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WS-13-2788Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP - 204441 Permit Number: WS -12 -13 -2788 Scheduled Inspection Date: February 14, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GIUSTI, MARIELLA ROSSANA Work Classification: Window /Door Replacement Job Address: 689 NE 92 Street 12 -G Miami Shores, FL Phone Number (786)201 -5247 Parcel Number 1132060430280 Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC t;ommems INSTALLATION OF 8 IMPACT RESISTANT WINDOWS I ""' ---- INSPECTOR COMMENTS False February 13, 2014 For Inspections please call: (305)762 -4949 Page 18 of 33 Inspector Comments Passed �� UNIT 2G Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 13, 2014 For Inspections please call: (305)762 -4949 Page 18 of 33 D Miami Shores e Villa CMV ' . g Building Department DEC 12 J013, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY® Tel: (305) 795.2204'Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 201k�-> BUILDING Permit No. PERMIT APPLICATION Master Permit No W sl Permit Type: BUILDING ROOFING JOB ADDRESS: E,8 9 M6 52 r%cl 51"ek A -jOF 126 City: Miami Shores County: Miami Dade zip: 3313 Folio/Parcel #: 11- 3206 -C42)- 026 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder) Address: 689 NE 0i2 n d City: 1AvCxmi SL-toreS Tenant/Lessee Name: Email: t- Aar i,l[q GiUS4� 4\P4 state: -�F.L 126 3 5116 CONTRACTOR: Company Name: A5 -6r Co+r1.S)rfuc, on i1c Phone #: C306) 3 z 8 ° c1032) Address: �j3�, �i 2 mod. City: arn i state: T 1- zip: zz-i 5 5 Qualifier Name: calrlos A. ?qP .Lg hp Phone #: ('{54") 5q2 " 12% State Certification or Registration #: C G C 16 ® & 6 39 Certificate of Competency #: Contact Phone #: C a5y ) 59 2 -- 125 C Email Address: CCGr Lo S @ CoSrnr USC,.. LO w, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 4, 4 00 • 0® Square/Linear Footage of Work: Type of Work: ❑Addition MrAlteration ❑New QRepair/Replace ❑Demolition Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Notary $ Radon Fee $ DBPR $ Bond $, Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 W It 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 to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of such posted notice, the inspection will no Wrov a reinspection fee will be charged. Signature Signatur Owner or Agent y Coritractor The foregoing instrument was acknowledged before me this- �_ The foregoing instrument was acknowledged before me this Li day of do bey , 20 13, by iAarieAlo. G i us% day of &eCe."6er , 20 1a, by Cctrl a r R . tt►ea c4 &0, who is personally known to me or who has produced_ who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. z Sign _2� C Print: n+el o �a0t C>S � OAN�► A. it: c 1 AC Iq�CctL ttiS C My Commission Expires: STATE OF FL (Iy Commission Expires: STATE OF 20692 A • Comm# FF020692 'rj2017 EXp"q E>r W 512?=7 � APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Shores Plaza West Condominium, Inc. 645 N. E. 92' Street, Apartment 15D Miami Shores, Florida 33138 Telephone (305) 692 — 9054 December 6, 2013 Mariella Giusti 689 N.E. 92°d Street Apartment 12G Miami Shores, Florida 3138 This letter serves as permission from Shores Plaza West Condominium, Inc. to install high - impact windows in your unit as others have done to theirs. In addition to this permission from the condominium board, it is necessary that you obtain the proper permits, inspections and approvals that are administered by Miami Shores Village. The windows must conform in appearance to the old windows by placing aluminum strips on the out side of the impact windows so as to copy the pattern and sizes of the rectangular panes now existing. Shores Plaza West Condominum, Inc O ASTOR -1 OP ID: JA CERTIFICATE OF LIABILITY INSURANCE DATE (MMroD/YYY1� 02/14/13 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 policy(ies) 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 954 -731 -5566 W.F. Roemer Insurance Agency 4752 W. Commercial Blvd 954-731-8438 Fort Lauderdale, FL 33319 Jonathan F. Remes CONTACT PHONE FAX Arc No Ext : Arc No)' E -MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # 02/20/14 INSURER A: Mid -Continent Casualty Co 23418 PREMISES Ea occurrence INSURED Astor Construction, LLC Astor Windows and Doors, LLC 7330 -7332 SW 42 Street INSURER B: Association Insurance Co. 11240 INSURER C: $ 1,000,00 INSURER D: Miami, FL 33155 INSURER E: GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO LOC PRODUCTS - COMP /OP AGG INSURER F: $ COVERAGES CERTIFICATE MHMRFR! RFVISInN NIIMRFR- 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. ILTR TYPE OF INSURANCE POLICY NUMBER Map EFF MPOM DD EXP LIMA A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR 04OL000869683 02120113 02/20/14 EACH OCCURRENCE $ 1,000,00 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ EXCLUDE PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO LOC PRODUCTS - COMP /OP AGG $ 2,000,00 $ AUTOMOBILE LU1BILnY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS E McB'NdE') LE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? 0 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WCV050046005 02/20/13 02/20/14 X RY L U- O R E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE -POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more apace is required) 11Q MIAMIS2 Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .. ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD .�� «, = :m<7 Kt� �, s r WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328 -9138 FAX: (305) 418 -7541 WEBSITE: WWW.ASTORWINDOWS.COM .1 PROJECT: IMPACT WINDOWS INSTALLATION AT: 689 N.E. 92ND STREET, APT #: 12G MIAMI SHORES, FLORIDA MIAMI- DADE•COUNTY M 243 PAt E (RU�_CTVRAL BY: ':iPE EZ, P.S , PINEER- .E.#: 54$414 "YOUR ON -CALL "SWGINEERING COMPANY" 9420 S.W. I I2Th STREET, MIAMi, F10RidA 331 76 TEI: (786) 242.1720 - FAx: (786) 242.4399 ft i r STRUCTURAL ENGINEERING CONSULTANTS, INC. PROJECT 9420 S.W. 1 12TH STREET SHEET N0. MIAMI, FLORIDA 3 3 1 7 6 DATE tOMCM 0 ~' TEL (786) 242.1720 • FAX +7861 242.4399 f' 9 DESIGN CALCULATIONS Coos" A5cE :?-Io wWo VEIOC, P H � �XPOS�AE GA�yo = C° Rs. s K C 11%0R, = ZL • Ka = [ ' 00 � K,lt = I . v o • N4EIACO rl Pfts. F pa -rjAE cocT.(1'0 rc'9 33 ( faan - m8c-3o,3-1) • Roof SLO f q /17, 6LD$, "w5D NAiRRo,JEST A) M • ME4w Rom He lcv -r • Q (CoAKfR DISI WX 5i 0,-0.4 AZ "l= D1 -5 ` 0, Z © - I ;K q#5"= —4'-b CRrI. gREA� 1 G • h = Ic . 002J <O '� h K • �r =O, oo25�O(0,933)(I+�Y�� r,��C1�5� zON � Q S GGpt�� I . oo I. C-)� ,SF ALL SVCTiON (- ) _ p5 F AUK M Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 689 N.E. 92nd Street, Apt#: 12G, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: December 4, 2013 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): 51.8 psf Negative Design Pressure (Zone 4): 56.2 psf Positive Design Pressure (Zone 5): 51.8 psf Negative Design Pressure (Zone 5): 69.4 psf NOTE. "Zone 5 "pressures are applicable to openings that are within 7=6" 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: II • Exposure Category: C • Building Mean Roof Height: 23' -6" • 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 If you ould ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to conta YAu�A�0990 �tC,PPp�p Sid' •ep)'��'. � � .r; �� s . `'� . . Cad s M`�er ..- 5, ._ sr, r ?SJ CONSULTANTS, INC. ( E.B. #: 007781) 12/64/13 cy �d F • 4_ : e > .E4 "Str4ctura1 Engineer r "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRda 3 3176 TEI: (786) 242.1720 - Fax: (786) 242 -4399 MIAW MIAMI DADS COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamitiadestov/aer�[ North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in area 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. non Y erg ` L.1�.T, APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Honzohioller 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. LABELING: Each unit'shad "'F r a'permanent-label witlirthe nu a ure ` 'name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the B 'lding Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pagesl, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. aaan9c1urrrr '4 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA AIs No.'s 07- 0815.09 and 06-0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02128/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01 /2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL� -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2.1, 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. FTL4W8, 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 24113.2. 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. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB InterlayW' 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 NOA No. 07- 0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ,ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FT , -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submifted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11- 0630.02, issued to PGT Industries, Inc. for their Series "HR- -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. —� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 7016 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. 5118' LAN CONSISTING OF (2) LITES OF 118° ANNEALED GLANS WITH A.090 DUPONT BUTACITE OR SAFUIW(EEPSAFE MAXIMUM PVB INTERLAYER. S. 515° LAMI CONSISTING OF (1) LITE OF 115° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLmummEP3AFE MAXIMUM PVB INTERLAYER C. 6118' LAMI CONSISTING OF (2) LITES OF U8' HEAT STRENGTHENED CLASS WITH AN .090 DUPONT BUTACITE OR SAFLE'XIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7116° LAM! CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3MW ANNEALED GLASS AND (1) LITE OF 3M6' HEAT STRENGTHENED GLASS WITH AN JIlX1 DUPONT BUTACITE OR SAFLEXftCEEPSAFE MAXIMUM PVS INTERLAYER. F. 7118' LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18' LAMI IG: (1) LITE OF 118' OR 3/18' ANNEALED (MIN.) GLASS, 5118' OR 318" AIR SPACE AND 5118' LAN CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13116' LAMI IG: (1) LITE OF 1/W OR 3/18' ANNEALED (MIN.) GLASS. 5118' OR 3/8' AIR SPACE AND 5118' LAN CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1B" HEAT STRENGTHENED GLASS WITH A.010 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13M6' LAM! IC3: (1) LITE OF 118' OR 3118' ANNEALED (MIN.) GLASS, 8118' OR 3B' AIR SPACE AND 5118' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX4QR3lSAFE MAXIMUM PVB INTERLAYER J. 1311W LAMI IC: (1) LITE OF 1/8' OR 3118' ANNEALED (MIN. }GLASS, 3118' OR 1/4' AIR SPACE AND 7118' LAMI CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K 13118' LAMI IG: (1) LITE OF 1f8' OR 3116' ANNEALED (MIA.) GLASS, 3/16' OR 1/4' AIR SPACE AND 718' LAM1 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXREEPSAFE MAXIMUM PVB INTERLAYER L 13/18' LAMI IG: (1) LITE OF 118' OR 3178' ANNEALED (MIN.) GLASS, 3118' OR 1/4' AIR SPACE AND 711W LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUDOCEEPSAFE MAXIMUM PVB INTERLAYER 2 CONFIGURATIONS: O`X XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13002. 4. ANCHORAGE: THE 331/3% STREW INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL.4WS, FTL -4858 AND FTL -sue. ELCO TEXTRON NOA: 040721.01, 030228.05 ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 S. 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. NMM98. FL 34M P.0.89X 1828 thICOM03. FL 34214 Vbibk ganor mu" I A781 1 d 11 1 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES .... ..... _..1 GLAZING DETAILS_.......... 2 DESIGN PRESSURES_ 3 ELEVATIONS..._ ................ 4 VERT. SECTIONS ............. 5 HORLZ. SECTIONS—..-..— 6 PARTS LIST ........ .._....._ 8 EXTRUSIONS._.._...._.._... 7 CORNER DETAIL___ 8 ANCHORAGE ........_.......... 8.11 N.I LYNN ft "/e, * i 140.68705 ''�'�•SSiO��N�A��1(��``. A. L MICLHR, PA P.E/ 88705 21 21 1R' NOM. GLASS SITE 60,61,62 118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 4 If 118° ANNEALED OR HEAT STRENGTHENED GLASS 8118' NOM. 5/16" LAMINATED GLASS 21 112' NOM. GLASS SITE V IV ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 6116° LAMINATED 8118' OR 318' AIR SPACE 11W OR 3118' ANNEALED OR TEMPERED GLASS QD 13118' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1(l' NOM. GLASS SITE aEXTERIOR INTERIOR (ALL SECTIONS) 3118' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7/16" LAMINATED GLASS 112, NOM. GLASS BITE J v 72,73,74,75,76,77 �j 311W ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLU71A OR DUPONT PVS INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED ATED 3118' OR lW AIR SPACE 118' or 3116' ANNEALED OR TEMPERED GLASS Qp 13118 NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. to NOKOMI$, 17.34278 P.O. BQX 9828 K=Cb 83. FL 34274 Vbfbb Betmr myio I FUR 1 2 d 11 1 4127.10 PRODuCTRBVISm as coal dw ploft No nBm � 4YNN ' •Ac; No. 58705 .'k i0x% .: FLOR1aP:'•Ci�� cS S / O N'' N -11 %\ `, � �• A LMRL9i, P.E P.8.8887� XOX (114,112,1/4) WINDOW GLASS WIDTH TYPE 84" A,B,G,F 96" A,B,G,f 106 3/8" A,B,G,f A,B,G,f 111" A,B,G,f UP TO 111" C,I UP TO 111" D,E,F, J,K L XOX (113,113,113)1 WINDOW GLASS WIDTH TYPE TO 86 7116" AA C, G,H,1 TO 86 7/16" D,E,F, J,K,L OX AND XO FLAP WINDOW GLASS WIDTH_ TYPE A,B,G,h 86" A,B,G,H 72" A,B,G,H A,B,G,H UP TO 74" C,D,E,F, I L GLASS TYPES: TEST A. 5115' LAMI - (118° A, B. 5/16" LAMI - (1/8° A, C. 511W LAMI - (118" H! D. 7115' LAMI - (3/15' / E. 7115- LAMI - (3/15' E F. 7/16° LAMI - (3/15- F �ro JA use 10H7/ff E m JJZ F/10/ff D Al fismoo FJG um 4JtBA7 C Al FA u J.J. 110° MAX WIDTH I.F. FRAME 111` MAX. WIDTH FLANGE FRAME - ---� DETAIL B - XOX (1/41/2 -1/4) 33 8/1W MAX 33 9/18° MAX DLO FIXED DLO VENT -- _ 67 MAX FLANGE A I A FRAME ALL 67 318° I s, CONFIG. MAX / / MAX DLO ALL / I / DLO ALL FIXF.b / / VENTS 62° MAX LITES O X I.F. FRAME ALL 1 11 I I CONFIG. C � r� 73° MAX WIDTH I.F. FRAME --+� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 7/18° MAX WIDTH I.F. 7118° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL PC TECHNMOGY NOKOM1 ,M34Mrve Nacame, �.a�s -;. eqx �m .0 o - Fl.3ava tRstblyBataer F. FRAME ash With theFlaafda IA—W—bl. it—tt► Q3J FLANGE FRAME a-j 4YNN y/u i .•��+�`t`: �ceNSF' VIEW D -D (FRAME CORNER CONSTRUCTION) *' Na68706 'a 6ZT TI PLOMID ILUM. HORIZONTAL ROLLER WINDOW IMPACT /ONA�- a�� rm7fo NT5 4 d It 4127 -10 1 E WM Max I I HEIGHT FLANGE FRAME MAx SECTION C-C SECTION, FLANGE FRAME) INTERIOR ---i (f— MAX. FIXED MAX WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX FIXED DLO----4 MAX. VENT DLO I MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION /MA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) NOKOW3, FL36274 $p,qy HAM H8/( S s t9 4127 --10 MAX VEKT DLO k No. 58705 o'Qylt�'w: X. �'rrirl Lim P.F- P.H9 wm O AL 64137 AL 64131 OP. 71298 7PAD16 AL 61222! 13 1133 1 DWG V 19SX1.600QUADMAMS 66 (RAS 78MOA 16 4110 G ISCREENADAPTOR 6063 -T5AL 641100 17 4054 B IFLVEDMMINGRAIL 13/16' LAMI IG Y16 -A (MIN.1 5116° AIR SPA 5116" LANH 1 /8 "A .09 6063HD -T6 AL 64054A 19 4066 WSTP.,.187X,230 FIN SEAL 73 ° 640660 21 4105 13/16 - LAMI IGI /8 °A IN. 1 14° AIR SPACE, 7/16° IAMI 16°HS, .�A ISASH TOP & BOTTOM RAIL, 6063 -T5 AL 612240 22 1683 WSTP.,.250 X 270 RAM FIN SEAL 13116 - LAMI IG3/16 -A WW.j 3/16° AIR SPA 7/16- LAMI 16°HS .I 90 616W. Rom 32 4006 1 D ISASHmEEMORAEL 6063HS -TEAL 64006 2.710 33 1235 WSTP,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DW CAST 71096 36 1016 08 X.625 PR FL, SMS 7958 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 282 38 168'3 WSTP.,250 X 270 BACK, FIN SEAL 616830 6,== 39 7070 BU113 WFATkHRF RIP .187 X.275 67070K .0e2 40 LIFT RAIL COM CAP . 74078 -C' LOR R 41 4139 ILIF. FRAMEHEAD 6063 -TEAL 64139 I.F. FRAME HEAD 42 4140 LF. FRAME SILL 6063 -TEAL 64140 41 43 4141 ITS. FRAME JAMB 6063 -T6 AL 64141 84138.80033-T8 50 GLAZINGSILI DOW 899,9950R UIVALT�IT 51 1224 vmYLGLAZIN•GBPADBuLB 6TP247W 52 1225 MNYLULA23NGBEADBUL13MW 6IP248K 2.784 53 4039 B GAZING BEAD - 5/16" 6%3-T5 AL 64039E >ana, No 54 4044 B G.AZINGBEAD -5/16" W OULKIT 6063 -TSAL 644703 .082 3.182 Zo %� 55 4222 A G.4ZRJGBEAD -7/16" 6063 -T5 AL 64222 56 485 C GLAZING BEAD -7/16" W /GwuKIT 6063 -T5AL 6985 •062 59 4067 1 CLAZINGBRAD- 13/16° 1 6063 -T5 AL 1 64067 Elton 60 SS 5116" LAME 1/8" A. M PVB, 1/8' A I.F. FRAME JAMB 1 I 1 61 ° 5116° LAMI 1/B" O�PVB 1 /B" HS 84141,8093 6063-TO �� % %Dr1`0 LYNN 62 " 5116' LAMI I/8" HS, .090 PVB,1/8" HS `�� }GENSg '• ;EP �'. �. 63 " 7/16' LAMI 3116" A_090 PVH, 3116" A .710 64 7/16° LAME 3116' A,.090PVB, 3/16 - ITS I.F. FRAME SILL Wu. �� — _ 65 ° 7/16- LAME 3116' HS, .090 PVB, 3/16° HS 42 #4140,6063-T6 -O : a 11�. J..l, 10/(7H1 E NOCHANOE7Hf38HEF! °ie�0' -' %�0 '•, STAT OF ((/� !.R B/=f D Ai�ED TOGi<AB87YFE8 1 NOK � iIR7'aS' 'T �i�'��'• FCORIOp• 'Cj, \\ate FK 41%W C ADDlTEW4l47849 Pasq�ctexe s'' . •••``lJ ♦ ALUM HORIZONTAL ROLLER WIIV�W IMPACT '�. S /IO,'N' 1A`I1.' ��•• FK 7/d8— " 9i1810B N OAINf. FL 34274 ) #CI lilv10 i1r%s e a 99 4927 -90 E A"4p"am PE E P.EBl�B 1®19 DWG V REVI DISCRIP770N MAIL 66 (RAS 13/16° LAW IGI/8"A 3/9-AIR SPACE, 5/16° LAMI 1 /8°A .090P 67 13116° LAMI IG•1/8 °A QNGN.j 3/8- AIR SPA 5/16' LAMI IIVA .090I 68 13/16° LAMI IGl/B°A W.1 3/S" AIR SPA 5/16° IAMI 1 /8'HS .090 69 - 13/16' LAW IG3/16 -A IN. 5/16' AIR SPA 5116° LAMI 1/8°A .09 70 " 13/16' LAMI IG Y16 -A (MIN.1 5116° AIR SPA 5116" LANH 1 /8 "A .09 71 13116" LAMI IG3 /16°A IN. 5116" AM SPACE, 5116" LAMI Tl 13116- LAMI IGI /B'A MIN. 1/4" AIR SPACK 7116° LAMl 16°A, .090 73 ° 13116"1AMIIGI /8°A IN. 114- A1R8PACE,7 /16°LAMI 16°A .090 74 " 13/16 - LAMI IGI /8 °A IN. 1 14° AIR SPACE, 7/16° IAMI 16°HS, .�A 75 LVI6' IAMI IG3/16 -A W.1 3/16' AIRSPA 7116° LAW 6 °A, .0 76 13/16" LAMIIG3/16 "A ) 3/16' AIRSPA 7/16' LAMI 6'A .0 77 13116 - LAMI IG3/16 -A WW.j 3/16° AIR SPA 7/16- LAMI 16°HS .I 90 1014 SCRI3>$i FRAME OR. & VIDL 3105 -H14 AL 91 1630 SCREENCORNBRKEYWA;UNGS POLYPROP. 92 1631 1 ISOMENCORNER-KRYWOMRIN(N I POT YPaoP Rom 32 4006 1 D ISASHmEEMORAEL 6063HS -TEAL 64006 2.710 33 1235 WSTP,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DW CAST 71096 36 1016 08 X.625 PR FL, SMS 7958 37 4126 SASH SIDE RAIL 6063 -TS AL 64126 282 38 168'3 WSTP.,250 X 270 BACK, FIN SEAL 616830 6,== 39 7070 BU113 WFATkHRF RIP .187 X.275 67070K .0e2 40 LIFT RAIL COM CAP . 74078 -C' LOR R 41 4139 ILIF. FRAMEHEAD 6063 -TEAL 64139 I.F. FRAME HEAD 42 4140 LF. FRAME SILL 6063 -TEAL 64140 41 43 4141 ITS. FRAME JAMB 6063 -T6 AL 64141 84138.80033-T8 50 GLAZINGSILI DOW 899,9950R UIVALT�IT 51 1224 vmYLGLAZIN•GBPADBuLB 6TP247W 52 1225 MNYLULA23NGBEADBUL13MW 6IP248K 2.784 53 4039 B GAZING BEAD - 5/16" 6%3-T5 AL 64039E >ana, No 54 4044 B G.AZINGBEAD -5/16" W OULKIT 6063 -TSAL 644703 .082 3.182 Zo %� 55 4222 A G.4ZRJGBEAD -7/16" 6063 -T5 AL 64222 56 485 C GLAZING BEAD -7/16" W /GwuKIT 6063 -T5AL 6985 •062 59 4067 1 CLAZINGBRAD- 13/16° 1 6063 -T5 AL 1 64067 Elton 60 SS 5116" LAME 1/8" A. M PVB, 1/8' A I.F. FRAME JAMB 1 I 1 61 ° 5116° LAMI 1/B" O�PVB 1 /B" HS 84141,8093 6063-TO �� % %Dr1`0 LYNN 62 " 5116' LAMI I/8" HS, .090 PVB,1/8" HS `�� }GENSg '• ;EP �'. �. 63 " 7/16' LAMI 3116" A_090 PVH, 3116" A .710 64 7/16° LAME 3116' A,.090PVB, 3/16 - ITS I.F. FRAME SILL Wu. �� — _ 65 ° 7/16- LAME 3116' HS, .090 PVB, 3/16° HS 42 #4140,6063-T6 -O : a 11�. J..l, 10/(7H1 E NOCHANOE7Hf38HEF! °ie�0' -' %�0 '•, STAT OF ((/� !.R B/=f D Ai�ED TOGi<AB87YFE8 1 NOK � iIR7'aS' 'T �i�'��'• FCORIOp• 'Cj, \\ate FK 41%W C ADDlTEW4l47849 Pasq�ctexe s'' . •••``lJ ♦ ALUM HORIZONTAL ROLLER WIIV�W IMPACT '�. S /IO,'N' 1A`I1.' ��•• FK 7/d8— " 9i1810B N OAINf. FL 34274 ) #CI lilv10 i1r%s e a 99 4927 -90 E A"4p"am PE E P.EBl�B .082 1 73 LX__� J.AA 1 73 1�-- 2.710 —+•� 1.122 �2.710� FLANGE FRAME HEAD O FLANGE FRAME SILL #4102A, 6063•T8 #4130,6003-TO .081 r� I �•�nr I I 48 O S O HORIZ. ROLLER TRACK #4026, wa3-TS #4131, 6083-T6 OR 2J 79 a62a7 L•349-'1 ►1 1.81 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133,6063.75 #4006D. SMHS•T6 —I 1.098 878 O GLAZING BEAR .6/1(r #40448, 6063.75 (USED W/ GRILL KIT) .878 O GLAZING BEAD 7/16" #4222A, 8063-TS vo. �c �s2s NOKOMIB. PL 34274 1.187 �•+-- 3. 0 L . Q FRAME SILL ADAPTER #4137, 8083.78 1' .082 1.4M3 17 FIXED MEETING RAIL #40548.8083HD -T6 2� 20 �A I 1. .281• -� 37 SASH SIDE RAIL 04126, 8983-76 1.116 -1'r j GLAZING BEAD, 7/16° #9860,6003 -T6 (USED W/ GRILL KIT) 1-�- '1.513 - 1 1 .040 1 .77s 443-�'I O SASH STOP COVER #4053,6083 -T6 N- 2.784 -1 1.383 .1 AM 13 FLANGE FRAME JAMB #4002A, 6063-TO .878 1.0m +---� �l GLAZING B , 5/16° J #40308.6083 -T5 i— ' 0801 Im 59 GLAZING BEAD, 13116° #4087,6003 -TS HORL70N AL ROLLER Imle I HoW 7 d 19 1 4927 -90 - _ the Plo<rm �� No aSY A,( UNN 4j �` 4�ceNSF'•.�p *' Na 58705 A LYI4411 LlER, P.E P.EA Mm ANCHOR QUANTITIES, XOX 114 - 112 -114) GLASS TYPES A B,C,G,KI WINDOWS GLASS TYPES D,E,FAKL TABLE 4 NOTES: ANCHOR TYPE &SUBSTRATE 9. ANCHOR TYPES: 1 ANCHOR TYPES: TAPCONS 2 -1/4" ELCX) SS4 CREIE -FLEX 3 - 012 STi:EI SCREVYS (G5) 2. A LAMS - (118" A 080,1/8° A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. $/1$° LAMI - (1/8° A, 000,11W HS) FT. GLASS TYPES O - L SHALL HAYS A C. 511$° LAMI - (1/8" H3, 090, I ° HS) TEMPERED I.O. GLASS CAP. BOTH THE AND 2 D. 7118° LAM) - (3/9$° A �O 3118° A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 7118° LAMI - (311$° A,=, 3118° HS) 2,3, WOOD 2, CONC 1. CO NG 2,3, WOOD 2. CONC 1, CX)NC NE8 ZONES ZO S ZONES ZONES WINDOW SIM H 63.125x38.376 4&000 HEAD 8 SSA 1112+1 +02+1 00 HEAD &SILL � 2 1 +(2+1+02+1 HEAD & SILL a, 2 1 +C2 +1 +q+1 HEAD & 381 2 1+t t +1 +(2+1 HEAD & 381 2 9+02 +1 +(+1 HEAD & 881 2 1 +t�+1 +� 1 1+C2 +1 +(2 +1 3 1 +C2+1+G2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+(2+1 +(2+1 3 1+C2+1+C2+1 80.825 SCOW 1 +t2+1 +C2 +1 3 4 +( +1 +02+1 3 1 +(+1+(2+1 3 1 +02+1 +C2 +1 3 1 +(+1 +( 2+1 3 1+(2+1+(2+1 3 F. 7118° LAMI - (311(° HS „080, 3/18° HS) 6.13118” LAMI IG -1/8" OR 3/18° A (MIN.}, 611W OR 318" SPACE, BMW LARK - (118" A,.090,1/8" A) 3 H.13flW LAMI IG -1/8" OR 3118° A (MIN.), 8118° OR 318' SPAC E, 5118" LAMI - (1A° A,.000.1/8° HS) 1 +C2+1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +(2+1 +C2+1 3 1 +(x+1 +C2+1 3 1+C2+1+C2+1 60.000 6 =0 3 I. 13118° LAMI IG • 11W OR 3118° A (MIN.), 5118" OR 318° SPACE, 6118° LAMI - (lAr HS.090,1/8" HS) J. 13118" LAMI IG -1fi" OR 3/1(" A (MIN.), 3118° OR 1/4° SPACE, 711$° LAMI - (3118° A,090, 3118° A) 3 K. 13/18" LAMI IG -1/8" OR 3/18" A (MIN.), 3M8" OR 11C SPACE, 7118° LAMI - (3/'18" A,mo, 3118° HS) 2 L. 13118" LAMI IG - lAr OR 3118" A (MIN.), 311W OR 1/4° SPACE, 7118° LAW - (3M8° HS „090, 3M(° HS) 1+C2 +1 +C2+1 3 1 +(2+1 +C2+1 3 1+(2+1+C2+1 3 1 +C2+1 +C2 +1 3 1 +(2+1 +12+1 3 1 +CZ+1+Ci+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 +Ct+1 +C2+1 3 1 +C3+1+C3►1 80.000 x 38.378 1 +C2+1 +C2+•1 2 1 +C2+1 +C2+1 2 1 +C2+•1 +C2 +1 2 1 +C2 +1+(2 +1 2 1 +C2+1 +(2+1 2 1+C2+2+C2+1 48.000 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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+2+C2+1 5DAN 3 DLMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +t2+•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+2+C2+1 54.000 3 HEAD & SILL- 10111° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+C2 +1 +C2+ 3 1 +C2 +1+C2+1 3 1 +Cx+1 +C2+1 3 1+C2 +1 +(2+1 3 1 +C2+1 +(2+1 3 1 +(2+2+(2+1 8MO D 83.000 1 +C2 +1 +C2 +1 1 +C2 +1+C2+1 3 1+d2 +1+12+1 3 1 +C2 +1 +C2+1 3 1 +C2+•1 +(2+1 3 1 +C2+•1 +C2 +1 3 1K2 +1 +C2 +1 3 1+C2 +1 +C2+•1 3 1+(2+1 +(2+1 3 1 +C2+1 +C2+1 3 1 +C 3+2+C3+1 3 1 +C3+2+CS +1 31 26 3W MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. 3 TABLE KEY, 2 X a X 74.000x38.378 1 +C2+2+C2+1 2 1 +C2 +1 +C2+1 2 1 +C2+2+C2 +1 2 1 +C1 +2+(2+1 2 1112+2+(2+1 2 1 +C2+2+(2+1 41LOW 3 1 +03+4+(3 +1 3 FOR QUANTITY PER JAMB 1+42 +2+ 2+1 3 1+•C2 +1 +(2+1 3 1 +C2+2+C2+1 3 1112+2+(2+1 3 1 +C2+2+(2+1 3 1 +C2+2+C2+1 60.825 1+C2 +2+02+1 3 1 1112+1112+1 3 1 1112+2+(2+1 3 1+C2 +2+C2 +1 3 1 +C2+2+2+1 3 1K2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1 +C2+2+C2+1 3 1 1 +(x+1 +C2+1 3 I 1 +C2 +2+02+1 3 1+C2 +2+t2 +1 9 1 +(2+2+C2+1 3 1 +C3+2+C3r1 3 A CWSTER OF (3) ANCHORS CENTERED 80.000 1+C2+2+Cx +1 3 1 +(2+•1 +C2+1 3 1 +C2+•2+2+1 3 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +C 5+2+03+1 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63.000 1 +C2+2+C2 +1 3 1 +C2+1 +C2+1 3 1 +C3+2 +C3+1 3 1 +C3+2+C3+1 3 1 +C2 +2+(2+1 3 1 +C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.OWx 38.978 1112 +2 +(2+1 2 1 +C2 +2+C2+1 2 1 +(2+2+2+1 2 1 +C2+2 +C2 +1 2 1 +C2 +2+C2+1 2 1+C2 +3+02+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1 +(2+2+(x+1 3 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 1 +C2+2+C2+1 3 1 +02+2+(2+1 3 1 +C3 +3 Ca+1 3 (3” MIN. O.C. ANCHOR SPACING) SD.82$ 1+C2+2+C2+1 3 1 +C2+2+Cx+1 3 1 +C2+2 +C2+1 3 1+C2 +2+C2 +1 3 1 +C2 +2+C2+1 3 1 +C3+3+C +1 3 64.000 80.000 63.000 1+(2+2+(2+1 1+C1+2+C2+1 3 1 +C2+2K2+1 3 1 +(2+2+(2+1 3 1 +C2+2+C2+1 3 1 +C3+2+C3+1 3 1+C2+2+C2 +1 3 1+C3 +2+C3+1 3 1 +C2 +2 +C2+1 3 1 +(2+2+C2+•1 3 1 +C4+3+C4+1 3 1 +C4+3+C4+1 3 i�"� �2$ 4" rt�elt ---I 1•+ --3° MIN. 3 3 9"� X O X 2 p(COIWLy REV SED 1+C2 +2+12+9 3 1 +C2 +2+(x+1 3 1 +CS+2+C3 +1 3 1+C3 +2+C3+1 3 1 +(2+2K2+1 3 1 +04+3+04 +1 10&375x 39.378 1 +C2+2+C2+1 2 1 +(2+2+(2+1 2 1 +C1+3+C2+1 2 1 +C2+3+C2 +1 2 1 +C2+3+C2+1 2 1 +C2+4 +CZ+1 48.OW so.M 3 MTG.RAIL,TYP. compift with � ¢ 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS d��ma 1 +C2+3+C2+1 3 1 +(2+•2+(2+•1 31 +C2+3 +C3+1 31 +C3+3►C3+1 31 +C2+3+C2+1 31 +C3+4+C3+1 I+ +3 +Cx+1 3 1 +C2 +2+02+1 3 1+C3 +3+C3+1 3 1 +C3+3+(2+1 3 1 +C3+3+C3+1 3 1+C3+4+C3+1 $4.000 1 +C2+3+C3+1 3 1 +C2 +2+C2+1 3 1 +C3 +3+C2+1 3 1 +C9+3+C2+1 3 1 +C3+3+C3+1 3 1 +04 +4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) �O SMOW 83.0DO 1+C3 +3+(2+1 1 +C3+3+C3+1 3 1 +C2+2+C2•+1 3 1+C2 +2+C2+1 3 1 +C4+3+04 +1 3 1 +C4+3+04 +1 3 1 +C4 +3+C4+1 3 1 +C4+3+04 +1 4 1 +C2 +3+C3+1 4 1 +04 +3+04+1 9 1 +C4 +4 +C4 +1 3 1 +C5+4 +C$+•1 S 3 26 314" MAX. 2 1rr ' 3"MM. 11,Ittt/ 111.000x3&37$ 1 +(2+3+C2+1 2 1 +(2 +2+02+1 2 1 +C2+3+C2+1 21112+3+{2+1 3 1 +C2+3+C2+1 2 1 +C2 +4+(2+1 4&000 M625 1+C2+3+C2+1 1 +C2+3+C2+1 3 1 +C2+2+C2+1 3 1 +(2+•2+(x+1 3 1+C3+3+C2+1 3 1 +C2+3+C3+1 3 1 +(2+3+(2+1 3 1 +C3+3+C3+1 3 1 +C2+3+C2+1 3 1 +C2+•3+C3+1 3 1 +(3+4+(3+1 3 1 +0311 +03+1 9 ®,� �` ONY LYNIy 3 X O X \ 4�. V =NSF �4+, 64.000 1+C3 +3+C3+1 3 1 +C2 +2+C2+•1 3 1+C3+3+C3+1 3 1+C3+3+C3 +1 3 1 +C3+3+C3+1 3 1+04+4 +04 +1 3 No. 68705 1+C3 +3+C2+1 3 1 +C2 +2+C2+1 3 1 +C4+3+04 +1 3 1+rA +3+04 +1 4 1 +C3+3+C 3+1 3 1+04+4+04 +1 60.1100 83.000 3 MTG. RAIL, TYP. — 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �f � cMO , SiA E t^ �CiHORAOSSPACI�i'7, XOX i�4 -i%1 %�4 %��S•• !cCOR1DP,.: G�'�•`` ALUM. HORIZONTAL ROLLER WNDOW, IMPACT +,d.sea,e eerie ai, r A.>ann a" tfR910 NT5 8 11 4127 -10 E aEaeeras 1 +C3+'3+C3+1 3 1+C2 +2+(x+1 3 1 +C4+3+04 +1 3 1 +C4 +3+C4 +1 4 1 +04 +3+C4 +1 3 1 +C 5+4+C5+1 JJ WI7/12 E NOCHANAE7FB8 T 10 N0=Mi8�34M vo.egx,e�e NOKO+AIS, ra. 34714 JJi WWI O AiOJIPT06E7E +9 YNOTB >JC . a11sro7 c tlPaArErAecEn SELECTVACIJES0ITOANOHORCARACJJ FJG Air 24 " amr 9119108 y�&y, Beuar s 'leiWKl1 ANCHOR TYPE 2,3, WOOD 2. CONC 1, CON( 2.3, WOOD I $ CONC 1, CONC &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES N WINDOW 812E HEAD & SILL HEAD & SILL HEAD & SILL BEAD & SILL HEAD & SILL HEAD & SILL W v 48.0D0 x 38.378 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+(2+1 48.000 80.828 54.000 60.000 63.000 1 +C2 +1 +0J2+13 1 +C2 +1 +C2 +1 1 +C2 +1 +( 1 +CZ +1+C2 +1 1 +C2 +1+C 1 +C2 +1 +(2 +1 1 +C2 +1+C 1 +C2 +1 +C2 +1 1 +(2+1 +C 1 +C2 +1 +C2 +1 36.375 46.000 1+C2 +1 +C2 +1 2 1 +C2+1 +C2+1 1 +C2 +1 +C2+1 3 1 +(2+1 +C2 +1 50.628 C2+1 3 1 +C2+1 +C2 +1 84.000 60-OW C2+1 E 3 1 +C2+1 +C2 +1 C2+1 31 +C2 +1 +C2 +1 48.000 1 +C2 +1+C2+1 3 1 +C2 +1 +(2++1 3 1 +(2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +(2 +1 3 1 +C2+1+C2+1 3 80.828 �I+C2+ 1 +C2+1 3 1 +(2 +1 +(2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C 2+1 +C2 +1 -3 1+C2+1+(2 +1 3 54.000 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 3 1402- +1 +(2+1 3 1+03 +1 +C3+1 3 W.ODO +1 +02+1 3 1 +C2 +1+C2+1 3 1 +(2+1+(2+1 3 1 +C2 +1+C2+1 3 1 +(2 +1 +C2+1 3 1 +C3+1+C3+1 3 83.tD0 9 +(2 +1t(2 +1 3 1 +(2 +1+(2+1 3 1 1 +02+1 +02+1 3 1 +C3+ 1 +C3+1 3 1+C2 +1 +(2+1 3 1 +C3+1+CS+1 3 1x 36.378 1 +C2 +1+ 2 +1 2 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 48.4100 1+C2 +1 +C2+1 3 t+t2 +1+(2 +1 3 1+C2 +1+C2+1 3 1+C2 +1 +C2+1 3 1 +02+1 +(2+1 9 1 +(2+1112+1 3 50.628 1 +C2+1 +C2+1 3 1+(2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+C2+1 +C2+1 3 1 +C2+1 +(2 +1 3 1 +C3 +1+(3+1 3 64.ODO 1 +C2+1+C2 +1 3 1+{2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+(2+1 +C2 +1 3 1 +C3+1+C3+1 3 8D.000 1 +C2 +1 +C2+1 3 1K2 +1 +(2 +1 3 1+C2+1 +C2+1 3 1 +C3+1+C3 +1 3 1+02+1+(2 +1 3 1 +C3+1 +C3+1 3 63.000 1 +C2+1+C2+1 31 1+C2 +1 +(2 +1 3 1+C3 +1 +(2+1 3 1 +CS+1 +C3 +1 3 1 +C2+1 +C2+1 3 1+C3+1 +C3+1 3 x36.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+(2+1+(2+1 2 1+C2+1 +C2 +1 2 1 +02+1 +C2+1 2 1+(2+1+C2+1 2 48.000 1 +02 +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 80.028 1 +C2+1 +C2+1 3 1+(2 +1 +(2+1 3 1 +C2 +1 +(2+1 3 1 +(2 +1 +C2+1 3 1 +C2+1 +(2 +1 3 1 +03+1+(2 +1 3 64.0W 1+02 +1 +C2 +1 3 1+02 +1 +(2 +1 3 1 +C2 +1+(2+9 131+C2+1+C2+1 1 +(2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 3 80.000 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +CS+1 +C3 +1 1 +C3+1 +C3+1 3 1+C2+1 +C2 +1 3 1 +CS+T+C3+1 3 83.000 1 +C2+1+C2 +1 3 1 +(2 +1 +C2 +1 3 1+p +1 +M+.1 1 +CS+1 +C3+1 311+02+1+C2+1 3 1 +CS+1+C3+.1 3 x 38.378 1 +C2 +1 +C2+.1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2+1 1 +C1 +1 +C2+1 3 1+C2+1 +(2 +1 2 1 +C2+1+C2+1 2 48.000 1 +C2 +1+{2 +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 +CS+1 +C3+1 3 80.825 1 +C2+1 +C2 +1 3 1 +(2+1+C2 +1 3 1 +C2+1+C2 +1 3 1+C2+1+C2 +1 3 1 +C3+1 +C3+1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+{2 +1 3 1 +C3+1+CS+1 3 1 +C3+1 +C3+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3+1 3 80.000 1 +C2+1 +C2+1 3 1 +C2+1+(2 +1 3 1 +03+1 +C3+1 3 1+CS+1+C3+1 4 1+CS+1 +C3+1 3 1 +C2+1+C3+1 3 03.000 1 +C3+1 +C3+1 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 1 +q+1 +C3+1 4 1+C3+1 +C3+1 3 1 +04 +1+C4+1 4 x 38.378 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C2+1 3 1+02+1 +C2+1 2 1+{2 +1+02+1 2 48,000 1 +C2+1 +(2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +(2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 3 80:8211 1+C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1+02+1 +(2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C3+1 3 64.000 1 +C2 +1 +C2+1 3 1 +C2+1 +02 +1 3 1 +p+1 +C3+1 3 1+C3 +1+C3+1 3 1 1 +(2+1 +(2+1 3 1 +C3+1+CS+1 3 60.000 1+CG +1 +C2+1 3 1+C2 +1+C2+1 3 1 +p+1 +C2+1 3 1 +C3 +1+C3 +1 4 1 +C3+1+C3+1 3 1 1 +C4+1 +C4+1 4 63.00 1 +(21+1 +C3+1 3 1 +C2 +1+(2+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 am tOH7Ht E INOCHANGETHIIISMW 1070 _ H101 D ADD EDA9rAP70�7E0� +3- TAA7TE NOKOWS. FL 34M 40616 c ILMATE rASLEA SELECT VALUES DUE TOAAVM CAP. AML r.O.sgxIBM w -11 AA NOKOVA%FL 34574 1 1{C! NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 114" ELOO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 8115' LAMI - (1/8' A,J�0.1/5' A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. Sd16' LAMI - (115' AM. IV HS) FT. GLASS TYPES G - L SHALL HAVE A C. 5116' LAMB - (1/8' HSW0.1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND D. 7116' LAMB - (3116' A,=, 3M(' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7 /1S- LAMI - (3116' A,.090, 3118' HS) F. 7116' LAMB - (3118' HS, 000, 51(' HS) G. 13115' LAMB IG - U5' OR 3/18'A (MIN.), 5115' OR 318' SPACE, 5116' LAMI - (119' A,.080. IV A) H. 13/18' LAMI IG -1/8' OR 3/15' A (MIN.), EMS' OR 3V SPACE, 06" LAMI - (lAr A, 090. I ° HS) I. 13115' LAMI IG- 1W OR 3116' A (MIN.), 5115' OR 3t8' SPACE, 6116" LAMS - (1/8' HS,.=,1/8' HS) J. 13115' LAMI IG - IV OR 3116' A (MIN.), 3118' OR 1/4' SPACE, 7116' LAMI > (3/16' A,.090, 3116' A) IC. 13/18' LAM[ IG -115' OR 3M8'A (MIN.), 3/16' OR 1/4' SPACE, 7/16' LAM] - (3/1(' k090, 3116' HS) L. 13M6' LAMI IG -1/8" OR 3116' A (MIN.), WISP OR 1/4 SPACE, 7115' LAMI -(3110' HS,.090, 3M8' 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: 1012' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314' MAX. FROM CORNERS JAMBS: V MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY. 2j O X 1 +C3+1+C3 +1 F-31--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANT[TIM A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FDCED SECTION. (S) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 25 314' MAX. 9' REF. O X PRODMTREWSSD MTG. L - - - �� Ntb EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A nm ' - t (SHOWN IN TABLE BEY ABOVE) -t tNlaml 28 3W MAX. �urn?. 3"MIN. ti1111tt Ow! LYNN aid OCENSO * No. 58705 ' MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o o� :�0� •• STA- p � � �� r. ANCHOMISE SPACING XOX 1/3 -1/3 -113 04OR10P..: ��'ss /OVAL ��C�`. ALUM. HORIZONTAL ROLLERMINDOW IMPACT jrrr +1%` a LYM4 ma P.E. ^- tw790 NTS 9 s 11 "4127 -10 E' PXJWM 7 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H 2.3, WOOD I 2, CONC 1, CC ZONES ZONES ZONI WINDOW SIZE {ly V H as 2 757 2,3, D1 06 37.000x 38.376 48.ODO 60.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 1 +C2+1 3 1 +C2+1 3 1 +C2+1 1 +C2+1 3 1 +C2+1 3 1 +C3+1 1 +C2+1 3 1 +(2+1 3 1 +C3+1 I8.000 x 38.376 48000 50.626 54.000 SM000 63.000 1 +C2+1 2 1+C2 +1 2 1 +C2+1 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 1 +C2+1 3 1 +C2+1 3 1 +C3+1 1 +C2+1 3 1 +C2+1 3 1 +C3+1 1 +C3+1 3 1+C2 +1 3 1 +C3+1 1 +C3+1 3 1+C2+1 3 1 1+03+1 13.125 x 311376 48.000 68826 64.000 60.000 83.000 1 +C2+1 2 1 +C2+1 2 1 +02+1 1 +C2+1 3 1 +C2+1 3 1 +C3+1 1 +C2±1 3 1 +C2 +1 3 1 +5+1 1 +C3+1 3 1 +C2+1 3 1 +(3 +1 1 +C3+1 4 1 +C2+1 3 1 +C3+1 1 +C3+1 4 1+C3+1 3 1 +C4 +1 0.000 x 38.375 48.000 50.625 54.000 60-WO 1+C2+1 3 1 +C2 +1 2 2 +C2 +2 1 +C2+1 3 i +C2+1 3 2 +C3+2 1 +C3+1 3 1 +C2 +1 3 2 +C3+2 1+C3 +1 4 1 +C2+1 3 2+C3+2 1 +C3+1 4 1 +C3+1 3 2+C4+2 X 38.375 48.000 60.625 64.000 60.000 63.000 x 38.375 48.000 60.626 54.000 60.000 63.000 4 1 +C2 +1 3 4 1 +C2+1 3 4 1+C3 +1 3 4 '1 +C3+1 3 3 2 +C2+2 2 4 2 +C2+2 3 2+C3+2 4 4 2 +C3+2 3 2 +C4 +2 4 4 1 +C3+1 3 2 +C4 +2 4 4 1 +C3+1 3 2+C4+2 4 +C2 +2 3 2 +C2 +2 2 2+C2 +2 3 -nP MIN. +I I I I t ! +C3+2 4 2+C2+2 3 2+C3+2 4 I Nll�N ��( LYNN !+C3+2 4 2 +C2 +2 3 2+C3+2 4 REF. X O `.` �l? : 1OEN' 4Fp !+C3 +2 4 2+C3+2 3 2 +C4 +2 4 - - MTG. RAIL * No. 58705 [+C3 +2 5 2 +C3+2 3 2 +C4 +2 4 - ~� !+C4 +2 6 2+03+2 a 2+C4 +2 6 EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS �i�� mn/tt TABLE 6 NOTES: 1 ANCHOR TYPES- 1 -1/4- ELCO TAPCONS 2 -1/4- ELCO SS4 CRETE -FLEX 3-m STEEL SCREWS (G5) 2. GLASS TYPES: A 6J18' LAMI - (1/8- A,=,1/r A) D FOR INSTALLATION IN THE HVHZ ABOVE :3OD B. SMS' LAM[ - (1/8.0,.090.11° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/1(- LAMI - (1AP HS,J)W.1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP O 7t18° LAMI - (311(° A,.0I0, 3(18• A) ANCHOR QUANTITY REMAIN UNCHANGED. E 7116' LAM[ - (3/18- A,.090, 3M6' HS) F. 7/16' LAM[ - (3118' HS,J190, 3M(' HS) G.13MW LAM IG -103' OR 3116° A ( MIN.), 816.OR 3V SPACE, 6116- LAMI - (1/8- A,=, US' A) H. 13116- LAM[ IG -118' OR 3116- A (MIN.), 6118.OR 3V SPACE, SMS- LAMI - (V8- A,A90,1Ar HS) I. 13118- LAM[ IG - 116.OR 3118' A (MIN.), 618' OR 3/8- SPACE, 6116- LAM - (1A" HS „090,1" HS) x.13118- LAM[ IG -1/8' OR 316- A (MIN.), 3110' OR U4- SPACE, 7116" LAN - (3M6' A,.0K 3116' A) K. 13/18- LAM IG - NAY OR 3/1(- A (MIN.), 3M8. OR 1/4- SPACE, 7118" LAMI - (3M8' A M. 3M8' HS) L. 13M6' LAM) IG -1Ar OR 3116- A (MIN.1 3/18° OR 114- SPACE, 7116- LAM - (311(' Hs «=, 3118- 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 18 3W MAX. ON EACH SIDE S. MEETING RAIL CENTERLINE 183/4- MAX. FROM CORNERS. JAMBS: 8' MAX FROM CORNERS AND 22112- MAX. O.C. TABLE KEY. O X 2 +C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF H ANCHORS CENTERED ON THE. MEETING RAN. PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) X16 314- MAX. ( I I j 13• MIN, L� N7� X Q PRODUCT EMED MTG. RAIL as ou"17ft wkhdaploft EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 8 314- MAX. 1JY TYP. ANCHORAGE SPAC/NG,OXANDXOWINDOWS GLASS TYPES C,D,E,F,I,J,K, L O 757 2,3, D1 2, CONC 1, CONC C 3 ZONES ZONES ZONES maw FBt7f0 NTS � = 08 +NDOW 4127 -11 W aD ' 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 3 1 +C2+1 3 1 +C2 +1 3 1+C3+1 3 3 1+C2 +1 3 1 +C2+1 3 1 +C3+1 3 2 1 +C2+1 2 i +C2+1 2 1 +C2+1 2 3 1 +C2+1 3 1+C2+1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2+1 3 1+C3 +1 3 3 1 +C2 +1 3 1 +C2+1 3 1 +p+1 3 3 1+C3+1 3 1+C2 +1 3 1 +C3+1 3 3 1 +C3+1 3 1+C2 +1 3 1 +C3 +1 3 2 i+C2+1 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 3 1+C2+1 3 1+C2 +1 3 1 +C3+9 3 3 1 +C3+1 3 1 +C2+1 3 1 +C3 +1 3 3 1 +C3+1 4 1 +C2+1 3 1 +C3+1 3 Y 1 +C3+1 4 1 +C3+1 3 1 +C4 +1 3 2 1 +C2+1 3 1+C2 +1 2 2 +C2 +2 2 3 1 +C2+1 3 1 +C2 +1 3 2+C3+2 3 3 1+C3+1 3 1 +C2+1 3 2+03+2 3 3 1 +C3 +1 4 1 +C2+1 3 2+C3+2 3 4 1 +C3+1 4 1+C3 +1 3 2+C4 +2 4 4 1 +C3+1 4 1 +C3+1 3 2+04 +2 4 3 2+C2 +2 3 1 +C2+1 2 2 +C2+2 3 3 2 +C2 +2 4 1 +C2+1 3 2+C3+2 3 3 2+C3 +2 4 1 +C2+1 3 2 +C3+2 3 4 2+03+2 4 1 +(2 +1 3 2+C3+2 4 4 2+03+2 4 1+C3+1 3 2+C4 +2 4 4 2+C3+2 4 1 +C3+1 3 2 +C4 +2 4 4 2 +C2+2 3 2+C3+2 4 4 2 +C3+2 3 2 +C4 +2 4 4 1 +C3+1 3 2 +C4 +2 4 4 1 +C3+1 3 2+C4+2 4 +C2 +2 3 2 +C2 +2 2 2+C2 +2 3 -nP MIN. +I I I I t ! +C3+2 4 2+C2+2 3 2+C3+2 4 I Nll�N ��( LYNN !+C3+2 4 2 +C2 +2 3 2+C3+2 4 REF. X O `.` �l? : 1OEN' 4Fp !+C3 +2 4 2+C3+2 3 2 +C4 +2 4 - - MTG. RAIL * No. 58705 [+C3 +2 5 2 +C3+2 3 2 +C4 +2 4 - ~� !+C4 +2 6 2+03+2 a 2+C4 +2 6 EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS �i�� mn/tt NocNaNtrr>rBBNEer �� PD.BQXIBZB wacoenB.Fl �a ANCHORAGE SPAC/NG,OXANDXOWINDOWS 'p0 sra F� ONAL G```: ism ++ +fie P"mm ✓JL 82glN O AOBEDIG CAP TOBETSFERED +XFTNOTE HORIZONTAL ROLLER IMPACT FK 4118!07 C gfBTABLES70888@1 TVALUESOLSTGANCHMCAI? IV FX Z J.J maw FBt7f0 NTS 10 d 11 +NDOW 4127 -11 E ,a MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK, I! NOTE 3 y:- : ' ••: , NOTE 1 MAX. JJJJJJ SHIM CONCRETE WOOD u ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 114, MAX I I M7 1/4° MAX SHIM —►I 4� -; WOOD CONCRETE ANCHOR ANCHOR 1 3/8° MIN. 1! X MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY AppROVED 114° ELCO TAPCONS EMBEDED 1 3/8° MIN. OR 114° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4°. FLATHEAD ANCHORS MUST BE 31'12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 19° $84 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 11 MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTE 2 NOTE 1 1 V4• EXTERIOR INTERIOR q MIN. E.D (mEAb & BILL DETAILS A. B. C, D. G & H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 �j SEE NAILINI INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1 1/4° LIMAX. —� SHIM • y . NOTE 1 I MIN. 3.4 KSI_ E.D. TYP. CONCRETE DETAIL C BUCK NOTE 3 WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM6 SEE 1MIN NAILING s 2c DETAIL D .L SECTIONS ' TYPICAL II mep�m ,3r7oOKOMI MA 3xme � ,alval 333xC3xdl8, R9Cl76 Tau P.o.333)x,3rm ALUM Ia01COA318. R 99774 II�cm-T" a,d° dba,o- 7aam DETAIL H (HEAD) NAILING .131 DIAL MIN. x 21P2° NAIL AT CORNERS AND S° O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) SEE NAILING DETAIL I (JAMB) 4L ROLLER WINDOW .t aa°lalae 11 cell 4127 -10 asaangdy Mw0dwFIo" naiminscoh Aaaeptw=M 1 4O , _ IIv Illllt /� LYNN =moo . STAt lk ZON1ALIEII�� &tym P Y�E P.E.# um a s MIAMI.DADE M AMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTIVENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w_ww.mlamldade.sov/economv c +tt 070�Tech d'6 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. — L.M.I. APPROVi : Drawing No. MD -CA740 LM, titled"`Casenteitt Window Details LM & SM", sheets I through 10 of 10, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe 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 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM", sheets 1 through 10 of 10, 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 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, 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 lqDuPont Butacite® PVB Interlayer" dated 09/08111, expiring on 12/11/16. 2. Notice of Acceptance No. 11 4624.02 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, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel P e Product Control Ex m r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -1 GENERAL NOTES: SERIES 740 IMPACT - RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ONHZ). 2) SHUTTER ARE NOT REQURM WHEN USED IN WND•SORNE DEBRIS REGIONS. FOR INSULATED MASS INSTALLATIONS ABOVE W IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATION IN MIAMI-DADE COUNTY. USE ONLY MIAM14 AIDE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MN. KSI PER ANCHOR TYPE. SEE TABLE 3. SHEET 4. 4) ALL WOOD SUCKS LESS THAN 1 -112• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT B INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1 -1W THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPEMY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHOR OF SUFFICIENT EMSEOMENTAS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAJNGIFIASHING STRATEGY FOR WATER RESISTANCE OF INSTA LAT10N SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTION. 8} SHIMS ARE REWIIRED AT EACH ANCHOR LOCATION WHERE THE PRAT 18 NOT FLUSH TO THE SUB8TRATE USE 3HWL4 CAPAtI.E O: TRANSFERRING APPLIED LOAD& WOOD BUCKS, BY OTHER, MUST BE SUFFICIENTLYANCHORED To RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCRIRALICYC.E TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAIJ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESST THE WINDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. THE 33.1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHOR INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL- 7885, 3979.3880.3724• ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Typal Sheet o 1 6110- Land 118 An - .090- PVB -118 An 6 2 7116- Lams (3118 An -.OW SOP - 3/18 An ) 8 3 7118" Lam! 18 HS -.OW SGP - 3116 HS) 7 4 718- Land. iG (1B- An - 7116• Atr - VS' An - .080' PVB - V8• An ) 5 6 718• L.emi. IG (118" T - 711(• Atr -118- An - .080' PVB -118- An) 8 6 718- Lend. IG 18- An -114- Atr - 3110- An -.090' SGP - 3118- An 9 7 718• 10(SN8°An- IWAir - 3118-HS- .090-SW- 3110 -HS 7 8 7!8'Lend.Ki 8•T-tt4 -Air - 3116- An- .09VSOP- 3116'An 9 9 17fir [and. I3 8• T -114' Air - 3116' HS - .090 3tiP - 3t18` tI3 7 DEMON PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS lL9 RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE 6f18'LAMMIM 7NB'LAMINATE0 i OIASSSTAC( OIASSSTAC( EXTEM 3 WIDTH 7' 26.478• MAX O.C. IF WIDTH IS UNDER 33.478' (HEAD &381 4• MAX. Q SEE SHEET 2 A 88' VISIBLE LIGHT HEIGHT (DLO) 1 OtAEe 9H8'ANNEA(EDOR �itB•ANNEALHO Q 61A89 01A84 _ 1v1aGLAsssrm „ to t41 GLASS BITE L L/ Q� v 17 -12` GLASS TYPE 7 GLASS TYPES 2 & 3 MAX TtBNOM. Ur NOM. A. SEE O.C. �ET2 t OtA83 srAdC 8HB-(AM.r. CLASS srACdC MASS STACK OLASSafARB( NASSSfACK WWANNEAMMASS SWANNEAUDO 8" MAX. TRIO -AN O.C. UBANNEAL TAO i USE ANCHOR PAIR AT EACH MMM HEIGHT IS O 28.OROVER 3 75" HEIGHT B 141:X MAX O.C. tF 1MDTH Is 4' MAX 33.478• & OVER {HEAD & SILL) 30" VISIBLE '— OPENING (OLD) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES-- I ELEVATION__.._.. -....1 OWING DETAILS«.............. -._ -1 INSTALLATION_......... 2 ASSEMBLY TUBE DETAILS _ — 3 ANCHOR SPECIFICATIONS__ __. 4 ANCHOR QUANTITIES -...4 DESIGN PyRrRES " ASSEMBLY DETA L,:Z I....-........ 10 `SO'c'm LYNN Q, "'Ii�i ` No. 58705 Zils STA ZORIDP- ONA1 Er:``�• tttr +n11j11 .L MILLER, P.E. tw GLASS TYPES 4 & 5 GLASS TYPES 8 & 7 TAPNOLL A1A833TACX . GLASSsTmx OLA833GACIC 3I18'AWMLWOR &MrANNEALEDOR - KI%TS1Fd0tiT1@N GLASS I 11118• GLASS SITE GLASS TYPES 8 & 9 16 NG DETAILS I J ROSOWSKI 1070 TECHNOLOGY DRNE lift "" N. VENICF. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Se WhIo d.- SMI& S)reek pros MB No. Rev.' CERT. OF RUTH. #29299 CA -740 NTS 1 OF 10 MD- CA740 -LM INSTALLATION OPTION 1 EDGE mwALLATIoNANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER C TABLE 3, SHEET 4 EXTERIOR NINOON HEIGHT VISIBLE LIGHT HEIGHT (DLO) EDGE DISTANCE EDGE DISTANCE EMBEDMENT FLANGE 0 HEAD, SILL &JAMBS BUCK WIDTH IED TO SI.I ' L ATTACHED TO VENT BILL, VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A A SEE DETAIL A1. �•�: BELOW 1) USE ONLY SUBSTRATE- APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1 -b2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE INSTALLATION Window Wdth NOTES: 1) WHEN INSTALLING COMBINATION UWM ADDITIONAL INSTALLATION OPTION 2 IV MAX. 0 INSTALLATION ANCHORS ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10` MAX LbNCRETEJCMII DIRECTLY INTO MASONRY. 1 PER ANCHOR REQUIREMENT 28'i 1 :: ;, , 114' MAX V&" FlelgM , •.. SHIM ATTACHED TO •. 1r -22.V VENT SILL •.� 28• -2&W r 1 32' 33 2V+ 1 1 EDGE DISTANCE EMBEDMENT FLANGE 0 HEAD, SILL &JAMBS BUCK WIDTH IED TO SI.I ' L ATTACHED TO VENT BILL, VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A A SEE DETAIL A1. �•�: BELOW 1) USE ONLY SUBSTRATE- APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1 -b2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL 912 STEEL SELF- ORILLINO SMS, SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EGRESS FORA1lILA� WIDTH. WASH HINGE: WINDOW WIDTH 13-112 F, Window Wdth NOTES: 1) WHEN INSTALLING COMBINATION UWM ADDITIONAL INSTALLATION �a IV MAX. 0 Li INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL 912 STEEL SELF- ORILLINO SMS, SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EGRESS FORA1lILA� WIDTH. WASH HINGE: WINDOW WIDTH 13-112 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS --«-I IV MAX DEPICTED AS 2X ARE 1 -Vr THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. i WOOD BUCK DESIGN AND INSTALLATION IL&"T B THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 11C. 16 18 DETAIL AIL Adglaml AnchmRe*dW -eevb SWeofft Frame Asswft TWO A F, Window Wdth NOTES: 1) WHEN INSTALLING COMBINATION UWM ADDITIONAL INSTALLATION WIDTH• EGRESS HHWW- WINDOW WIDTH - 7 -112 HEIOHT:WPIDOWHEIGHT -S VISIBLE LIGHT FORMULAS: IV MAX. 0 0 ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10` MAX WIDTH: WINDOW WIDTH - 7 HEIGGHT: WINDOW HEIGHT- 7 0 1 > 28'i 1 FROM EACH SIDE OF THE FRAME 4 u. V&" FlelgM Anoha A ASSEM13LYTUBE 1r -22.V 0 0 28• -2&W SEE TABLE BELOW 1 OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS --«-I IV MAX DEPICTED AS 2X ARE 1 -Vr THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. i WOOD BUCK DESIGN AND INSTALLATION IL&"T B THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 11C. 16 18 DETAIL AIL Adglaml AnchmRe*dW -eevb SWeofft Frame Asswft TWO A F, Window Wdth Ar¢Mr A B,C &D 1r -22.9' 0 0 28'•2MILr 0 1 > 28'i 1 1 4 u. V&" FlelgM Anoha A B, C & D 1r -22.V 0 0 28• -2&W 0 1 2V+ 1 1 mIi My 1^- 1.- � as 18 H)4 BUCKSTRIP, �� pD1 L.. N 21 ,Z SEE NOTE 2 �`��a •' �CENSF''• �� TT THIS SHEET. I7evlseJ Br Date T7evls(on: I MAX SHIM *' No. 58705 ' • EMBEDMENT ` a' CROSS SECTIONS & INSTALLATION ROSOWSKI CONCRETE' . '�' ". PERANCIOR '..,�:•...� ..;':_ o...,.' 0% TA •' FCOPoOP.•'•�` T 70TECHNOLLOGYOR E 78te• 9.k REQUIREMENT •• '.,c�`S,' • G CASEMENT WINDOW DETAILS - LM & SM 08!08/12 INSTALLATION OPTION 3 �� 70IN1'A�1L � �` No pDMls�FL134274 Smi -Imodr same steer 'MD-CA WSTALLATIoNANC•IOR$THROUGH VERTICAL SECTION B-S ALYNNAAILLER.P.E 1XSUCKSTRIPINTOMASONRY. CERT. OF AM. #29296 CA -740 NTS 2 OF 10 740 -M P.E.989T08 CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE & SHEET4. 3) FROM SHEETS &B, FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED IDESIGNPRESSHAHE (PSFJ FOR SINGLE ISDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. S) USING THE TABLE LABELED TANDMANCHORS REWIRED' (TABLE 2, SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. S) INSTALL AS PER THE INSTRUCTIONS ON SHEET I CASEMENT /CASEMENT(XX) r.— FIGURE 1: 10'. SEE NOTE 7, THIS SHEET 1(', SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO MIN. # 12 X 1' SMS .THROUGH INSTALLATION HOLES MIN. # 12 X 1'sMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW -"J�" `ASSEMBLY TUBE HORIZONTAL SECTION" EXTERIOR a FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION DA 740 SERIES AWNING WINDOW FRAME — ASSEMBLY TUBE 740 SERIES N W 1) DIMENSIONS SHOWN ARE TIP-TO-TIP DIMENSIONS FOR EACH INDMDUAL WIDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE& 2) ANY 740 -BEFUES PRODUCT (CASEMENT, AWNING OR FINED CASE2 MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE UMITATK MS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X T MEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBFA VERTICAL. SECTION E-E TUBE MIN. #12X 1'sM3 THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SRE AND GLASS MAKEUP, SEE FIGURES 1 & 2 THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 2) FROM SHEETS I.B. FIND THE SHEET FOR YOUR LASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSI) FOR *MGM ATTACHED T'OA VERTICAL FRAMEASSEMBLY TUBE' OR 9ESFGN PRESSURE( FS 9 FOR W/ HDOTNSATTACH EDTOAHORQONTALFRAMEASSEBLYTIASE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. M MENSXM SHOWN ARE TIP-TO-TIP- FOR SIM NOT SHOWN, ROUND UP TO THE NEXT AVALABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YCUR WINIXAV. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MN. #12 X T ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TLS (SEE DETAILS ON THIS SHEET). B) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED S2' IN LENGTH (AS USED M A S3" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATION& S) THE FRAME ASSEMBLY TUBE L4 NOT REQUIRED TO SE CLIPPED TO THE SUMTRATE. ALL EXTERIOR JOINT'S TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAMEASSEMBLYTUBE CENTERLINE. SEE TABLE BELOW: AdOmml A A me Re*" on each smectum mme Tofas A n / CC C \ pe B, O & D 1 -2LV 0 1(', SEE NOTE 7, THIS SHEET AWNING / CASEMENT / FIXED CASEMENT (XXO MIN. # 12 X 1' SMS .THROUGH INSTALLATION HOLES MIN. # 12 X 1'sMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW -"J�" `ASSEMBLY TUBE HORIZONTAL SECTION" EXTERIOR a FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION DA 740 SERIES AWNING WINDOW FRAME — ASSEMBLY TUBE 740 SERIES N W 1) DIMENSIONS SHOWN ARE TIP-TO-TIP DIMENSIONS FOR EACH INDMDUAL WIDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE& 2) ANY 740 -BEFUES PRODUCT (CASEMENT, AWNING OR FINED CASE2 MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE UMITATK MS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X T MEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBFA VERTICAL. SECTION E-E TUBE MIN. #12X 1'sM3 THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SRE AND GLASS MAKEUP, SEE FIGURES 1 & 2 THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 2) FROM SHEETS I.B. FIND THE SHEET FOR YOUR LASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSI) FOR *MGM ATTACHED T'OA VERTICAL FRAMEASSEMBLY TUBE' OR 9ESFGN PRESSURE( FS 9 FOR W/ HDOTNSATTACH EDTOAHORQONTALFRAMEASSEBLYTIASE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. M MENSXM SHOWN ARE TIP-TO-TIP- FOR SIM NOT SHOWN, ROUND UP TO THE NEXT AVALABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YCUR WINIXAV. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MN. #12 X T ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TLS (SEE DETAILS ON THIS SHEET). B) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED S2' IN LENGTH (AS USED M A S3" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATION& S) THE FRAME ASSEMBLY TUBE L4 NOT REQUIRED TO SE CLIPPED TO THE SUMTRATE. ALL EXTERIOR JOINT'S TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAMEASSEMBLYTUBE CENTERLINE. SEE TABLE BELOW: AdOmml A A me Re*" on each smectum mme Tofas A n Wwow WkIffi AVrohm A pe B, O & D 1 -2LV 0 0 2r-2&W 0 1 t- u Winbw HOW TIP A S,C&D m •tae• 0 0 2r-25V O 1 28't 1 1 4ppmwdm"ui (Y1 911hHA0 Florida di0� pope r �A P N O O J 0 Lu m }.1 CD LU Q 2 06 J O In z �Z W �QQ �U O eF ti lU O U., O t &m 0) z a� a ® �N N Ol RIC � dY cim oz z. .- V (LYNN ` No. 58705 %�•• ST EOF3 •HC/�� N W N N W N N A M v�W M tai 9 r �W yT� z jWWOyjOy O D P Qii� � m C �J� � •�� p m � �� r�3 j6 O 9 i m 1 F �a l. w °^�ti�gg l ► R l r a� �a w . / .�A c.P $ . l �`�am i\.s - ��`��v jj m '�Y� ; �a�QJQ ��Wpm \\ i �c � T 0 p�� r • \` � ��g sm i m m �o0 � � � a � m g � S � �D n �P Ofr 0y � N$A yWDD a D O :V O > Z � °v nm X x g p Q m m m m p m a m W m m � W N N N W N N N N N N N N W N 4W W W w x / � g m m m m m p W m 'W � W m Q W m p m e WW Rp mVW W m m m m W W m W m W m W m 0m W W W eM> v z iMN N N N N N N N N W N W w N w s W nW m a W A W W A W m a m A m W a m m A : V H eN N N N N N N N N W N w N w W W W A W g M O A m A A W A W A a A m A m W A W m A ( tnN N N N N N N N W N W W N w W W A W ) O m D fie sm m sw Wm coo—, Wm Im 9 C9 Co o o D 0 7x T' 4, ' Revsd W. 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P.o 1 NOKOMIS, FL 342 34274 �,y�y; 5¢alx I S!t¢e4 I Osorin9 No. R (� CERT. OF AUTH. #29298 1 CA-740 NTS 7 OF 10 1 MD- CA740 -LM iS O A 1 +1 +1+ l +l* DA I fli�l +111 It 401* 0, .�. Q a -n wr ^� Q in 4 � 1 9 a; r D ao Ol 10 11 *l 0 1 1 T Y 9 < \ \\ 4l Revised Sr. gum fievlsian: 3 �p�d rxee W. rate: ¢ice fi J ROSOWSKI 08/08/12 ° �s DESIGN PRESSURES PER GLAZING TYPE � T � _,ono TECH "olocr aRroE me: N. �'I BOX 15 9 CASEMENT WINDOW DETAILS - LM 8r SM it CERT. .00FAUK #29296 ACA 740 NTS 8 OF 10 MD- CA740 -LM a 8 g a7»btLt��S S Fo is a wcea eo + � ♦ JJ♦�� JJ4�� JJ4 JJ.4�� ff♦�� qq?�� (yamy�♦.p�++�jyQ{ �f Ff 8 a b S S 9 + VV 6 R v `•tl � m Q� S$ 8� i� boiggVmdNyy8y��8t�8Frfy$�p m m W A ♦ V + S mill S m w a m m iS O A 1 +1 +1+ l +l* DA I fli�l +111 It 401* 0, .�. 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Q a -n wr ^� Q in 4 � 1 9 a; r D ao Ol 10 11 *l 0 1 1 T Y 9 < \ \\ 4l Revised Sr. gum fievlsian: 3 �p�d rxee W. rate: ¢ice fi J ROSOWSKI 08/08/12 ° �s DESIGN PRESSURES PER GLAZING TYPE � T � _,ono TECH "olocr aRroE me: N. �'I BOX 15 9 CASEMENT WINDOW DETAILS - LM 8r SM it CERT. .00FAUK #29296 ACA 740 NTS 8 OF 10 MD- CA740 -LM a i ItT"j1wcwHWt E3 g oili I tt It ft fa is is Is cl + + - I ! I it 4 ris * l * l I s' * I , r t r r W G7 + +Jil+ 1 +1 + i - 1 +111 +Ill* ! -a O 1 YI YJ a J 99 �Z O W r m yym Z Z in t7 r g ° o r 'D a �,1 9 D �$0 V. 01401 111111, RevJead Data: Revraicn: s` 'i�: •••........ Airy, mrn W. Date: 02� J ROSOWSKI 08/08/12 _ a DESIGN PRESSURES PER GLAZING TYPE O W th�v 1070 TECHNOLOGY DRIVE 7We. 10 N. VENICE. Fl 34279 & ro ;2 •., 1� CASEMENT WINDOW DETAILS - LM & SM ., t1j,��......... '•p•,.�� P.O. .' F 7829 Berea eR Saate: sheet: DmwLrg No. NOKOMIS; FL 54274 'rrtr�i,R,111111�`` CST. of stmt. fzez9s CA -740 NTS 9 OF 10 MD- CA740 -LM e , + r r+ 1010 G motsmr°�� VO! O O O K S 1 m i !yy yyi{ f m � m a + + + a [rte S�� A♦, /r+ S S [ate b D •c a y +p b 8 6 yy 011i G motsmr°�� VO! O O O K 1 m i !yy yyi{ f a yy 011i VO! O O O K TAW C M,. Item I Dwg. B I Daemip8on Material 1 1 7002 IMaInFrame Head, Sig & Jamb 6083 -T8 Alum, 2 1 7071 lAnchorPlate 8W3- T$Alum 3 7003 Sash Too. Bottom & Side Rail 6083 -T8 Alum 4 7008 Frwm Comer Key steel S 7009 Sash Corner Ke Steel 6 7078 Franca Gasket VkWI Fate 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb WeathersMp.187"x.27S" Flax PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 tack Plate steel 12 7014 Multi -Lock Keeper we-e-, 13 1 7013 Tie Bar Guide NO- 14 7015 Tie Sar Assembly Steel or SS 1S 7028 Maxim Dyad Operator, WW<=24" 16 7027 Maxim Dual Ann O erator WVy W 17 7030 O ratorGasket 18 7031 Operator Saddn Plate §N7y1- 19 70Si Operator SpacerBlock 7032 Stud Bracket 7033 O erat or Track & Slider Dual Arm 22 7023 Egress Hinge (Heavy , Manuf. by Truth areal 23 7050 E Hinge/Washabla HD Manuf. Truth Steel 24 1 IShubber, AML - blowout Clip Steal 31 Dure Seal Sower steel 32 1713 Setting Blodc 5132" It 3116" x 1-1/4" EPOM 33 1714 Setting Block 5/321 x 7 16" x 1-1/4" EPDM 35 7036 land Bead B 6083 -78 Alum 35 7042 Lanka Bead C 6083.76 Alum 37 7059 Land Bead D • BOBS -78 Alum 38 1224 IVInVI Bulb Ws Flax PVC 70 39 1225 Vinyl Bulb Wst in Flax PVC 70 30 Dow $99 Silicon Sadcbedding W 7006 Screen frame 3105•H14 Alum 61 7040 Screen Comer Key Poillix"dene 62 Screen Cloth Fgt gftw 63 1 1635 Screen Spline EM. PVC 64 320 Screen Sping 8tairdwe Steel 70 134 Add-on Flarrile 8083 -T6 Alum 71 7004 Frame AsW Tube 6003 T8 Alum 80 48-32x 2" Ph. Pn. Mach ScrTYPE B Stainless Steel 81 1157 #8 x 2" PIL Pn. SMS Stainless Steel 82 #8x 8" A. Ph. SMS Stainless Shed 83 #8x 7 8" Fl. Ph. SAS SWIM Steel 84 198X 1" Ff. Ph TEK sties Steel BS IN8X 1" Quad Pn SMS Steltdeas msel 86 4SX 1-1/2" Quad Pn SM S 81064ess Steil 87 #10x Ph. Pn. /TEK Stalydeae Steel 89 1#12x #10.24 x 9/16" Ph. Pn. TYPE F Stainless steal 90 1" Ph. Pn. TEK Stelnleae Steil ASSEMBLY DETAILS AI ks T, x LYNN .4f `��a��: 416ENSLc••�Q ��i * No. 68705'_ a U, O '• r!f 13 STATE OF •' �f[/` 'ice �`�S••.F7OR1ID A LYtaV 11ALLER, P.E. 062' NOK 434" 2AIW } .062' NOM. I 1.168 I 2.11 2138' OFRAME HEAD, SILL & JAMB #7002,6063 -T6 I " -1, Mv i �_T OANCHOR PLATE #7071,e063 -T8 .060' �I t - AV T 35 BEAD S #7038,6063 -T6 {�— .172' 970' .050` Jr 37 BEAD D #7058, 6063 -T6 "1001 miGgemplT all 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOWS; FL 34274 CERT. OF RUTH. 028286 3 SASH TOP, BOTTOM & SIDE #7003,6063-TO J140' 1.000" .423' --►� FIXED 60 SCREEN FRAME #7006, 606346 .080" A86' 36 BEAD C #7042,6003-TO 4 .003' .083' 7O ADDON FLANGE #134, 8083 -T0 4Ppr0r¢d m wmpt euh We Fl" onto C Dale XI.b M�m a t BY.IE = I BOM AND CORNER VIEWS I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM & SM 08/08/12 r/Modek 1"CI'"19*1L Drow&M flo. Rer. CA -740 NTS 10 OF 10 MD- CA740 -LM —►I 1.124• r— .12s 2.701' .062" 71 .w FRAME ASSEMBLY TUBE #7004,8003 -TO .003' .083' 7O ADDON FLANGE #134, 8083 -T0 4Ppr0r¢d m wmpt euh We Fl" onto C Dale XI.b M�m a t BY.IE = I BOM AND CORNER VIEWS I J ROSOWSKI I 3EMENT WINDOW DETAILS - LM & SM 08/08/12 r/Modek 1"CI'"19*1L Drow&M flo. Rer. CA -740 NTS 10 OF 10 MD- CA740 -LM JOB NAME: APARTMENT # 12-G 689 NE 92ND ST MIAMI SHORES . FL a =-F-CEIVED DEC Is 2 13 BY: c013 A NV 54P fATE OF BY DA F 77 P PT -7 1f Ul- Cl- 10 GUMPLIANCk WITH ALL FZDER�L Ar,,'!)(.OLINTYFiLJI-17S AND RF(',ULATIONS c013 A NV 54P fATE OF KEY PLAN 2 STORY BUILDING SCOPE OF WORK rr 1, 2 0 i flit No. 5484 STA; EF e ; r � x N KEY PLAN 2 STORY BUILDING SCOPE OF WORK rr 1, 2 0 i flit No. 5484 STA; EF e ; DATE: 12!06113 SCALE: 3116" = P DWO. BY: M.R.Z. JOB M 12 -2013 1 of 3 c� N E �A N rA Z H ao 00 F F+ O U<U O DATE: 12!06113 SCALE: 3116" = P DWO. BY: M.R.Z. JOB M 12 -2013 1 of 3 NOTPARTOF TIES PEmmrr TBUMDING CONTINUES O IJC "� O O FRONT NOTE: MEAN ROOF HEIGHT: 23'- 6" ROOF TYPE: 4/12 FLOOR PLAN APARTMENT — 12 —G ` -�TA F 9 N 1--a DATE: 12/06/13 SCALE: 3/16"= I' DWO. BY MR Z. JOB #: 12 -2013 2 of 3 r NOTPARTOF TIES PEmmrr TBUMDING CONTINUES O IJC "� O O FRONT NOTE: MEAN ROOF HEIGHT: 23'- 6" ROOF TYPE: 4/12 FLOOR PLAN APARTMENT — 12 —G ` -�TA F 9 N 1--a DATE: 12/06/13 SCALE: 3/16"= I' DWO. BY MR Z. JOB #: 12 -2013 2 of 3 BUILDING CONTINUES 4 BUILDING CONTINUES NOTE 1: WINDOW FRAM33SWILLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIM NOTICE OF ACCEPTANCE-REM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLN.OA DESIGN PR833UItM AND SZBAREPART OF THIS PERMIT. ALL OTHER OPEPIINGS ARHNOTPART OF THIS PERMIT. NOTE 3: THE MAIN W11-M FORCE RESISTING SYSTEM OF THE SMUCTURE(LE: BEAMS.COLUMNSNALLSYRAMINONC5 SHALL BE DESGNED TO WTTILSTAND THELOADS POSEDBYTMOLAZAIG. NO CALCULATIONS HAVE BEH{IPERFORMED TO VERIFY TIM ADEQUACY. STRUCTURAL BNHANCEMHNT8/ ALTERATIONS OF EXISTING OPHNINOSARE BEYOND THE SCOPEOF THIS PROJECT AND. IF NECESARY, SHALLBEDONEBY OTHERS. NOTE4: ALL EGRESS WINDOWS SHAT L HAVE A SILL HHI GBTNOTTO EXCEED 44'ABOVBTEBFIIDSIEIDFIAOR NOTES! ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36• ABOVE THBFRNIBBED FLOOR, UNLESS A CODE APPROVEDPROTECITVE BARRIBRISPROVIDED. NOTE 6: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION . LEFT ELEVATION ' 37•X SO-SW (XO) HR 710• ALUMINUMHORIZONTAL SLIDING WII DOW -LML N.OA:11- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5/16° LAMINATED IMPACT RESISTANT GLASS HXTERIORLITE: IM ANN. GLASS 090 DUPONT BUTAaTH OR SAFLEX KI38PSAF8 MAXIML)MIAITERLAYER INTERIOR LITE: 38° ANN. GLASS 74'x50 -5/8' (XO ) • H&710' ALUMINUM HORIZONTAL SLIDING VONDOW LML N.OA:11- 1114.04 ZONE 4: +51.8 -562 GLAZING: 5/16' LAMINATED WACT RESISTANT GLASS BXTBRFORLITE:18' ANN. GLASS 090 DUPONT BUTACITE OR SAF= RII;PBAm MAXIMUM1NTERLAYER INTHRIORLITE: IW ANN. GLASS BUILDING CONTINUES 1� BUILDING Ay 19 -1/8• x 38.3/x° (X) CONTINUES ALUMINUM CASffiNiVT WIIOw -LMI N.OA: M1219.09 ,® ® b ZONE 4: +51.8 - 56.2 GLAZING: 5/16• LAMINATED IMPACT RESISTANT GLASS EXTHRIORLITE:1/91 ANN.GLASS INIMOR DUPONT BUTACITE : IW ANN. �./ O flMOI NU CONTINUES FRONT ' 53-18' x 5058' (XO ) ' Mt-71 W ALUMINUM HORIZONTAL SLIDING WBNDOW LML N.OA: I1- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS HXTHRIORLITE: IB' ANN. GLASS 090 DUPONT BUTACITB OR SAFLBX REEPSAFE MAXIMUMINTBRLAYBR INTERIORLITE:IB'ANN. GLASS 1 BUILDING NTINUM 1 RIGHT ELEVATION ° 37' X 50.5/8° (XO ) ° HR•710" ALUMINUM HORIZONTAL SLIDING WNIDOW -LALL N.OA: I1- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE:18' ANN. GLASS 090 DUPONT BUTACITE OR SAFL C KERPSAFE MAX@4UMINTBRIAYER INTERIOR LITE: IB' ANN. GLASS 74' X 50518' (XO ) ' ER 710' ALUMI NUMHORIZ MAL SLIDING VANDOW -L.ML N.OA:11- 1114.04 ZONE 4: +51.8 -56.2 GLAZING: 5/16° LAMINATED IMPACT RESISTANT GLASS EXTBRIORLITB:1/8' ANN. GLASS .090 DUPONT JIMA=OR SARM KBBPSAFB MAXIMUMINTBRLAYER INTERIORLITH: 118' ANN. GLASS ELEVATION '.° 37° X 50.518' (AO) . HR*710" ALUM=MM HORIZONTAL SLIDING WINDOW LM2 N.OA:11- 1114.04 TONE 4: +51.8 -562 GLAZING: 5/16' LAMINATED DAPACT RESSTANT GLASS HXTERIORLITM W ANN. GLASS 090 DUPONT BUTACITE OR SAFI= KBEPSAFE MAxo"INTSRLAYBR. BNTEl2IORLTTE:118• ANN. GLASS r . s BUILDING CONTINUES 4 BUILDING CONTINUES NOTE 1: WINDOW FRAM33SWILLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIM NOTICE OF ACCEPTANCE-REM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLN.OA DESIGN PR833UItM AND SZBAREPART OF THIS PERMIT. ALL OTHER OPEPIINGS ARHNOTPART OF THIS PERMIT. NOTE 3: THE MAIN W11-M FORCE RESISTING SYSTEM OF THE SMUCTURE(LE: BEAMS.COLUMNSNALLSYRAMINONC5 SHALL BE DESGNED TO WTTILSTAND THELOADS POSEDBYTMOLAZAIG. NO CALCULATIONS HAVE BEH{IPERFORMED TO VERIFY TIM ADEQUACY. STRUCTURAL BNHANCEMHNT8/ ALTERATIONS OF EXISTING OPHNINOSARE BEYOND THE SCOPEOF THIS PROJECT AND. IF NECESARY, SHALLBEDONEBY OTHERS. NOTE4: ALL EGRESS WINDOWS SHAT L HAVE A SILL HHI GBTNOTTO EXCEED 44'ABOVBTEBFIIDSIEIDFIAOR NOTES! ALL WINDOWS SHALL NOT HAVE A SILL HEIGHT LESS THAN 36• ABOVE THBFRNIBBED FLOOR, UNLESS A CODE APPROVEDPROTECITVE BARRIBRISPROVIDED. NOTE 6: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION . LEFT ELEVATION ' 37•X SO-SW (XO) HR 710• ALUMINUMHORIZONTAL SLIDING WII DOW -LML N.OA:11- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5/16° LAMINATED IMPACT RESISTANT GLASS HXTERIORLITE: IM ANN. GLASS 090 DUPONT BUTAaTH OR SAFLEX KI38PSAF8 MAXIML)MIAITERLAYER INTERIOR LITE: 38° ANN. GLASS 74'x50 -5/8' (XO ) • H&710' ALUMINUM HORIZONTAL SLIDING VONDOW LML N.OA:11- 1114.04 ZONE 4: +51.8 -562 GLAZING: 5/16' LAMINATED WACT RESISTANT GLASS BXTBRFORLITE:18' ANN. GLASS 090 DUPONT BUTACITE OR SAF= RII;PBAm MAXIMUM1NTERLAYER INTHRIORLITE: IW ANN. GLASS BUILDING CONTINUES 1� BUILDING Ay 19 -1/8• x 38.3/x° (X) CONTINUES ALUMINUM CASffiNiVT WIIOw -LMI N.OA: M1219.09 ,® ® b ZONE 4: +51.8 - 56.2 GLAZING: 5/16• LAMINATED IMPACT RESISTANT GLASS EXTHRIORLITE:1/91 ANN.GLASS INIMOR DUPONT BUTACITE : IW ANN. �./ O flMOI NU CONTINUES FRONT ' 53-18' x 5058' (XO ) ' Mt-71 W ALUMINUM HORIZONTAL SLIDING WBNDOW LML N.OA: I1- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS HXTHRIORLITE: IB' ANN. GLASS 090 DUPONT BUTACITB OR SAFLBX REEPSAFE MAXIMUMINTBRLAYBR INTERIORLITE:IB'ANN. GLASS 1 BUILDING NTINUM 1 RIGHT ELEVATION ° 37' X 50.5/8° (XO ) ° HR•710" ALUMINUM HORIZONTAL SLIDING WNIDOW -LALL N.OA: I1- 1114.04 ZONE 5: +51.8 -69.4 GLAZING: 5116' LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE:18' ANN. GLASS 090 DUPONT BUTACITE OR SAFL C KERPSAFE MAX@4UMINTBRIAYER INTERIOR LITE: IB' ANN. GLASS 74' X 50518' (XO ) ' ER 710' ALUMI NUMHORIZ MAL SLIDING VANDOW -L.ML N.OA:11- 1114.04 ZONE 4: +51.8 -56.2 GLAZING: 5/16° LAMINATED IMPACT RESISTANT GLASS EXTBRIORLITB:1/8' ANN. GLASS .090 DUPONT JIMA=OR SARM KBBPSAFB MAXIMUMINTBRLAYER INTERIORLITH: 118' ANN. GLASS ELEVATION '.° 37° X 50.518' (AO) . HR*710" ALUM=MM HORIZONTAL SLIDING WINDOW LM2 N.OA:11- 1114.04 TONE 4: +51.8 -562 GLAZING: 5/16' LAMINATED DAPACT RESSTANT GLASS HXTERIORLITM W ANN. GLASS 090 DUPONT BUTACITE OR SAFI= KBEPSAFE MAxo"INTSRLAYBR. BNTEl2IORLTTE:118• ANN. GLASS 1 ac N y �x %0 ac a DATE: 12/06113 SCALE: 3/16"= 11 DWG. BY: N RZ. JOB #: 12 -2013 3 Of 3 a � n 54 Ile le w °QT, ATF F t; 1 ac N y �x %0 ac a DATE: 12/06113 SCALE: 3/16"= 11 DWG. BY: N RZ. JOB #: 12 -2013 3 Of 3