, CUTHERETO I I t S�DET� , r-SHEET4 ------------ I--- -------i I, .379 MI4 I I I I , I , I I I I --- -�- I I j I I I I I I 3.43 L - STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 8083-78 ALUM. WRHIN THE DASHED BOUNDARY. SEE TOPYIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DW6fETER: ANCHOR DIAMETER + 1/18'. 6.6OP 3.60P---�{ CUT FHERE TO .376' I CNNEIETO SEE !7AL F. AW MIN. E MIP. I` r - c..e�. r MIN I I I , I I I t 1 1 I 1 I I I , 1 , 1 I I I , , , 4.888' i I I I I I I I I , 1 I I , I I , 1 , I - BTANOARD CLIP` 0063•TO ALUM. TOP VIEW LjT2.12W0053 -TO ALIM 2X8 ANOLE CUP �• 6083•76ALUM. g Y 2.000' XSECTION IL .126'TAW bbl. .379• --------------------- I 1 i 1 I I I + 3.438' 3.436' 1 1 i I I -- -- L--- ----------� MN. LCENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ VIS'. .376' I 1 F I 6.438' P 1 U -Cl P BOWTB AURA. USED FOR 2' X P MLp! ION. BHEET 14 TOPVM 2X6AN13LE CUP CENTER OF ANCHOR HOLE MUST LIE 80e3 -Te ALUM WITHIN THE DAA BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1F18'. r---------------------1 1 I t I I 1 j i 1 i I I 1 I 1 6.438' I I I I 1 I I 1 I I 1 I I I I L , _ WANGLE CLIP 6063-T8 ALUM TOPVIEW MN. Y. umv MIN _ 9 15 �` `C � F tS ' ZONAL 1E " A. LSWNFAILLEkP F- FL P.E.#68706 ir MULLION LENGTH NO ANCHORS IN HEAD NOANCIORS W Ym100W Sal ASaL N1DTH —DPEMNG%vm THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-50.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+320' -�8'. REFERENCING SHEET 22, THE COLUMN USING H RECTANGULAR LOADING MUST BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED ' DESIGN PRESSURE OF +80.01-50.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET THIS APPLICATION. THE LICATION. X 2.78'X.376' MULLION NOT BE SUITABLE FOR THO(LENGTH - 72'. OPENING WIDTH - 707 MEETS THE DEPTH REQUIRED, HOWEVER TEEM DON PRESSURE IS 0.58.AND WOULD3 PSF g Q pp Y' FROM TABLE 4A, SHEET 8, THE V X 2.75• X .860` MULLION (LENGTH - 72', OPENING WIDTH - 707 HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS � E FOR THE b OPENING AND MAY BE USED IN THIS APPLICATION. NOTE TANCHOR CAPACITY REQUIRED OF 838 LBS. 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) X12 ANCHORS iHE2X5 ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL Z C4 aT 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 6 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. GgH IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W " THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF; In F•- (60 PSF) X ( i PPSSF� 0 624.8 LSS (MAY HE USED TO QUALtFY X 10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3111•. THE OPENING REQUIRES A DESIGN PRESSURE OF +M"-5&0 PSF. Z � � d`� LU FOR THE VERTICIL MULLM 1 Q r III VIII II � WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.O/ -W.0 pSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.01 N IIIIIII � t ll) 0 - 52 SEE 32• SEE DETAILS. FROM TABLE BA, SHEET 13, THE 2.' X 4"X 250' MULLION (LENGTH =108'. OPENING WIDTH =107 HAS A DESIGN PRESSURE OF +1-04.7 PSP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY TZEQ1pREp OF BTt LBS. III 11111. SHEETS PRODUCTS FENESIRATON"N APPROVALTHE a III 1 NOANCIORS W Ym100W Sal ASaL N1DTH —DPEMNG%vm THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-50.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+320' -�8'. REFERENCING SHEET 22, THE COLUMN USING H RECTANGULAR LOADING MUST BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED ' DESIGN PRESSURE OF +80.01-50.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET THIS APPLICATION. THE LICATION. X 2.78'X.376' MULLION NOT BE SUITABLE FOR THO(LENGTH - 72'. OPENING WIDTH - 707 MEETS THE DEPTH REQUIRED, HOWEVER TEEM DON PRESSURE IS 0.58.AND WOULD3 PSF g Q pp Y' FROM TABLE 4A, SHEET 8, THE V X 2.75• X .860` MULLION (LENGTH - 72', OPENING WIDTH - 707 HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS � E FOR THE b OPENING AND MAY BE USED IN THIS APPLICATION. NOTE TANCHOR CAPACITY REQUIRED OF 838 LBS. 2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) X12 ANCHORS iHE2X5 ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL Z C4 aT 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 6 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. GgH IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W " THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF; In F•- (60 PSF) X ( i PPSSF� 0 624.8 LSS (MAY HE USED TO QUALtFY X 10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3111•. THE OPENING REQUIRES A DESIGN PRESSURE OF +M"-5&0 PSF. Z � � d`� LU FOR THE VERTICIL MULLM 1 Q r 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'N'=105• AND THE OPENING WIDTH IS 38'+30'+1• =73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND EXAMPLE 2: MULTIPLE MULLIONS WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.O/ -W.0 pSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.01 N MULL WmTH--I r - FROM TABLE 3A, SHEET 7, THE V X 2.78' X .375' MULLION (LENGTH =105, OPENING WIDTH - 807 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +/.15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 0 - 52 SEE 32• SEE DETAILS. FROM TABLE BA, SHEET 13, THE 2.' X 4"X 250' MULLION (LENGTH =108'. OPENING WIDTH =107 HAS A DESIGN PRESSURE OF +1-04.7 PSP WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY TZEQ1pREp OF BTt LBS. IXaU 52 . SHEETS PRODUCTS FENESIRATON"N APPROVALTHE BECAUSE IT IS NOW KNOWN 714AT THE MULLION WILL ADD 2- TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3r+3r+2'=7C. NOT 73' AS PREV10USLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THEWINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 73' DIMENSION (35.12'+35.12'+7°737. I j MULLION H 2) USE TABLE BE TO FWD THE ANCHOR TYPEVERMAL, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUSSTRATE W THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. P THE MULLION CUP Wq-RE TO BE CENTERED WITHIN THE S'. CME MUST BE TAKEN TO LENGTH SEE SSE MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CLP WITH (0) 3MS' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 244 GIVES AN ANCHOR CAPACITY OF 1050 LBS WIOCH IS GREATER, AND 8 DETAILS, DETAIL FE E THEREFORE SUITABLE, FOR TREQUIRED ANCHOR CAPACITY OF (171 LBS. OPENING QTS 23 SKE03 HEIGHT FOR THE HORIZONTAL MULLIONS: IONS• FOR Ham' BECAUSE THE VERTICAL MULL WILL BE A T X 4' X.260' MULLION. W THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL. MULLIONS. ALTERNATIVELY, ANOTHER MULLION TYPE COULD E CHOSEN. MULLION 1) THE MULUCN LENGTH ODIICT REVISED IS 38' AND THE OPENING HEIGHT IS 32'+7Y+2' =108'. REFERENCING SHEET 22. THE COLUMN USING TRAPEZOIDAUTR4WGlA,NR LOADING MAY BE USED. FROM TABLE OA, SHEET 13, THE Y X C X .25 V MULLION (@ LENGTH - 4Y, OPENING HEIGHT =1207 HASA DESIGN PRESSURE OF +/-17U PSF WHICH EXCEEDS THE ANFOR THE OPENING AID MAY BE USED W THIS gfag UBdiDg Code c No SEE DETAVA e 2-3 2.A APPLICATIONI. NOTE THE ANCHOR CAPACITY REQUIRED � lH21 LBS. 2) USE TABLE OB TO FIS THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. W THIS EXAMPLE, ASSUME THE CMU JAM83 ARE 8' WIDE. ff THE MULLION CLIP WERE TO BE CENTERED WITHIN TE rf, CAE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X11 ANGLE CLI'S WITH A CHH311 CAPACITY OF621LANCHORS AT AN EDGE INSTANCE OF Y GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 821 LBS. ICL `1111 I ll7j MHORIL 35' HHIa2 �� MARL LOJOTH 4) FOR THE U -CUP W THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 121 LBS. TABLE SB FOR THE U ♦ `� v..... �/ ,. Fa CENB `Ct` OPENING 11IOTH FOR VERTICAL Llan. -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LITS WHEN USING 3 ANCHORS. WHICH IS GREATER. AND THEREFORE &LIKABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE ANCHOR TYPE IS A X12 STEEL SCREW. _ •: FROM THE ABOVE STEPS, OUR MULLION DEMON PRESSURE IS. H-84.7 PSF FROM THE VERTICAL MULLION; +/-1 E 70.0 PSF FROM T 38' HORIZONTAL MULLION ATTACHING TO CML); +1-170.0 PSF FROM THE 35' HORZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INT CT �� •: 0 %� :• ��T •'•. STA : • �� THE LOWEST DESIGN PRESSURE IS y-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �(� '•�Of80A..•'G�"1�� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION WILL APPLY TO THE OVERALL FINAL DESIGN THAT THE BOTH THE MULLION THE �S,��NALPRODUCTS- 1�N ACCORDANCE WITH THE INSTALLATINO SPEACIFICATIONS INTO RESPESEMBLY. TION PRODUCT BE INSTALLED W CTIVE SUBSTSSURE RATES AIS FENESTRATION PRODUCTS TS o MULLKML A LYNN MILLER, P.E. FL P.E.1U 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINOOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL. MULLION LOADING OF VERTICAL. MULLION PANEL OF HINGED DOOR 18 NOT CAPTURED OR ANCHORED WITH WTERSECTNO HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALITRVWG1ULAR LOA[HN(•L LOADING OF HORIZONTAL MULLION ///A� Kom '—ill ODiiCTRBVIS6D /)DRAWNGSARE 11, siol era+ RERESENTATIONS OF TYPICAL LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION a LOADING OF HORIZONTAL MULLION NOTES: ODiiCTRBVIS6D /)DRAWNGSARE scompl7laS�vlklwFioddo RERESENTATIONS OF TYPICAL 'j.�� -y:• --- —__-= UIQ 1� MAY BE EXTRAPOLATED FROM THOSE SHOWN. 1 ji r 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE: �` L.......... N' �i LLCENg.l,ip RECTANGULAR LOADING ` 1k 140. 68705 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION a LOADING OF HORIZONTAL MULLION NOTES: ODiiCTRBVIS6D /)DRAWNGSARE scompl7laS�vlklwFioddo RERESENTATIONS OF TYPICAL uildwSC &- Woo No CONFIGURATIONS. q� CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. �e -"� IP 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE: �` L.......... N' �i LLCENg.l,ip RECTANGULAR LOADING ` 1k 140. 68705 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. - - = -0 ip% At �ONAL E�G``� A. LYNN MILLER, P.E. FL P.E.# 69705 Miami Shores Village Building Department FEB -0 209 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 80 NW 92 Street 20 Permit No. Master Permit No.W5 141—,,9q,7> ROOFING City: Miami Shores County: Miami Dade zip: 33150 Folio/Parcel#: 11-3101-016-0090 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Marcia Borges Phone#: Address: 80 NW 92 Street City: Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: oayvit Address: 12105 SW 129 Court #104 City: Miami State: Qualifier Name: Don Richard Boyd Mae FL 305-278-3615 33186 305-278-3615 SCC131151186 �" '' State Certification or Registration #: ��jcate of Competency #: Contact Phone#: 305-278-3615 Email Address: richard@bayviewimpactwindows.com DESIGNER: Architect/Engineer: Carlos M. Perez P.E. Phone#: 786-242-1720 Value of Work for this Permit: $i0n 6-1`0 Square/Linear Footage of Work: 4:Z/6 Type of Work: ❑Addition ❑Alteration ONew iERepair/Replace ODemolition Descrintion of Work: Installation of Impact Resistant Windows & Doors. Color thru tile: Submittal Fee $ C:,Q -Q A Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered th the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such Ws notice, the inspection will not Oe approved and a reinspection fee will be charged. A Signature% Signature 100 "Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of, 20 IL(� by , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: MAY DEAMMA sous k6 C%WSSON # DO 9M Sign: Fabruary 7, 2014 %s . PubGcU Print: My Commission Expires: APPROVED BY The foregoing instrument was acknowledged before me this day of�a-� , 202 �, by , who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/ V2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Sign: Print: My Commission ,, 11,.,1:. Zoning Clerk I JOB NAME: RESIDENCE 80 NW 92ND ST MIAMI SHORES , FL J A N_ 14 0. 5 "r, : - A c OF L4 55'-2" REAR NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT EXISTING STEEL a COLUMN (BY OTHERS) (EGRESS) G� 0 z FAMILY ROOM _ A on BATHy BEDROOM O O co NOT PART OF KITCHEN THIS PERM r E O O � o CL UTILITYCL O a 0 LEFT (EGRESS) CLO BEDROOM RIGHT LIVING BEDROOM "'\A NOTPARTOF BATH THIS PERMIT B (EGRESS) 1 BEDROOM CL (EGRESS) NOTPARTOF THIS PERMTT FRONT , NOTE: MEAN ROOF HEIGHT: 13'- 0" 2 4 O ROOF TYPE: SLOPE - 3:12 2 " DATE: _01/31/14 SCALE: 3/16" = 1' DWG. BY: M.RZ. JOB #` 01-2014 Of 5 0 NOTE 1: WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLUMNS FRAMINGXIC) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOT PART OF THIS PERMIT FRONT ELEVATION "A" 74" X 38-38" (XO) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:11-1114.04 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 18" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 18" ANN. GLASS O ®(EGRESS) 1" X 2-3/4"X 3/8'X 62-7/8" ALUMINUM TUBE MULLIONS BY PGT "C" 73-1/4" X 49.112" (XO) " HR 710" ALUMINUM HORIZONTAL SLIDINGWINDOW-L.M.I. N.O.A.: 11-1114.04 ZONE 5: +47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 18" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTBRLAYER INTERIOR LITE: 18"ANN. GLASS "B" M.O. 14&1/4"X 62-78" (2) 38-1/8'X 62-78"(0)TDIFD)(LATERALS) (1) 72"X 62-78"(0))FDOIDxCENTER) SERIES CA- 740 ALUMINUM FIXED CASEMENT WINDOW-L.M L NA.A.:12-1218.11 ZONE 4: + 47.1- 51.1 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090" SGP INTFRLAYER INTERIOR LITE: 3/16" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: I" X 2-3/4" X 3/8" X 62-78" ALUMINUM TUBE MULLIONS BY PGT. N.O.A.: 13-0815.05. JA 2094 DATE: DATE: 01/31/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 01-2014 Z Of 5 U c O ¢� � a O d .4 DATE: DATE: 01/31/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 01-2014 Z Of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT, NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY, NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. RIGHT ELEVATION "F" 53-1/8" X 38-3/8" (XO) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-LALI. N.O.A.:11-1114.04 ZONE 4:+47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACIIE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS z � o a NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS FRAMING ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL Fffi.D DIMENSIONS PRIOR TO FABRICATION. THIS PERMIT "E" 37" X 38-3/8" (XO) HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M I. N.O.A.:11-1114.04 ZONE 4:+47.1-51.1 GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 118" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX XEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS EXISTING STEEL COLUMN (BY OTHERS) KEAK ELEVATION "Gl" 74"X50-5/8" (XO ) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:11-1114.04 ZONE 5:+47.1-63.1 GLAZING: 5116" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 118" ANN. GLASS .090 DUPONT BUTACIIE OR SAFLEX XEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS U x � o � a NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SPIE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(1.E: BEAMS COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FB3A DIMENSIONS PRIOR TO FABRICATION. EXISTING STEEL COLUMN (BY OTHERS) NOT PART OF THIS PERMIT .. IS p NOTHIS PPERMIT ✓ LEFT ELEVATION "H" 37" X 50-5/8" (XO) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-LALL "Hl" 37" X 50.5/8" (XO) N.O.A.: 11-1114.04 " HR -710" ALUMINUM HORIZONTAL SLIDING WIINDDW-L.M.L ZONE 4:+ 47.1- 51.1 N.O.A.: I1-1114.04 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 5:+47.1-63.1 EXTERIOR LITE: I/8" ANN. GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE EXTERIOR LITE: 118" ANN. GLASS MAXIMUM INTERLAYER .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE INTERIOR LITE: 1/8" ANN. GLASS MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "G" 74" X 50-5/8" (XO) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-LMJ. N.O.A.: 11-1114.04 ZONE 4:+ 47.1- 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LTTE: 1B" ANN. GLASS "Al" 74" X 38-3/8" (XO ) " HR 710" ALUMINUM HORIZONTAL SLIDING WINDOW-LbIL N.O.A.: 11-1114.04 ZONE 5:+47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS JAN DATE: 01/31/14 ,SCALE: 3/16"= 1' DWG. BY: MAZ. JOB #: 01-2014 5 of 5 .a W U O 00 O O w� DATE: 01/31/14 ,SCALE: 3/16"= 1' DWG. BY: MAZ. JOB #: 01-2014 5 of 5