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WS-14-1486Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219170 Scheduled Inspection Date: September 11, 2014 Inspector: Rodriguez, Jorge Owner: PECK, STEPHEN Job Address: 173 NE 107 Street Miami Shores, FL Project: <NONE> Permit Number: WS -7-14-1486 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)801-4427 Parcel Number 1121360070310 Contractor: YAMILL GLASS & WINDOW INC Phone: (305)253-5211 isuuming uepanment comments REPLACING 11 WINDOWS WITH IMPACT RESISTANT Infractto Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-215686. Windows ok. Pending Eng. letter Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 10, 2014 For Inspections please call: (305)762-4949 Page 18 of 31 Job: Impact Window Installation at: 173 N.E. 107th Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows -4 Min. 3.5 ksi, Concrete 4 a a•4 2x Wood Buck ( 1 1/2" actual)' 1/4- ELCO Tapcons a 1 112n Min. a4 �4 ° 4• Concrete A ° .� Embedment ,. Typical 2x Wood Buck Where required 1. Anchor spacing for buck attachment to substrate shall be at 5' O.C. (max.) from corners and 10" O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge is 3'. �il • 4�1T� OF •�y,u ':.Dw "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. I I2TN STREET, MIAMI, FloRidA 33 176 TEL (786) 242-1720 - Fax: (786) 242.4399 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1-13 M F_ I C .I S f JUL 11 2014 BY., FBC 20 10 Permit No. ®® ��_�n Master Permit No ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I a 15L 0C3 0 3( 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 5�' � � ��' � � Phone#: Address: ' 000 'Ve yt j i � IA) 13 LA City: H i State: L Zip: �� I TenandUssee Name: Email: CONTRACTOR: Company Name: 1(t.,r Lt S 0 Q) Phone#: 3 C5 b 91 Address: 4SOG Sia.) -75 fi�v e City: State: Zip: Qualifier Name: 4 (o 0 e' ,r r t -f C Phone#: State Certification or Registration #: 916 S G 0 3 2 ti Certificate of Competency #: Contact Phone#:.0S S,� 3-13I Email Address: DESIGNER: Architect/Engineer: 0-3 Valve of Work for this Permit: $ MD ^ Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew ORepair/Replace ODemolition rt—....:,a;..,...c w..,.v. Color thru tile: Submittal Fee $ 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 $.2� o `Z 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 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 ab e e f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' Owner or Agent 4A The foregoing instrument was acknowledged before me this L� day of J UYt e. , 201`f -,by Sfl- 1 T -ck- , who is personally known to me or who has produced --E FJW-'7P-69-AW-0As roducedFFJW_'7P_69-A1-0As identification and who did take an oath. NOTARY PUBLIC: Sign: C Print: 05c�- ]L Q a--c� os My Commission Expires: WUL PALA= * * W COW16M i FF 049177 EXPIRES: Dem 28.2017 �'kr��.°`dTtrui�etNobrYSe�vices APPROVED BY 14J? J \.VILLL (�jRl/l The foregoo g instrument was acknowledged before me this �� day of .i ) V1'e , 20 t-� by g oi.>J (ou PX r eXD who i rsonally kno 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 PUBLIC: Sign: Print: R 0.5fs, Z �GL a ei o✓ My Commission Expires,0!.• Z*% fOSALPALA= *�+,e* WCMUSSt0 #FF049177 EXPIRES: D 28, 2017 ��,��0`Bll�aBra�altla�y8avkes Zoning Clerk Detail by Entity Name etail by Entity Name LIVE OAK, LLC ment Number IN Number Filed L14000076377 NONE 05/05/2014 FL ACTIVE 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 1000 VENETIAN WAY UNIT #1304 MIAMI, FL 33139 'ECK, STEPHEN G 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 ame & Address AMGR 'ECK, STEPHEN G 000 VENETIAN WAY UNIT #1304 IIAMI, FL 33139 REENMAN, DAVID )11 N. BAYSHORE DR. #3 IAMI, FL 33137 No Annual Reports Filed Page 1 of 2 http:Hsearch.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail/EntityName/flal-11... , 6/17/2014 JUL 112014 B WIND CALCULATIONS INSTALLER: YAMILL GLASS & WINDOWS 4806 S.W. 75TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 826-2121 a PROJECT: IMPACT WINDOW DOOR INSTALLATION AT: 173 N.E. 107TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY Ore S� 0A T ��0 ANO G •�� PREPAR LOS 4-p , P.E. S. UFk' INQE'R• :78 "YOUR "YOUR ON-CALL EA -1, G COMPANY" u66'a,ai 9 9420 S.W. 112Ti STREET, MIAMI, FtORidA 33176 TEL (786) 242-1720 - FAx: (786) 242-4399 STRUCTURAL ENCINEERINC CONSULTANTS, INC 9420 S.W. 112TH STREET MIAMI, FLORIDA 3 3 1 7 6 TEL "786) 242.1 720 • FAX � 78b' 242.1 399 a� o v�, e h_ a co25Co • 0, = 0, o0 Z5 (o (0, 05") PROJECT L� N 6 L SHEET NO. 2— OF DATE :3-UMC—Z_.'}� DESIGN CALCULATIONS Coos" A5cE :4 -10 V41 ND vEL.oc rr = t,f,?o ARE C yo� = G r--. s K 091%,"y 00 VEtoo r, PRE55. � �Rwn 'txt8� 30.3- I • Rcnf sUoQt -� 3 / � � • 6LID.-,"ley �a'7 NAA-RoWES-r DIM • rnAN Roo-fr K IG M -r (}) ) :.12 -(0'► • A (CoANGA D1S'MNGE fogE 5� o�=0.4 xMZ1-6%)= 51-0 a -t— o,: 0. I x52 30= sl -,q 11 yq INDC\145 *,CRr7- #REA< IG X o,Cpa �,,i t h (G4) �h� c Yet HE R;_� • �10E, ,; • PES'. G�Gp<ro • ._y No. �� • \ , R,( ?�� S •e � P.SF '3ee8C4�'�YI�� X o,Cpa �,,i t h (G4) �h� c Yet HE R;_� q S G�Gp<ro GSC-�®--1.4a 7-/�14 4.1 P.SF svc 100' �- 1 p5 F FILL. i 1 City of Miami Shores Building Department Miami -Dade County, Florida Contractor: Yamill Glass & Windows Job: Window Installation at: 173 N.E. 107 Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: June 27, 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): 51.1 psf 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- 0" 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: * Building Category: II * Exposure Category: C * Building Mean Roof Height: 12'-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 Consultants, Inc. If you sho contact , a to have any questions or concerns regarding this or any other matter, please do not hesitate to CONSULTANTS, INC. (E.B.#: 007781) 6/7/:14 rte. Engineer 4844" "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112TIi STREET, MIAMI, F OWA 3 3 1 76 TEI: (786) 242.1720 - Fax: (786) 242-4399 JUL 112014 IN1�AI�laI D :. ),F ,FLORIDA IMMD t---_ _ RO TOL CTION DEPARTMENT OF PERMI , RORMEPN D RIPGULATORY S uom 2D8 AFFAIRS (PERA) , F 175-2474 BOARD AND CODE ADMINISTRATION DIVISION 1 F 313-2599 NOTICE OF ACCEPTANCE (NUA) i d ov 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 constructian. 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. P$RA 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. APPROVAL DOCUMENT: Drawing No. 4127-10;titldd""Mum: F[di zontal 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., 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. L-MEL.ING: Each unit shall bear a permanerit•'iaftl f i rens=dame 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 a*piration 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. 114630.02 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. 41•DADE CCUNiTY `�I' "' 1 • 2 S Ito Expiration Date December 21, _620fO Approval Date: February 16, 2012 Page 1 PGT Inda-94des. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-100 titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram . of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced. Entry Test, Type "C" sliding window, Grade 10, per FBC 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-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA 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. (Submitied under NOA No. 06=-0405.06) Jaime D. Gasco 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., Inca 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 61G1527.001.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) CY4� �-- Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submided under NOA No. 46-0405.06) 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.M Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 E-3 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. SMO" LAMI CONSISTING OF (2) LITE$ OF 1/S' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 61¢" LAM[ CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5118' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH AN .0W DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7116' LAW CONSISTING OF (2) LITES OF SMS' ANNEALED GLASS WITH AN .Ott DUPONT BUTACITE OR SAFLEKIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718' LAMI CONSISTING OF (1) LITE OF 3MW ANNEALED GLASS AND (1) LTTE OF 3M8' HEAT STRENGTHENED GLASS WITH AN .010 DUPONT BUTACITE OR SAFLUAGE'SAFE MAXIMUM PVS INTERLAYER. F. 7118' LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX%.EEPSAFE MAXIMUM PVB INTERLAYER. G.13(16' LAMI IG: (1) LITE OF 1B' OR 3116' ANNEALED (MIN.) GLASS, 5/16' OR 30 AIR SPACE AND 6118' LAM1 CONSISTING OF (2) LITES OF 1/6' ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEXIKEEPS4FE MAXIMUM PVB INTERLAYER H.13/16' LAM[ IG: (1) LITE OF 1/8.OR 3/16' ANNEALED (MIN.) GLASS, 6/18' OR 3/8" AIR SPAM AND SM6' LAW CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LTTE OF 118' HEAT STRENGTHENED GLASS WITH A .08D DUPONT BUTACITE OR SAFLEXq(EEPSAFE MAXIMUM PVB INTERLAYER 1.13118' LAML Kk (1) LTTE OF 118" OR 3116' ANNEALED (MIN.) GLASS, 6118' OR 318" AIR SPACE AND 6118" LAMI CONSISTING OF (2) LITER OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J. 13M6' LAM[ IG: (1) LITE OF 118" OR 3/16 ANNEALED (MIN.).GLASS. 3/18' OR 114" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXVKEEPSAFE MAXIMUM PVB INTERLAYER V.13M8" LAMI IG: (1) LITE OF UB' OR 3116' ANNEALED (MIN.) GLASS, 3MW OR 114" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L.13(16' LAMI IG: (1) LITE OF 116' OR 3118' ANNEALED (MIN.) GLASS, 3116" OR 114' AIR SPACE AND 7M8" LAMI CONSISTING OF (2) LITES OF 3M8' HEAT STRENGTHENED GLASS WITH AN .IOD DUPONT BUTACITE OR SAFLEX4MEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: O_X XO. XOX S. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-01. & POSITIVE DESIGN LOAM BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. - 7. REFERENCES: TEST REPORTS FRAVA M4859 AND FR46330. ELCO TEXTRON NOA: 04-0721.01, 03.0226.05 ANSVAF&PA NDS-2WS FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. 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. NdCObt�, PL 34274 1Rrm BeKaf Imlo I NMI I a 11 1 4127-10 NOA DRAWING MAP SHEET GENERAL NOTES.........»..1 GLAZING DETAILS-..—.-. 2 DESIGN PRESSURES....... 3 4 VERT. SECTIONS .»»........ 6 HORIZ. SECTIONS___ 5 PARTS LIST»...»..»..»_...... 6 EXTRUSIONS.---_.. 7 CORNER DETAIL.....-.... 6 ANCHORAGE.....»...»...._.. 6-11 LYNN Af, N0.68706 OF i'.C� '•.. FLtsMQP.•' C7 `� A. LYNN CER PA P.E9 887 C 1P!' NOM. GLASS BITE r60,61,62 118 ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER V8' ANNEALED OR HEAT STRENGTHENED GLASS 6118 NOM. 5/16° LAMINATED GLASS 'STRENGTHENED GLASS R PVB INTERLAYER STRENGTHENED GLASS OR TEMPERED GLASS QD 13/16° LAMI IG GLASS W/ 5/16" LAMI 12' NOM. GLASS BITE C] EXTERIOR INTERIOR [!� (ALL SECTIONS) 3/18 ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3118 ANNEALED OR HEAT STRENGTHENED GLASS 7M8 LAMU4ATED 7116° LAMINATED GLASS 112° NOM. GLASS BITE 72,73,74,75,76,77 l®3N6' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 3h8 ANNEALED OR HEAT STRENGTHENED GLASS 7118 LAMINATED 3118" OR 114" AIR SPACE 118' or 3118 ANNEALED OR TEMPERED GLASS Qp r--13116'NOX 13/16" LAW IG GLASS W/ 7/160 LAMI QD 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. NOKOMIS.83478 P.O. BfNC 18� NOKOMIS, PL34Z74 mvio I Fug 1 2 d 11 1 . 4127.10 -1� o\yLYNN m, .•JpENSF.' •.'P iii �c 140.56705 10 0 Pro um XO) WII VY 10 1 UP' rup: XO) WII w TO E TO E OXi WIQ W s UPI GLAI A. 5/1 8.5/1 C. 511 D. 7/1 E. 7/1 F. 7/1 mFwl 9Fic 110' MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1141/2-1/4) 33 9118" MAX. 33 9118" MAX DLO FIXED c i i DLO VENT I'A 1 1 / MAXM/ DLO ALL FD(ED LITS ITE3 X C ■ 73" MAX. WIDTH I.F. FRAME -- —+� 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO 83" MAX t FLANGE A FRAME ALL �. CONFIG. MAX. DLO ALL VENTS Bi MAX I.F. FRAME ALL C ONFIG. ro TECHNOMW omm PA. BQX 1lC19 Nacoms, � 34Yr4 'r 85 7118' MAX. WIDTH I.F. 7MW MAX WIDTH FLANGE FRAME DETAIL C - XOX (113-1/3-1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL FRAME PRODWrItIlymm � t9ewdU� Flodds 13 FLANGE FRAME \\\0 a.� LYNN ly ��i�i VIEW D-Dk (FRAME CORNER CONSTRUCTION) *' No: 58705 ,EVATlOAAS BMW HOWOMAAL ROLLER W/NDOW IMPACT ";,;9/ ��P 7 tm 4 a Ji 4727--70 ressm Max I I HEIGHT FLANGE FRAME MAX. 1�1` I�;IIl7;i ---i I- - MAX. FD-= DLO --4 I- - MAX. VVIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FD&D DLO ---.4 1 --MAX VENT DLO +' MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A=A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VE141' DLO U � 10 __.._._-.► III IIIII I lull I� 10 SECTION C -C 42 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) ,.�•oN�.�,MN Mui.,,,, s '•. it s ' * No. 68705 ; altk SPO •'. SlA CF •••• P.•� .�,.� iF �'�SS�dNA� �• 7 «4 A L P e s� P� J..L 117/11 B NOCNANQE771T . ,WOTECIIN'OL06YORNH .NOKOM�.FL34276 vO Bgxtem FL37274 �, -�- SECTIONS i4 ALUM. HORIZONTAL ROLLER WINDOW IMPACT JJ% 1 D NOC7JAAmE FJG 4H8/G/ C ADOQVTEOIPN FNf ITA7 42aAlD V!£1Ne2 PicNOKo�w, Basmr esrMaro aerc n1r n*umw sm � Haff S e 11 4127-10 E 14 1 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225-1 1235 1096 1016 4126 )R MAINFRAME SILL tUAD FN. SMS )APTOR MNORAIL X .230, FIN SEAL 8c BOTTOM RAIL X 270 BACK. FIN SFA: FIN SEAL FIN SEAL .187 X 275 U8' krL 4140 LF. FR DISCR1PMON I MAIL 4141 I.F. FR r402 66 GlA 13/16'IAMIIO•U8"A 3/8°AIRSPAC$5/16°IAMI 1/S°A .090P GLAZI •T5 AL 1224 VINYL 13/16' LAW 10.1/8°A 1225 VINY1. 4039 B GLA23 54 4044 B GLAD 55 4222 A GLAZI % 985 C CLAM 59 4067GLAZI T6 AL 64131 60 GLASS 5116° LAMI 61 ° 5/16' LAMI 62 ° 5/16' LAMI ° 7/16° LAMl 163 64 At ° 7/16° LAMI 'Ill G° T A. )R MAINFRAME SILL tUAD FN. SMS )APTOR MNORAIL X .230, FIN SEAL 8c BOTTOM RAIL X 270 BACK. FIN SFA: FIN SEAL FIN SEAL .187 X 275 U8' krL PGT# rMIDWGNIREVI DISCR1PMON I MAIL PGIW -TEAL 61=* 66 GlA 13/16'IAMIIO•U8"A 3/8°AIRSPAC$5/16°IAMI 1/S°A .090P l/VA •T5 AL 612244 67 1 13/16' LAW 10.1/8°A W.1 318° AIR SPACA 5/16° LAMI (1/8,A..090 M 1/8° 7934AA 68 13116' LAMI IGIIVA (NM.l 318" AIR SFACF, 5116° LAMI (1/8'M.090 1/8° p T5 AL 69 13116' lAMl lG3J16'A IN. 5/16° AIR SPA 5/16' LAMI 1/8'A .090 1/8°A •T6 AL 64136 70 13/16° LAMI I0.NWA IN 5/16' AIR SPACK 5116' LAMI 1/8" .090M VVIM T6AL 64137 71 13/16°IAMIIO.3/16°A 5/16°AIlLSPACF,5/16'LAbU 1/8°HS,.090 U8°HR T6 AL 64131 72 ' 13fl6- LAMI IGU8"A IN. 1/4' AIR SPACR 7/16° LAMI 16°A,.090 3/16°A 'PROP. 7129873 ° 13116° LAM]1G11VA IN. 1/4° AIR SPACF,7/16" LAMI /160A,.090 3/16"H 7PAD1626 74 " 13/16"LAMI IG•118"A IN. 1/4°AIR SPAC147/16° LAMI 16°HS,.090PNB,Y16° TEAL 612225 75 13/16° LAWIG3/16"A (MR4.1 YWAIRSPAM7/16°IAMI 16°A,.090 PVB, 31160A 74134W/K 76 13/16° LAICIG•3/16'A . 3/16F AIRSPACA 7/16° LAW 3/16°A,.090PVB,3/16" 77 13116" lAMIIG•3/16'A W. 3/16" AIRSPA 7/16"LAMI 16"HS .090PVB, 3116" 781 A 90 1014 SCRIEI FRAME(li(ML & VSR.) 3105-H14 AL 6063-T5AL 641100 91 1630 ISCREMODRNHRKEYWAUNGS POLWROP. 063HD-T6 AL 64054A 92 1631 SCREINCORNERXEYWOUTRIMS POL)TROP. 640660 93 1073 SCREEN SPRING ST.ST.. 6063-TSAL 612240 94 1624 SCREFNSPLINE-.135 DIA. FOAM FM PVC 616836 95 1635 SCREEN SPEWS -.135 DIA. HARD EM PVC 4211= 96 SCRI?gAI CLOTH BRASS 7BRWHL2 POLYPROP. 441M 063HS-T6 AL 64006 2710 67S16G DIBCAST 71096 7858 6063-T5 AL 64126 2� 616830 4L= 67070K [.062 74078"C" LORR 6V63 -T6 Al; 64139 41 I.F. FRAME HEAD 6063-T6 AL 64140 6063-T6 AL 64141 94139,6063 -TO ALENT 6TP247W 6TP248K 2.784 a9 ° ftWa 6063 -TS AL 64039D awmam b 6063-T5 AL 644703 3.162 6063-T5 AL b4222 6063-T5 AL 6985 •0a2 6063-T5 AL 64067 1.9ZE O I.F. FRAME JAMB #4141, ONS -TO `�� ONY LYNN .710 _ N0.58705 42 I.F. FRAME SILL = a'W _ #4140,6003-T6 "'� 2- : _�` T PARTS LJ.^rT Q •. ST^AT•� OF 107NOKO NWAOY M _ �'�� '• FlOR10P. Gi�`�: Na�aawa ALUM HOR7ONTAL ROLLER WINDOW IMPACT ��'�`r`SIONAL ��• N a �saaia t�6rb/p Beam � MS B d 9 1 4127-10 E a � Aa mm .082 1 73 1 73 L2'710—+•� O FLANGE FRAME HEAD #4102A,0063 -T8 .A n -Iln-•-.oma AD T—i+-mr,*-►i O SASH STOP #WM, 6083 -TS .002 1.83 t� �•349"I 21 SASH TOP & BOTTOM RAIL #4133.6063 -TS 060 7 GLAZING BEAD 6/16" J #40448,883 -TS (USED W/ GRILL KIT) 2.770-�I O FLANGE FRAME SILL #4138,8083 -TO .081 .48 SO HORIZ. ROLLER TRACK 04131,6063 -TO 2J 79 .082 F•�-- °( , ,I 7 1A81 32 SASH MTG. RAIL #4006D, 8083H&TO E 075-0-1 1.006 ►IT O GLAZING BEAD 7/16" #4222A, W03•TS –�{ 1.187 k— O FRAME SILL ADAPTER #4137, 8W3 -T8 PG 1.'(87 .082 17 FIXED MEETING RAIL #40548,60831 -ID -TO 2. 37 SASH SIDE RAIL 04120, 8081 T6 -I .050 -JL - .878 1.118-rte—moi O GLAZING BEAD, 7/1 5" #WWI 808378 (USED W/ GRILL KI ) M TECHNOLOGY DPNE NMOM. FL3 aM x0.8! Ism NONOAUB, FLa4a'14 SASH STOP COVER #4063,6063 -TS rI---2.784-1 1.383 082 13 FLANGE FRAME JAMB #4002A,6063 -TO VL 878 1.098- 1 T O GLAZING BEAIJ. 6116" #40398,8083-T6 ""I.05D 69 GLAZING BEAD. 131160 #4007, 60WT6 ZONTAL ROLLER WINDOW, IMPACT' ;W 7 0 11 ��4127--10 E exawcrlumsaD ft Fimida N° 04; x.1111111!/4 LYNN Midi *' Na 88705 UAVI >0,�� .•..�oaHOP. � G.Z.. A LYNN i 6.1 P.E. ANCHOR QUANTITIES, XOX (114.112-1/4) WINDOWS TABLE4 NOTES: GLASS TYPES &S Q, G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2, CONC 1, C81C 2,3, WOODICONG1, C DNC 1-1f4' ELCO TAPCONS 2 -114" ELCOSS4CRE E -FLEX 3-#12STEELSCREWS(G6) 8SUBSTRAT2 ZONES ZONES �DNES ZDNES I 2. GLASS TYPES FOR. INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD 8, SILL HEAD & SILL HEAD& SILL HEAD& SILL HEAD&SOL A. SMSLAMI - (118°A„090, lf8' A)FT, GLA3.S TYPES G - L SHALL HAVE A v ., S. 6116' LAMI - (118'A„CG0,1f' HS) TEMPERED I.O. YP SS CAP. BOTH THE DP AND 63.125*38.376 1+8+1+C2+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 21+8+1+C2+1 2 1+42+1+C2+1 2 C. 6M6' LAMI - (US' H8,.09.3MI A)) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7118° LAMI - (3118°A,.Os�, 3118°k)48.000 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C2+1+C2+1 3 1+0.1+1+(2+1 3 1+t2+1+C2+1 3 E.7118'LAMI-(3118'A,=,3M8'HS) 80.6 1+8+1+C2+1 3 1+(2+1+C2+1 3 1 1+(2+1+(2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 1+t2+1+C2+1 3 F 7118'LAMI -(3118'HS„090,3/1('HS) G.13M8' LAMI IG -1B' OR 3f18' A (MIN.). 6118' OR 318- SPACE, SM8' LAW - (116- A,.090,1l8' A) 54.000 1+C2+1+(2+1 3 1+8+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 H.13M8' LAMI IG -118' OR 3/18' A (MIN.), 8118' OR 3f8' SPACE, 6118” LAW - (1f8' &.091), 118' HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+(2+1+(2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+19 1+(2►1+(2+1 3 1. 13/18' LAMI IG -1f8' OR 3116' A (MIN.), 6118' OR 3f8' SPACE, 6118' LAMI - (11S° HS„090,118' HS) J. 13118- LAMI IG - U8' OR 3f18' A (MIN.), 3fl(r OR 114' SPACE, MW LAMI - (3M('A„090, 3118' A) 63.000 1+C2+1+C2+1 3 1+C2+1+8+1 3 1+(2+1+C2+1 3 1+(2+1+(2+1 3 1+42+1+(2+1 3 1+C3+1+cs+1 3 K.13f18' LAM[ IG -118' OR 3116' A (MIN.}, 3116' OR IW SPACE, 7118' LAM[ - (3118' A„090, 3118' HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+8+1 2 1+C2+1+(2+1 2 1+C2+2+(2+1 2 L 13116' LAMI IG -118' OR 3118' A (MIN.), 3118” OR lAr SPACE, 7118' LAM[ - (3M8' HS„080, 311(r HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+(2+1 3 1+t2+2K2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 0.825 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+8+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C1+1+(2+1 3 1+(2+2+(2+1 3 HEAD & SILL: 10111' MAX. ON EACH SIDE OF MEETING RAIL CENTERLJNE. 8CL000 1+C2+1+C2+1 3 1+8+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C3+2+C3+1 3 253W MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 22 V2' MAX O.C. S3AW 1+(2+1+C2+1 3 1+8+1+C2+1 3 1+C2+1+C2+1 3 1+8+1+C2+1 3 1+C2+1+8+1 3 1+(3+2+(2+1 3 TABLE KEY.• 74.=x35.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+42+2+(2+1 2 1+C2+2+(2+1 2 1+C2+2+{2+1 2 0 iS 4&000 1+CZ+2+C2+1 3 1+01+1+8+1 3 1+(2+2+02+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1' 3 OR QUANTITY PER JAMB 50.E 1+C2+2+C2+1 3 1+02+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+L2+2+C2+/ 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+02+2+02+1 3 9+02+1+8+1 3 1+02+2+(2+1 3 1+(2+2+42+1 3 1+(2+2+(2+1 3 1+03+2+(3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 0.000 1+02+2+CZ+1 3 1+(2+14(2+1 3 1+(2+2+0241 3 1+(2+2+02+1 3 1+(2+2+(2+1 3 1+(2+2+qAT EACH MEETING RAIL PLUS (1)+1 3 ANCHOR AT EACH OPERABLE VENT 83.000 1+C2+•2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+(2+1 3 1+C3+2+C30 3 PLUS (4) ANCHORS AT FDCED SECTION. 84.000 z 38.375 1+8+2+42+1 2 1+C2+2+C2+1 2 1+8+2+(2+1 2 1+C2+2+C2+1 2 1+8+2+(2+1 2 1+0.1+3+(2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1+C2+2+8+1 3 1+(2+2+C2+1 3 1+C2+2+G2+1 3 1+(2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+3+C 3+1 3 (3- MIN. O.C. ANCHOR SPACING) 50.825 1+C2+2+C2+1 3 1+8+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 64.000 1+(2+2+(2+1 3 1+C2+2+C2+1 3 1+8+2+8+1 3 1+02+2+(2+1 3 1+(2+2+8+1 3 1+C4+3+C4+1 3 25 3/4' rrmx. 80.000 1+02+2+(2+1 3 1+(2+2+(2+1 3 1+03+2+(3+1 3 1+0+2+C3+1 3 1+(2+2+02+1 3 1+04+3+04+1 3 �i.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+CS+1 3 1+C3+2+C3+1 3 1+(2+2+(2+1 3.1+04+8+04+1 3 ir� X Q X 108.375x38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+ 2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUt7,RGVtsw 48.000 1+(2+3+C2+1 3 1+02+2+C2+1 3 1+C3+3H:3+1 3 1+C3+3+C3+1 3 1+8+3+02+1 3 1+C2+4+C3+1 3 MTO. RAIL TYP. as 00�Buddhagw86 &° FLwide bO e25 i+(2+3+(2+1 3 1+C2+2+02+1 8 1+03+3+03+1 3 1+C3+3H2+1 3 1+C3+3+C3+1 3 1+CW+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS No 54.000 1+CS+3+C3H 3 1+8+2+(2+1 3 1+CS+3+C3+1 3 1+CS+3+C2+1 3 1+C2+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 80.000 1+C3+3+05+1 3 1+C2+2+(2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+C2+3+CS+1 3 1+04+4+04+1 3 ,�q{� �p/q,� 83.000 1+C3+3+C3+9 3 1+02+2+(2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 411+04+3+C4+1 3 1+0B+4+C8+1 3 26 3f4- MAX 111.000x 3&376 1+C2+3+C2+1 2 1+C2+2+C2+9 2 1+C2+3+(2+1 2 1+C2+3+C2+1 3 1+(2+3+(2+1 2 1+(2+4+(2+1 2 1lr�' 3' MM. 1/11177/ 48.000' 1+C2+3+C2+1 3 1+C2+2+0E+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 g• REF. ``�� ONY LYNN M�L'�� 50.826 1+8+3+(2+1 31+8+2+(2+1 31+(3+3+(3+1 31+t+3+C3+1 3 1+03+3+(3+1 3 1+0+4+42+1 3 X O X ` ��•'�jC.ENSF' �: 54.000 1+C3+3+C4+0 3 1+8+2+8+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 140444+04+1 3 Na. 68705 80.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 311+04+3+04+1 4 1+C3+3+C2+1 3 1+04+4+04+1 3 MTG. RAIL, TYP. — - 83:000 1+( 3+3+(3+1 3 1+8+2+8+9 3 1+04+3+Cq+1 3 1+C4+3+04+1 4 1+C4+3+CA+1 3 1+CS+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o t � M7W7/rr F lip cwmwTwarfix-r JJ: wrr o flown—EsAsw m(:nPToaere� +3 Tncors ' „�°LRO61 ANCHORAWSPACING XOX f/4f12-f/9 Fx. 4(law C SrA1E4s�CTVALLESDUE TOANCHORW.AM P.O.egxI= � ~�' ALUM. HORIZONTALROLLERWINDOW IMPACT pNAL1ti�� F J.4 N$ < Battas lOQTIO NT5 8 d 114127--10 F A. P"um PE GLASS TYPES A,B,G.H GLASS TYPES C,D.E.F.IAK, L ANCHOR TYPE 2.3, WOOD 2, CONC 1. CONC $3, WOOD 2. CON( 1. CONC & SUBSTRATE ZONES I ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD& 881III HEAD'& SILL HEAD & S81 l HEAD & 881 HEAD & SILL HEAD & SQL W v H 11 111 48.0W 80.626 54.000 60.000 45.800 1+C2+1+C2+1 3 1 1+C2+1+C2+1 311+(2+1+02+113 1+(2+1+112+1 3 1+(2+1+C2+1 3 1+(2+1+C2+1 3 50.628 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 /+C2+1+C2+1 3 84.000 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+t2+1+C2+1 3 60.000 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+(L+1 3 1+C3+1+83+1 3 83.000 1+C2+1+C 2+1 3 1+CI:+1+C2+1 3 1+C2+1+C2+1 3 I+C 2+1+CZ+1 3 1+C2+1+C2+1 3 1+C3+1+C 3+1 3 60.000x 38-375 1+C2+1+02+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C241 2 48.000 1+C2+1+02+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 '50.828 1+112+1+82+1 3 1+1:2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+82+1+(�+1 3 64.000 I+Ci2'+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+83+1+113+f 3 60.000 1+112+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+82+1 3 /+C2+1+C2+1 3 1+p+1+83+1 3 63.000 1+CZ+1+C2+1 3 1+C2+1+Cx+1 3 1+Cx+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+83+1+q+1 3 6&.0x38.376 1+C2+1+C2+1 2 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+t2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C�+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.826 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 84.010 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+C1+1 3 1+C3+1+C3+1 3 ID.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C,`2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 XMOx 38.378 1+C2+1+C2+1 2 1+C2+1+CI.+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 211+02+1+C2+1 2 1+C2+1+C2+1 2 48 -WO 1+C2+1+C2+1 3 1+C2+1+G2+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 50.628 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+p+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+113+1+83+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+02+1+C2+1,3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+12+1+C2+1 3 1+p+1+C3+1 3 84.000x 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+C2+/+C2+1 2 /+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+.1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+Ca!+1 3 1+C3+1+C3+1 3 60.625 1+C2+1+C2+1 3 1+82+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 SCOCm 1+02+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+C1+1 3 1+C3+1+C3+1 3 50.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+83+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 1+113+1+C3+1 3 113.1100 1+CS+1+p+1 3 I+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+04+1 4 88.437* 36.378 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C 2+1 2 1+C2+1+C2+1 2 48.080 1+C2+1+C2+1 3 1+C2+1+C2+1 LI+C3+I+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(3+1+(3+1 3. 80:828 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 64.000 1+112+1+(2+1 3 1+82+1+(+1 3 1+83+1+1+1 3 1+82+1+(+1 3 1+83+1+p+1 3 60.010 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+CS+1 4 1+C3+1+p+1 3 1+C4+1+84+1 4 63.800 1+p+1+C3+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 4 I 1+p+1+p+1 13 1+C4+1+84+1 4 JL IMM7111 E K00K4NC;E7H13S1/i8Er W .CR B2tl11 D 13CAPT08ETEAdPERED+3Cq"NTE ONIXt�C34M FA 0/18/87 C LMDATETABLEASSECTVAWWDUETOANCFIORCAP.AML P.O.6gxI= NOxOY08.FL34374 ,B mw FJG 22wo JA NOTES: 1. ANCHOR TYPES: 1-114" ELOO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: Op A. 6116" LAW - (118" A,W0,1fi' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5416' LAMI - (1/8' AMO. VB" HS) FT, GLASS TYPES G - L SHALL HAVE A C. SMW LAN - (1/8" HS.J K 11W HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D.711WLAN -(3/18"A,.OW,3MWA) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7118' LAM[ - (3/18' &M. 3118' HS) F. 7AW LAN - (3116' HS,080, 3/18' HS) G. 13/18" LAM- IG -1A3' OR 3/18'q (MIN.), 5116' OR 318' SPACE. 8116' LAN - (118" A,190,1/8' A) H.13t1W LAMI IG -1/" OR 3118" A (MIN.), BMW OR 31W SPACE, 5116" LAMI - (1/8' A,090,1/8" HS) I. 13/16' LAM[ IG -11W OR 3118" A (MIN.), 8116" OR 31W SPACE, 6118" LAMI - (118' HS,JW. 7AY HS) J.13/16' LAN IG • 1/8" OR 3118' A (MIN.), 3/18" OR 114' SPACE, WIW LAMI : (3/18' A.W. 311W A) K. 13!18' LAMI 10 -1/8" OR 3116' A (MIN.). 3H8' OR 114' SPACE, 7/76' LAMI - (3/18" A,09D. 3116' FIG) L 13/18' LAMI IG -1/W OR 3118' A (MIN.), 3/111 OR 1/4" SPACE, 7118" LAMI -(3110- HS, W, 3/'18' HS) 3. WINDOW ANCHOR QUANTTTIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWNG DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING WILL CENTERLINE 26 314' MAX. FROM CORNERS JAMBS: 9' MAX. FROM CORNERS AND 22 Mr MAX. O.C. TABLE KEY- X- o x ll+C3+1+CS+ll 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANWORS 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. -►{ I••�3" MIN. V REF. X O X '7- - - - RgyI= MTG. RAIL., TYP. EXAMPLE CLUSTER W/ OTYEXAMPLE CLUSTER QTY. OF (3) (SHOWN IN TABLE KEY ABOVE) t�0etffi 28 3/4' MAX. 112" TYP. I+-3"MIN. �eieet� .. LYNN e'� x O X �.`........... vce * No. 58705 MTG. RAIL. TYP. = i = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS nwotrn "O STAB F TANCHORAGE SPACING, XOX 1/3-1/3-1/3 I_ ALUM. HORIZONTAL ROLLER WINDOW IMPAC_" s a 'e NTS 9 m 11 ��4127-70 E A. L s' P.E. WCHOR QUANTITIES XO & OX WINDOWS TABLE 6 NOTES: 1 ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -114' ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6118' LAN -(1/8-A,.CG0. IVA) FOR INSTALLATION IN THE HVHZ ABOVE 30to B. 5/18" LAMI - (1/8' &.090. VB' HS) FT, GLASS TYPES G - L SHALL HAVE A C. 6/16° LAMI - (W HS X0,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND37.000 D 7/18" LAMI - (3/1W A.000, 3V1r A) ANCHOR QUANTITY REMAIN UNCHANGED,E. 7118" LAMI - (3/1W.,.090, 3M(- HS) F. 7118° LAM] - (3118' HS,.090, 311(° HS) G. 13115' LAMI IG -118° OR 3116° A (MIN.), 5/18' OR 318' SPACE, 5MW LAN -(I/r&.090, 1/8-A) H. 15/18' LAMI IG - IV OR 3M8' A (MIN.}, 6118' OR XW SPACE, 6118' LAN-(118'A,.090,1/8' HS) 1. 13118' LAMI IG -1/8' OR 3118' A (MIN.15/18' OR 31- SPACE, 5/18' LAMA - (1/4' HS,AW, lAr HS) J-1 IS- LAMI IG -1/8' OR 3118' A (MIN.). 3M8' OR 1/4' SPACE, 7118' LAN - (5/1(' A,.08O, 3118' A) K.13/'18' LAND IG - I1W OR 3118' A (MON.), 5/18' OR 114' SPACE, 7118- LAMI -(3118' A,.=, 3118-HS) L. 1311W LAMI IG -118' OR 3118' A (MIN.). 3f16- OR 1!4' SPACE, 7118' LAN - (3118' HS,.090. 5/18' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD& SILL,101/Y MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314- MAX FROM CORNERS. JAMBS: IP MAX- FROM CORNERS AND 221/T' MAX O.C. TABLE KEY: O X_ 2+p+2 3 -ANCHOR QUANTITY PER JAM18 HEAD AND SILL ANCHOR QUANTITIES A TER ER OF H ANCHORS CENENTERED ON THE. MEETING RAR PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. D.C. ANCHOR SPACING) 183/4'MAX j -►{ �--3-MIN. e-J_ � x PROD MTG. RAIL asom VI whhftPbft Build* 006 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS_ A 04 (SHOWN IN TABLE KEY ABOVE) mmfwwm"U!!�� do 8 3/4' MAX. 1 1t2' TYP. �3• A1pN, , t t I 1 t 9° REF. ``�ONY LYMA+ 4/, X ��` �,cFrveF F.p �� `: *' No. 66705 MTG60.000 �PLE CLUSTER W/ QTY. OF (4) ANCHORSaJ. - VITAIX- AAKW,0R4GESPAC/Nfs, OXANDXO WINDOWS '-\�: ar- 's'••�OR.. ALL N.HQRRONTALROLLERWINDO IMPACT '�.s��NAL�E;,`� Harm. NTS 10 a 11 u ro 4127-10 E ' A. ��s a.e ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3, WOOD 2, CONC 1, CONC2,3, WOOD 2, CONC 1, CONC ' ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE v V1 vJ a r 4tf41] -� +tl x otJ 2-7 05 -� m ¢� _� mpj+�2+ x 38.376 48.000 60.826 54.000 80.000 83.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2 1+C2+1 2 1+C2+1 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 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+133+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x. 38.376 48.000 50.625 64.000 60.000 63.000 1+132+1 2 1+132+1 2 1+132+1 2 1+132+1 2 1+132+1 2 1+132+92 1+132+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+132+1 3 1+C2+1 3 1+C3+1 3 1+132+1 3 1+C2+1 3 1+133+1 3 1+(`j' +1 3 1+132+1 3 1+133+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+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.126 x 36.376 4&000 50.626 64.000 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+C1+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+132+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+9 3 1+134+1 3 1+C3+1 4 1+133+1 3 1+C4+1 3 SO. 000 x 38.375 48.000 50.826 54.000 60.000 6.3.000 1+(;2+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+C 2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3. 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+04+2 41+C 3+1 4 1+C3+1 3 2+04+24 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 16.400 x 38.375 48.000 60.626 64.000 80.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C 242 3 1+C2+1 2 2+02+2 3 2+102+2 4 1+132+1 3 2+q+2 3 2+132+2 4 1+(2+1 3 2+03+2 3 2+03+2 4 1+C 2+1 3 2+C3+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+03+2 4 1+133+1 3 2+04+2 4 2+133+2 4 1+133+1 3 2+CA+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 4.000 x 38.375 48.0 60.625 64.000 83.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+132+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+133+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C;3+2 4 2+03+2 4 2+C2+2 3 2+133+2 4 2+C3+2 4 2+q+2 3 2+134+2 4 2+133+2 4 2+C3+2 3 2+C4+2, 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+03+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+a 4 2+C4+2 5 ranMr E aMMW d AWWfGOM7d8E700ERED +SWrNOM c aNarAmFrroAsaeFcryAta sarE7nANawxcAn JJ. 3%/m IECHMMMOME �a NOK 34278 ao.tipx,e�e IcoMs, R.3�ra .WA UAW R 8 1 x ooem> s, FJC VLArbiy 1 31C MIN. E.D. TYP. 2x WOOD BUCK, CONCRETE MIN. KSI + NOTE 3 .• NOTE 1 1x WOOD ' BUCK, NOTE 3 1/C MAX. SHIM MAX SHIM CONCRETE - I We ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 I4' MAX SHIM . 1/4 MAX SHIM I I • 7• . WOOD CONCRETE INCH NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 1/4' ELCO . TAPCONS EMBEDED 13/8' MN. OR 1/4' SS4 CRETE -FLEX EMBEDED 1314" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS I WC. FLATHEAD ANCHORS MUST BE #12 TRIMF1T HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 STEEL SCREWS (G8) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCK DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE 1148TALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. "INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1AI° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN N THESE DETAILS FOR 2x WOOD SUCK. 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. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT CAME INTO CONTACT WITH OTHER 1 114° MIN. DISSIMILAR MA, RUU.S SHALL MEET THE REQUIREMENTS OF FLORIQA BUILDING CODE. (1.8 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) CNi, ANCHOR, NOTE 2 NOTE 1 a 1314• a EXTERIOR INTERIOR •MIN. EJ) (HEAD & SILL DETAILS A, B, C, D, It H) TYP. 2x WOOD BUCK. NOTE 3 .1x WOOD BUCK, NOTE 3 -TI SEE NAILINI DETAIL E DETAIL F (JAMB DETAILS E. F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE V ANCHOR, NOTE 1 1/4' MAX SHIM •• -T NOTE 1 • II .v 13/4' MIN. ' MN. 3.4 KSr E.D. TYP. CONCRETE WOOD DETAIL C BUCK. NOTE 3 WOOD ANCHOR, NOTE 2 MAX, SHIM SEE lee 1 JNN. NAILING ::.If DETAIL D -L SECTIONS 1070 Tm"N0.00Y MIM NOKOMIS, FL 34M P.o. eqx tsm NpKOMIB.834874 V*M DETAIL G (SILL) DETAIL H (HEAD) R IA. MIN. x 212° NAIL P ERS AND W O.C. AL DETAILS G, H & I. L L- SEE NAILING DETAIL I (JAMB) :AL INTEGRAL FIN FRAME SECTIONS WCHORAGE DETAILS 4LUM. HORIZONTAL ROLLER IMNDOW IMPAC_+ ,oI H90 1 11 a 11 4127-10 E tho lRmida l..t►I Y LYNN LICENSE• • * : No. 55705 r Qom.• .'�tCM1DP.• •�� 00 a LmN MILLER RE P.E.0um w,,� JUL 112014 CITY MIAMI•DADE -----_ E COUNTY i L SECTION DEPARTMENT OF REGULATORY AND ECONOhIIC RESOURCES (RER) 2b t, Room= BOARD AND CODE ADMINISTRATION DIVISIONC 113P259 78� 315-2599 NOTICE OF ACCEPTANCE (NOA) W_WW 1amidadc.eov/econemv 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 t� � i Velocity Hurricane Zon ..he H__..... APPROVAL DOCUMENT: Drawing No. MD-CA740 LM, titled "Casement 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 LABELIlYG: 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 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 ----- 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 08108/12, 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 4'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, 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. �am W,J .0 r Manuel er Product Control ExEjo; NOA No. 12- 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 (HVH4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN W 43ORM DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP)MUSTTEMPERED. 3) FOR MASONRY APPLK AMONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMIAME COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE, ASTM 098 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL W(XO BUCKS LESS THAN 1-1fYTHICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1412'THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIWED 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 MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCOUSE ANCHORS OF SUFFICIENT EMSEDMENTAS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT L4 USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALtNGfFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFCCIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYC LE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL! CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGN® TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3343% 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) REFERENCE&TEST REPORTS FTL-7088.3579.3880, 3724: EL00 ULTRACON NOAV ELOO CRETEFLEX NOA: ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet # 1 6118' Lemi 118 An - .990' PVB - 48 An 5 2 7/161-ami(3f1SAn-.09WSGP-3n8An) 6 3 7118' LwW 18 HS -.09V SGP -MIS HS) 7 4 7/8" Laral. IG 118' An - 7/10" Atr -11811 An --.DOW PVS- 48' An) 6 6 71W L arrIL IG IV T - 7/18" Air -1/8" An -.998' PVB - 48" An 8 6 7/8' L•ml. iG 18" An -1/4" Afr- 3/16" An -.990' SGP - 3118' An) 9 7 7/8" O (3F18 An -114" Air - 3n6" HS -OW SGP - 3n(i HS 7 8 718 -LOW. R3 8"T-1/4• Air- Will" An-.090•SGP -3f1S'An) 9 r0i* Lord. IG 8" T-1/4' Afr-3/18" HIS -.09V3GP -3118• HS 7 WIV L ULUG7W CLASS STACK —" DESIGN PRESSURE RATING SACT RATING VARIES, RATEDF,ORLARGF&SMALL 1B'AtTlEAI� SEE SHEETS 8 9 MISSILE IMPACT RESISTANCE •LASs 3r WIDTH 28.47&' MAX O.C. IF WIDTH IS UNDER 33.478' (HEAD & BILL 4' MAX r B, SEE SHEET 2 Al or VISIBLE LIGHT HEIGHT (DLO) 1 GLANSTACK I I 3tte'ANNEALEDOR QIAtiB .... —tWANNEAMGLASS 38 GLASS 11 8n GLASS BITE i 1415' GLASSBITE `j (5� v 17-,Uz, GLASS TYPE 1 GLASS TYPES 2 & 3 MAX Ar Nm 7A6'Nm A, SEE O.C.�2 i AN V av�&9arAdc ene�Landa�AT� �erACK mB'uA4NAT2C TAdL G ASSSUCK /arA1tr�ALmCttAse � � aN6'AtrHeatEDa 8" MAX. VWAR NI 1re•ANNEAu TE POM I USE ANCHOR PAIR AT EACH MOM JAMS IF GLANSTACK I I 3tte'ANNEALEDOR QIAtiB .... —tWANNEAMGLASS 38 GLASS 11 8n GLASS BITE i 1415' GLASSBITE `j (5� v 17-,Uz, GLASS TYPE 1 GLASS TYPES 2 & 3 MAX Ar Nm 7A6'Nm A, SEE O.C.�2 i AN V av�&9arAdc ene�Landa�AT� �erACK mB'uA4NAT2C TAdL G ASSSUCK /arA1tr�ALmCttAse � � aN6'AtrHeatEDa 8" MAX. VWAR O.C. 1re•ANNEAu TE POM I USE ANCHOR PAIR AT EACH MOM JAMS IF 2"3 HEIGHT IS /1 28" OR OVER 3 78" HEIGHT B 14.112" MAX O.C.IF WIDTH IS 4I MAX 33.479' & OVER (HEAD & SILL) OPENI G(OLLO) - TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES_.. - 1 ELEVATION.-_ —-..-..-... 1 GLAZING DETAILS»_........_...._ 1 INSTALLATION............»... 2 ASSEMBLY TUBE DETAILS........... 3 ANCHOR SPECIFICTION3..-...— 4 ANCHOR QUANTITIES_ 4 DESIGN PRESSURES.««.............-. 6.9 ASSEMBLY DETAILSISOM........._ 10 `�tUillrh�i Q��' 41GENSF ., cSf1 N0.58706 * ' 3 tg �Q •'•. STA E ; •!(�: S10NAL E;J``• 1rc i• 11 116'GLASS BITE 37 OL 1 • ® 2 Q ® Q 0GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 \�ii�► 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. Box 1529 NOKOMIS. FL 34274 CERT. OF RUTH. #29298 A ■ 1•• ® 0 0 try. Dots Ravraion: By. Dow ReM(sime ZING DETAILS SOP �lalr!IC!: -wo-A. J ROSOWSKI 3EMENT WINDOW DETAILS - LM & SM 08/08/12 v'Mm- Scotx sheet: amrtng rto. Rev: CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 2 35-37 EXTERIOR ATTACHED TO FRAME JAMB 4Z 11 ATTACHED TO vENTJAMB WINDOW 81 HEIGHT wsIIR.E t4 LIGHT HEIGHT (DLO) EDGE DISTANCE INSTALLATION OPTION 2 CONCRETE(CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT i^ TYRANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4 EDGE DISTANCE J� EMBEDMENT INSTALLATION OPTION 4 INSTALLATIONANCHOR& DIRECTLY INTO METAL. BUCK WIDTH 012 STEEL SELF-DRILLIt0 SMS. SEE TABLE 3, SHEET 4. 18 DADE APPROVED MULLION, ALUMINUM. 4FI STEEL FRAMING OR 82 82 ATTACHED TO VENT BIL STEEL STUD. 4 VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, EXT RK SEE TABLE 4, SHEET 4. WINDOW WIDTH IR HORIZONTAL SECTION A -A SEE flETAIL _ EGRESS FORMULAE: NOTES• Al. BELOW -� WIDTH, WASH HINGE WINDOW WIDTH -13.12 1) USE ONLY SUBSTRAT&APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE UWM ANY INSTALLATION ENEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF TIB: WINDOW. IED 2)ALL WOOD BUCKS LESS THAN 1-12' ME THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOW BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS -�-►� �+--• 1D' MAX DEPICTED AS 2X ARE 142' THICK OR GREATER. IX 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 ORARCHREOTOFRECORD. MAXIMUM SHIM THICKNESS TO BE 1W. r a Wlndow W;am NOTES: HLO 17•-22.r 0 0 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS -�-►� �+--• 1D' MAX DEPICTED AS 2X ARE 142' THICK OR GREATER. IX 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 ORARCHREOTOFRECORD. MAXIMUM SHIM THICKNESS TO BE 1W. SEE DETAIL A2. BELOW AddiOo W Aodwao PAvk d -each Sldeoltlw Fmw AftwUy Ttft A r a Wlndow W;am NOTES: WIDTH, EGr-88 HINGE: WIfD•OW WIDTH - 7-12 17•-22.r 0 0 I)WHEN INSTALLING COMBINATION UMTS• HEIGHT:WWDOWHEIGHT-6 1 289 ADDITIONAL INSTALLATION VISIBLE LIGHT IV MAX vHvhwm eNid Andwa A ANCHORS MAY NEED TO BE WIDTH:WINDOWWIDTH-T INSTALLED THROUGH THE WINDOW FRAMES AT IO' MAX. HETCiHT:WIOXIWH[7GHT-T 1 289 1 FROM EACH SIDE OF THE FRAME 1 1 ASSEMBLY TUBE CENTERLINE SEE TABLE BELOW: SEE DETAIL A2. BELOW AddiOo W Aodwao PAvk d -each Sldeoltlw Fmw AftwUy Ttft A r a Wlndow W;am Aaohor A I B.0&D 17•-22.r 0 0 2r • 20.8' 0 1 289 1 1 a n vHvhwm eNid Andwa A B. C & D 17'•228• 20 23' - 2.8' 0 1 289 1 1 1 1 ft 84 18UXCKs ��1 ON�I LYNN 4 j�'�� eebed W.Dote rcevreton: awns Ba SEE NOTE 2, ��` t1�� UGENSF ••4 �% By THIS SHEET. Q' : Revtsod W. Dote: Re lswe: tAp!:!!!��TllwMAX SHIM No. 58705 *'. :'' '• EMBEDMENT CROSS SECTIONS &INSTALLATION J ROSOWSKI PERtbNCRE7E ••� %�O •, NA W REWIREMENT`.' ..'....' •' ; •; ••• _ ••' FCORHOP,.•' •��• 1070 N.OYENIt2=, TECHNOLOGY DRIVE 7Rte: Dote: • BOX CASEMENT WINDOW DETAILS - LM & SM 08/08/12 529 INSTALLATION OPTIONS VERTICAL SECTION B -B '� ;�NAt��E��` MXOMIS, FL 134274 S-i-IUOa sneea ara»t� nw Ree +x eu INSTALLATION wro MASONRY. A. L P� CER . OF Aunt. #29296 CA -740 NTS 2 OF 10 MD-CA740-LM CASEMENT (X) F /. ;;, vy ; a HEIGHT WINDOW I � WIDTH f� FOR SINGLE UNITS. 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS &S, FWD THE SHEET FOR YOUR GLASS TYPE FWD THE PRODUam DEMON PRESSURE FROM THE TABLE LABELED DESRGNF'RESSIRM MM FOR SN EWIDOWS. ALL ANCHOR GROUPS*. 4) DIMENSIONS SHOWN ARE TIP -TO -TI'. FOR BIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 8) USING THE TABLE LABELED ANCHORSREOU)RED' (TABLE 2. SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SAL AND JAMBS OF YOUR WINDOW. 8) INSTALL. AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XC) FIGURE 1: r—I . I t— 10'. SEE NOTE 7, THIS SHEET —•� / - lill - \ h4 p� 740 I 740 SERIES FRAME BERM CASEMENT ASSEMBLYcAsEmENT WINDOW TUBE WINDOW � 1 � i� G�% 1(', SEE NOTE 7. THIS SHEET MIN. & 12 X ISMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT XXO MN.Al2X 1' SMS THROUGH INSTALLATION HOLES FIGURE 2: 740 SERIES Lw AWNING W"lo D FRAME .� ASSEMBLY TUSE 740 SERIES \ WINDOWCASEMENT ►E FRAME ASSEMBLY� o� _E TUBE 7'40= FIXED We�W"`� 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS 740 IES CASEMENT FRAME �740SERIES ' ASEMIINT EXTE CASEMENT WIDOW JZ MB'Y WINDOW HEAL SECTION a FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DA 740 SERIES AWNING WINDOW FRAME —ASSEMBLY TUBE 740 SERIES c CASEMENT WINDOW EXTERIOR. a 740 SERIES —ASSEMBLY TUBE MIL 012 X _1'SMS THROUGH INSTALLATION HOLES 740 SERIES - FIXED CASEMENT WINDOW VERTICAL SECTION E -E 1) DETERMINE EACH NDMDUAL WINDOW TYPE. SIZE AND GLASS MAID UP. SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4- 2) FROM SHEETS S.% FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED TESIGN PRESSURE (PSN) FOR IMMOM ATTACHED TOA VER7RCAL FRAMEASSEmBLY TUBE' OR DEMON PIB:SSi)RB"N FOR *PMOMATTACHED TOA HORIZONTAL FRAMEASSEMaLYTUSE: DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLESTO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWNARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND LRP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED %44hWWANCHORS REQURREW' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. _ 8) 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. $12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH 030MDUAL WINDOW. POR 812ES NOT SHOWN. ROUND l8' TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740SERIES PRODUCT (CASEMENT. AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WOND04Y8. USE THE WWDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA_ 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO W WCOW. AS SHOW W DETAILS, WITH MIN. 012 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND OUANi17YAS THE OPPOSITE FRAME MEMBER. 8) THE FRAME ASSEMBLY TUBE MAY �EXCEED OrLENGTH (AS USED 3'8FLANGED Y INDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO 13E CLIPPED TO THE SUBSTRATE ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMESAT 1(' MAX FROM EACH SIDE OF THE FRAMEASSEMBLYTUSE CENTERLINE. SEE TABLE BELOW: Ad=QW Anchm Rer wd on each Slde ofthe Frame 7a6e(FAT) a Wh"w wAh Anolmt lype A 11B4O&D 1 - 0 0 q 23'-26.8' 0 ,1 2B'+ .1 1 t• w Window He18M Anc?wType A e, D _&D 1r•ns' 0 0 2r-25 . T 0 1 28'+ 1 1 4pprmtIfficom c8eithlt6 Ptorlda dif4 01 e tam P ml BY ti � p d LLI � M m 0 F CID c w co) z g O LU g r 2 la) \�q LYNN /ll/��i�'i ` No. 58705 ' 0 STE IF3 •4: m g q I � , U \�q LYNN /ll/��i�'i ` No. 58705 ' 0 STE IF3 •4: Gwup Anchor Substrate Edge DistanceDiatom Min.k140M Mh' Embedment Ancirot Plate Required? c dro 1M" steal Window Anchors Required 1- 1-14" No A 814, steal SMS (06) SS SMS S. Phe $/8 p TRIP No 0083. SAlum. 3Wor814,410 A36 Seel 318 0.850 No AS53 614 Or. 33 318•.035, 20 Oa. HO B 812 sled SMS (GS) or 012.410 SS SMS Window Width On) 13/8• Na 0003-75 Ahn. 30' fir .050• No A36 SLOW 308" 618 .0w No 114 Saud, Or. 33 518 AW. 20 Go. No 114' sled UOracon 2.05c Cenarete 2-11r under a3• 1318' 25-15(18 27-3(4• No 30' No C 33-112' S. Pine 610" 35' Yes 3T Yes A38 Steel 318 518 .058 Jemb Aneharfiroup A I t) JC&131 2 2. 2 AtwimrGmup A 1 8 C&D 2 2 AwhorOroup A B C&D 2 2 2 Andm A 2 B 2 CAD 2 Anchor A 2 B JC&D 2 2 AnohorG" I A 1 8 C&D a 2 a Armhor wup A B C&O 2 2 2 A36 Staal 578" -.058 under2r Head78m 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2. 3 3 3 3 3 3 13!41 25-1&78, Jamb a 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HoaM 2 2 2 2 2 2 2 2 2 2 3 2 2 S 2 3 3 3 3 3 3 383f8• Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 .4 4 4 4 Head= 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 8 4 4 8 4 4 6 4 4 6 4 4 8 4 6 8 4 48' Head= 2 2 2 a 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 �„ Jamb 4 6 4 4 6 4 4 8 4 4 8 4 8 6 4 6 8 4 8 6 4 Headlam 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 68 8 6 4 6 6 4 8 8 4 8 8 4 8 8. 4 6 8 4 8 8 4 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6 8 8 8 8 8 8 8 8 8 6 8 8 8 8 6 8 8 6 8 8 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 8 6 8 8 8 8 8 6 8 70 6 8 10 8 8 t0 8 810 �,8 lHmdf= 2 2 8 2 8 a 8 2 8 2 8 2 2 2 6 10 8 2 881088/0 3 2 2 3 2SS3 3 8 SS 106 �,8 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 act 8 2 8 2 8 1 2 8 2 10 1 2 8 1 2 8 106 2 2 1 2 1 8 2 10 1 3 8 2 1 8 2 10 3 6 1 2 Gwup Anchor Substrate Edge DistanceDiatom Min.k140M Mh' Embedment Ancirot Plate Required? c dro 1M" steal Hollow Block 1- 1-14" No A 814, steal SMS (06) SS SMS S. Phe $/8 p TRIP No 0083. SAlum. 3Wor814,410 A36 Seel 318 0.850 No AS53 614 Or. 33 318•.035, 20 Oa. HO B 812 sled SMS (GS) or 012.410 SS SMS S. Phe 578' 13/8• Na 0003-75 Ahn. 30' fir .050• No A36 SLOW 308" 618 .0w No 114 Saud, Or. 33 518 AW. 20 Go. No 114' sled UOracon 2.05c Cenarete 2-11r 4" 1318' 2.8% Concrete V 4• . I -we No Hallow Black 2-1/2' V 1-114' No C 812, sleet SMS (05) or812, 410 SS SMS S. Pine 610" io13/8 Yes 0083-T5A(usL 318 518 1118 Yes A38 Steel 318 518 .058 as A653 Stud Or. 33 318 618 .046" 10 as. Yes 814, sleet SMS (GB) or814.410 SS SMS S. Phe fir 1• TRIF as 6003 -TS 318 510" 1/10' Yea A36 Staal 578" -.058 Yes A053 Stud, dr. 33 318 578' .045', 16 Ga Yes 0 110• steel Ultumn 2 B5k Concrete 1' 4" 1314" Yes 2.85k Conte 2-11r 4" 1.3+8 Yes Hollow Block 2 -Ur 6" 1414" Yes Fined Block 2-1r 4' 131 Yes 114" 410 SS Cns*Kex 3.36k Conorete 1" 8 13!41 No Hollow Mock a -VIP 5' 1-1 No 5118' sleet Ullmcon 3.5k Germ we 1-174" S 13/4" No HollowI-Im Filled Block 2-1m b" i 1.374" No NOTES: 1)ANOHOR MUST EXTEND A MIMMHUM OF 3 THREADS BEYOND ANY METAL SU&RTRA7E 2) ANCHORS MAY BE HEXHEAD. PANHEAD OR FLATHEAD. Jamb Snubber Locations `�:,N 4YNN•4!1��i� Glass type: PVS SOP �C t�•:' 7 NO. 50tr c dro (types 1, 4 & b) (Types 2, 3 &" • � a�a Nj N M Oda! 1r max. hm 63' and Now each and & 30• p �ac Rsgkdred max O.C. tr max. Dom 12- MML ftM owrW each end & 30' each and & W max D.C. max O.0 I) USE THIS TABLE FOR ALL WINDOWS PER THE 1EVATIONS ON SHEET 1. 3IMENSIONS SHONM ARE Ni0400W T(P-TO-TlP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOY(M BELOW. 711W ANNEALED SOP LAMI. GLASS, 14' MASONRY ANCHORS INTO CON CRETE. +701.80 PSF DP REQUIRED. NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE B, ANCHORS C & D ALLOW OF OF +70690. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILI- SAMPLE CONiFIGURATK*M X ® X X X O X X O O X O X O X X X < a0y O Pysf tb� y Pyo 1% P 0y J0� P X01: E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. F) PERE OF THE ON SHEETS 2D&& 31L�ALL 1 ADDm (ONALANCHOR ON THE FRAME ASSEMBLYTUSE a. a• FIXED CASEMENTANCHORS ( SEE SF-PERATE NOAk A) FROMTALE B, ANCHORS C & D ALLOW A DP OF +70603.1. Las• B) FOR THE JAMS, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE C) FROM TABLE 26.6 ANCHORS ARE REQUIRED IN EACH JAMB. 81• D) SIMILARLY. 3 ANCHORS ARE REQUBHEO IN THE HEAD & SILL. Ey DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. �EDFRULEFON � ENS 1A�I NAL ANCHOR ON THE F'RAMEASSEMBLY TUBE 4' -H 4.1 - 48 I gpprond ao m0kp1r1agMihtipf Flmlds cid C ) Dat r 400 by 13.28 `�:,N 4YNN•4!1��i� m t �C t�•:' 7 NO. 50tr c dro � i • � a�a Nj N M Oda! zoj0 SU• _ �ia0 o oz z 13.28 `�:,N 4YNN•4!1��i� t �C t�•:' 7 NO. 50tr .�: i • � =� sr3nTe��3 A Lila Muim PJL TABLE & TABLE 0: FOR GLASS TYPES: 1) 6116° LAMI (1/8 AN - .090° PVB -1/8 AN) 4) 7/80 LAMI. IG: (1/80 AN - 7/161 AIR -118° AN -.Off PVB -1/8" AN) T__ W84DOW HEIlGHT 11 7_ wDO m wg)7H SEE SHEETS 1 &4 FOR VANDOW ANCHOR LOCATIONS AND QUANTITIES. a Wer 23' Wer 23' +7040 Design Pressure (04 for Shote madwve, All Andw Groupe wtmloawmth 26.15(18' 27.3!4' 30 33.112' WISP +7450 +TOW +74.90 +701430 +74.90 _ +70540 WINDOW HEIGHT 28.10118' +7d•W +70-80 +70/40 +74.90 +70/.90 +70/.80 +70/.90 ADDANCHHOROR 383/8' +70/.90 +74-90 +70/40 +70150 +70150 +70/50 +74-90 wraaowmdth 48• +701-90 +78!-90 +70/40 +10140 +70140 +70-90 +=-% Anoka Group m -70140 +74.90 +70)430 +701.90 +74.0 +74.90 +701402 39' -- -.83' +74.90 +7450 +70(.90 «701596 +7014= +74777:4 _ A B +7490 +70/50 +70/50 +70/434.3 +70178.8 +7473.7 +70/70.1 Anchor Grays 72• +7450 +7pJ-87.2 +7477.7 010-71.8 +0-82.4 +04-0.8 H-90.3 C 78• +74.80 +74.84.8 +7470.7 +1437.3 H-08.8 0-672 0-55.8 A 84• I +70-0 +74-80.4 I +70/-71.3 I +0782.1 0-692 36318` under 23• «701-90 TABLE 0: FOR GLASS TYPES: 1) 6116° LAMI (1/8 AN - .090° PVB -1/8 AN) 4) 7/80 LAMI. IG: (1/80 AN - 7/161 AIR -118° AN -.Off PVB -1/8" AN) T__ W84DOW HEIlGHT 11 7_ wDO m wg)7H SEE SHEETS 1 &4 FOR VANDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 7. Z WCL r 0 a Ceeya Pressure (Ps0 for w endows Alaohed to a Hodzordel From Assembly Tubo WINDOW HEIGHT Design Pressure (psi) for mndewsAtlathed to a Vedked Freres AsseWy Tube W z,.t m. . _ N U 0 i_ mm 0/Y 0 1ANdavmdth ADDANCHHOROR WIDTH _ a B Wet 23' 26.1!(18' 27.314• wraaowmdth 3&UT 36' 37' Anoka Group m Anchor Group amNr23' AnOwGrarp 25.18118' 27.351• 39' 33.112" AD 35" AD 37" A.0&D A B C&0 Andra Crap B C&0 Anchor Group under 23' +74.90 Ancl a Group Anchor Grays Anchor Group +74.82.1 Anchor Group Arrcha Group +74-78.6 A I B C D A 8 C&D B AC&D B AC&O A B C&D B AC&D 8 AC&D 36318` under 23• «701-90 +7490 +701.0 +701-0 +7450 +74-90 +701-0 +701.90 +74-90 +7450 +781.90 +74-0 +70140 +701-0 +74430 +7498 +701.90 +701-90 y 26.15118• +701-90 . «701.90 +7440 +74-90 «7440 «Td -W +!01.99 +701.90 +74.90 «7440 570146 +701.0 *70140 +70140 +701.0 +701-0 +T0'-0 570140 +71592 383!8• +70140 +74.71.8 +7040 +70140 +70141 +7450 +701-0 +7440 +74.90 +70149 +70149 +70140 +7490 +701-W +74.W +7440 +701-90 +70149 +70M 48' «74-73.1 0573 +701-90 +701.90 0548 +70/-0 +74-90 +70/.0 +701.90 +70147.8 +7440 +7440 +Td -T&8 +74-90 +701-0 +7440 +7448.9 +7490 +6014590 56518• +1403 +/-54.3 +70140 +701-90 +/-81.4 +701-0 +701.0 +701-90 +79-90 +701.832 +701-W +70/.0 +701-74.8 +Td -9D +7489.2 +74W +701.84.3 +701-W2 +70140 80" +-58.5 +145.8 +701431.7 +701.0 +151.8 +Td -81.2 +10140 +701-769 +Td 90 +7d_7Q2 +701$88 +701.0.3 +1.829 +7480.8 +74.75.2 +T4-77.7 +Td -71.2 +74.74.3 83' +/-%T +1•43,8 +74.0.7 +7489.5 -1-493 +701-77.3 +701.90 +74.72.3 Nd� H-StE9 +1444.3 +701-78.6 H-59.9 +74-78.5 +701.71.8 +74.73.7 +187.8 +Td-TQt TABLE 7. NOTES: 1) SEE SHEEr4 FOR ADDITIONAL SAMPLE COWMMATIONS. 2) SEE SHEET4 FOR SNUSSI RREQUIREMENTS. WINDOW FRAME 1 ERM Y TUBE 10• MAX ADDITIONAL. ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR mNDOWANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE FRAME 19•RIAX. -►� A88EMBLY TUBE Z WCL r 0 a Ceeya Pressure (Ps0 for w endows Alaohed to a Hodzordel From Assembly Tubo WINDOW HEIGHT O W z,.t m. . _ N U 0 i_ mm 0/Y 0 1ANdavmdth ADDANCHHOROR WIDTH _ a B Wet 23' 26.1!(18' 27.314• 3C 3&UT 36' 37' Anoka Group ArOw Group Anchor Group Arohor Graf AnOwGrarp AnotarGroup AndwGroup Ag I AD AD AD B A.0&D A B C&0 A B C&0 under 23' +74.90 +7498 +7490 +7440 +74.82.1 +7490 +7W.W +74-78.6 +70158 +745D +70/-74.3 +74.0 90.16118' +7490 +70M +70/40 +701.90 +7450 +7450 +70/58.8 QW40 +70158 +701.84 +70/40 +7458 36318` +7448 +740 +70140 +70/50 +7450 +701430 +70/.90 +7440 +70190 +70140 +70140 +701-W 48' +7450 +7440 +7450 +70/58. +7450 +7450 +70140 +74.90 +7450 +7440 +7440 +7440 8D•6J3• +70/98 +70/40 +70/-9* +7450 +M.90 +70/58 +701.90 «70/.98 +744D +74.892 +71592 +70/.892 80•+701-W +74438+M-90 +7480,6 +745p.8 +74.80.8 17477.7 +701-77.7 1 +70177.7 +701-74.31 +74.74.3 +74-74.3 83' +7450 +7490 +70M +7454.3 +70/-78.0 +70178.0 +701-73,7 +701-73.7 +70173.7 +701.70.1 +70/70.1 +7470.1 72' +70140 +70157.2 +7477.7 +7471.8 +04.82,4 tW-M4 +8450.9 +0150.9 +6014590 +7459.3 +150.3 +1593 78' +7458 +7454.8 +70/7&7 +-87,3 +15&8 +1.88.9 0437.2 0572 0.072 +1-86.8 84' +70140 +70150,4 +70/ 71.3 +8452.1 +1.842 +1542 NOTES: 1) SEE SHEEr4 FOR ADDITIONAL SAMPLE COWMMATIONS. 2) SEE SHEET4 FOR SNUSSI RREQUIREMENTS. WINDOW FRAME 1 ERM Y TUBE 10• MAX ADDITIONAL. ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR mNDOWANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE FRAME 19•RIAX. -►� A88EMBLY TUBE Z WCL r 0 a a 110 zFJ � WINDOW HEIGHT O W z,.t m. . _ N U 0 i_ mm 0/Y 0 fa V) ADDANCHHOROR WIDTH _ SEE SHEETS 1 & 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. SEE $ HEFT 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved -as comptying alta Die l DetP ft -V 87 VCENSF• ` * No. 58705 >4 6(_471 113 w STATE OF iOSU '•. FZORIO�'•' ?� NAL A LYNX;!;E 1. Z WCL r 0 a a 110 zFJ � p o O O W z,.t m. . _ N U 0 mm 0/Y 0 fa V) Z ,��tlilll 3 a O ct' 0 ZILI - .. Q uI� U VCENSF• ` * No. 58705 >4 6(_471 113 w STATE OF iOSU '•. FZORIO�'•' ?� NAL A LYNX;!;E 1. m a 110 zFJ � Vk W z,.t m. . _ N 5 mm 0/Y 0 az z ,��tlilll U VCENSF• ` * No. 58705 >4 6(_471 113 w STATE OF iOSU '•. FZORIO�'•' ?� NAL A LYNX;!;E 1. TABLE & FOR GLASS TYPES: 2) 7116° LAM (3/16 AN - .080° SGP - 3(18 AN) APa�ove4axcomwf1n6u41hu�e Douro do WINDOW HEIGHT W9iDOVT WIDTH SEE SHEETS t & 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. LLI I,- < a} Z0 ori ci (( TABLE 9: 04 Q O m o a o C) Z C0 Z H a o z 6 1;. 110 E Q O 6cl) ay U FRAME � a � TABLE 10: Ur MAX. _-..' TUBE m T WOf06W ® �n�a � WO•IDGN FRAME HEISHT n HEIGHT ASSEMBLY oGL xx F {r s� WINDOWADWICNAL �j Y 4 10' MAX. WWW ANCHQR' > O. x O IT o w SEE SHEETS 1 & 4 FOR WNDOW ANCHOR o (41 IF RM - LOCATIONS AND QUANTITIES. SEE SHEET \111 II 3 FOR ANY ADDITIONAL ANCHORS II REQUIRED FOR THE FRAME ASSEMBLY �'I �•-- TUBE.wmm �tCENSF'F.j!'i: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR _ 717 I ••: '>iC LOCATIONS AND QUANTITIES. SEE SHEET No. 58705 3 FOR ANY ADDITIONAL ANCHORS _ REQUIRED FOR THE. FRAME ASSEMBLY .--0 `\��• /3 ik'� TUBE. ��Q •'• STA33ATE"' OF NOTES: �sS YON+�AL i)=SHEET 4 FORADDmoNAL SAMPLE CONFwuRAT M A. LYNN R�.LER, P.E. x)679 SHEET 4 FOR SNUBBER REQUIREMENr8. P2,058705 o Desigs pressure (paQtorSlo�e Wk�ows, A0 Andmr(,boy+s WI W�h under 2r 28.181,8' 27314• 30• 33.1!2' 3s 3r under 23• +8a-130 +9� 1� r9at30 +9a-130 +9a.1� +>m'-130 +Oa-130 �-16118• +8a-130 +�-130 +8a-t30 +9x.130 +9a-130 +Z�t 130 +80h130 38318' .90l--130 +90�1� .8a-130 .90%130 .90r-130 *80V 130 +9x-130 48" +9x-130 +9p�t39 +8x-1� +8x•130 +9x-130 +9x.130 +9x-1� 80•Sd8 +8x-1� +8x-130 +8x•130 +9x•1 +90%130 +90«•130 +90F130 fi0• +901.!30 +90!.130 .90/130 .801-130 +80F-1� +8x-130 +801.130 83• +8x-130 s8x-130 r80f-130 +8x-130 IM e b>� tot W his Attached to a Horizontal Freme Assembly Tobe Oen PressurTUBE Desi Pressure 0011 Tw Window A9aGred to a Vertical Fume AssmldA7 Tube WBtda7 Widh ' abler 23° 2616118° 27314• 30' WmdowWrdu, 38• 3r Anchor Group Ascher Group Anchor Oraip M Anchor (?roup z3• Anchor Group 2G,1i/,6' zT3ra• �" All AN 33Vi AO 35• qC&D A 3r C&D A B Axh� a� ander 23' aMnm Q� +7490 Anchor � r7d-90 Anchor � «74.80 Anchor a� +7478.5 a�elgr crap +7d-� A�uhor Oreup *711-90 +801-130 +8x-12&8 C 72• +8Q✓ 130 +80%130 +8W-130 +8x-130 a9p�122.8 +8x-113.678• r7d-� C&D +9x -130+9x -1+80%130+8W118.7 CSD B qC&D +9x-107.984• B C&D +8x -tom rSx.13p+8M130 +7x-90 +90(-130 +7x90 .701-98 e b>� tot W his Attached to a Horizontal Freme Assembly Tobe Oen PressurTUBE Desi Pressure 0011 Tw Window A9aGred to a Vertical Fume AssmldA7 Tube WBtda7 Widh ' abler 23° 2616118° 27314• 30' WmdowWrdu, 38• 3r Anchor Group Ascher Group Anchor Oraip M Anchor (?roup z3• Anchor Group 2G,1i/,6' zT3ra• �" All AN 33Vi AO 35• qC&D A 3r C&D A B Axh� a� ander 23' aMnm Q� +7490 Anchor � r7d-90 Anchor � «74.80 Anchor a� +7478.5 a�elgr crap +7d-� A�uhor Oreup *711-90 A 8 C D A B C&D B qC&O A r7d-� C&D A. 8 CSD B qC&D A B C&D +701.90 under 23' +7x-90 +7x.90 +1a-90 +7x90 .701-98 +7x-90 +7a-90 «7x•90 -7(Y 20 +7x-90 .7a•� «7x•90 +7x-90 .7d-90 +7x-90 +Ta -90 .7x-90 +7a�0 +7a-� .74.90 25.151,8' +7490 .7x90 .7x99 .7x90 +7490 .7x.99 «7a-90 +7x99 .7d•90 +7x90 , 774.90 .7a�Ta9d.7a-90+7a-90+7a•90+Ta-90+7a-99+7a-9036316•+7x90.7x776.7x90.7x-90.74A, +7490 +7490 80" aTd-90 .74-90 +7490 «74.90 aJd-� gd.90 +7d-90 x7490 x74.90 +74•>RI r7x.� +7a90 «7x90+70790 .7x99«7490 .7d9D +74-90 +7d90 .7a-�+70190 +7490 .7x90.7a90 +74.90 +7x99.7a-s9«7x•90.7a-9048".Ta-73.1«/-57.3-.7a-90 a7d.� a7d-90 «74.90 .Td911 72° Nd -90 +7d-90 +7a -9D H-84.6 +7a9D+7x-90.7x90+7a-� .74•!� .Td -90 .7a90 J+70117 ++RY.90 +74� +7a-90 .7aJ�0 .7a-90 +7x•80 +7a-90 +7x•68.9 050-id8' «7x90 .7x,99 H-89.3 H5Q.3 «7x90+7x•80 .7a-� H•81.4 .7x90 .7a90 rla-90 .7x-90 «7x•90 «7x•90 .7a•90«74.90 .74.90 .7x•90 .7x -90+7x892 .7a-90 +7x•90 +7x.84.3 0�` +1.58.8 +t•d3.6 +Ta -84.7 +70I9D +IS,.B +7x91.2.701.90 +Tx -78.8 +7x90 +7a•89.87a-90+70190.9 «7a -78.8+1x-90 +7a•T&2 «7x-90 .Ta-� +7x71.2 J701 083'H-55.7rt-43.8 +7a-BO7+7a.�.5 sT0/-90 +7x-78.8 «7x14.9 aTa-90 .7a 71.8 +7a•80 +7a-85.5 +i-87.8 0 e b>� tot W his Attached to a Horizontal Freme Assembly Tobe Oen PressurTUBE e- WBtda7 Widh ' abler 23° 2616118° 27314• 30' 331/2' 38• 3r Anchor Group Ascher Group Anchor Oraip Andra Group Anchor (?roup Anchor OTatp Anchor Group Anchor Group All AN A0 AO 8 qC&D A B C&D A B C&O ander 23' .7d-110 +7490 r7d-90 r7d-90 r7d•8'Lt «74.80 +74.90 +7478.5 r7d•90 +7d-� r7d-74.3 *711-90 2615118• +7d90 +74-90 .7a90 +7x90 +74.90 .74-14 +74.88.6 +74-90 r7d-� +74.84 x74.90 r70'•9p 38.31$' +74-90 Na90 +74-90 +7x90 +701.90 .74.90 «7d-90 «7490 +Td•9D x74.90 +74-90 x7490 48' .7d-90 •7a9D .7a-90 +7x90 r7a90 .T4•!� +74-90 +74-90 •7a90 x7490 «7x•90 .74.90 J� 50•d8• +7490 +74-90 +74+8D .7490 «74.80 +74.90 +7490 t749D , 774.90 x7490 +7490 +7490 80" aTd-90 .74-90 +7490 «74.90 aJd-� gd.90 +7d-90 x7490 x74.90 +74•>RI r7x.� +7d9D 83• .7d9D +74-90 :74.90 .74.90 +7490 .74.90 +74.90 x74-90 a7d.� a7d-90 «74.90 .Td911 72° Nd -90 +7d-90 «7490 +Td -90 +74.80 .74•!� .Td -90 a7d90 «74.90 +74.90 +74� aTd-� 78" +7d-90 +7490 r7a•90 «74.90 «7x90 .7x,99 .7x.90 +74.90 «7x90 .7a-� .74.90 t7d90 ea» .Ta -90 «7x•90 «7x90 .74.90 .7x90 «7490 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090' SGP - 3/16 HS) 7) 7/6" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/6" LAMI. IG: (3116"T -1/4" AIR - 3116" HS - .090" SGP - 3116" HS) _V_ [I WWWW HEIGHT SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS MID QUANTITIES. . Deem Pressure (pe0 for Single WUdows. All Anchor Groupe Wlod@w Wdlh Design Pressure 4mQ for W 6dows A9acicd to a Vertical Form 'Assram* Tube under23" 25.15116• 27-3W 30• 33.1(2' 36• 37' wrier 23• 4901-130 +9W-130 +901-130 +901.130 490%130 +ODI -130 .80-130 35" 25-16(19• +901-130 +8W-130 - +W130. +9.130 49Wd30 +901-130 490-130 Anchor Croup WIFE' 4920,130 +8W-130 +901-130 49W-130 -SW 130 .8W131 +9W130 46" +W= , +801-130 +9-130 +9W-130 +901-130 +9W/30 +8W130 50.W +9-130 .+9-730 +901.130. +8W-130 +9W-130 +90130 .8-130 +78'90 Anchor Gray ,90f-130 +8W-130 +801.130 .9W-130 49-730 +901-130 .8-130 Anchor Group 63 49W-130 +9-,30 +901-,3 4901-,3o .801-,3o +90-,� ,x/,30 C&D 72" +9W-130 480V•131 +8W-030 +8-130 49W-130 +9-130 400-130 A,C&O 76" +9-130 t8-130 +90/-13p +8W-130. +80-130 +90.130 +8W130 +701-90 84" +8-130 +8-130 +80113 +901-130 +8W-130 +701.90 .+70.90 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090' SGP - 3/16 HS) 7) 7/6" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/6" LAMI. IG: (3116"T -1/4" AIR - 3116" HS - .090" SGP - 3116" HS) _V_ [I WWWW HEIGHT SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS MID QUANTITIES. TAM F ta- . Design Wwssum (psi) forWbWn Aga +ted to a Horace lel Fmmns Assanbly Tube Design Pressure 4mQ for W 6dows A9acicd to a Vertical Form 'Assram* Tube Wbdwr Width urater23" 26•15fl8' 27.3H1" 30" 33-1/2• WlndowWblh 35" 37 - Anchor Gray Anchor Gray Anchor Gmup Anchor Croup m Anchor Group ugdef 23` And wGmW 25-16116' Author Grow 27-314" 30" An All 33112•' 8 A C&D A BC&0 A 8 C&D Anchor (roup +7(V-90 +7©.90 Anchor Group +78'90 Anchor Gray +74.90 Anchor Group +7-7&5 Anchor Gray +7090 Anchor Group +701-90 Anchor Group 25-15116` +7W40 A 1 BV+7MW.SD +7W40 D A B C&D B AC&D A B C&D A B C&O B A,C&O A' 8 C&D +70140 under 23" +m.S* +7-90 +701-90 +701-90 +M.9D +701.80 +701-90 +7W -W +78'-90 +7-90 +M.SD +701.90 .+70.90 47-90 +701.90 +701.90 +7990 +7W.90 +701.90 +7-90 606/8" 25-15116" +M40 +70140 +7-90 +701-90 +7.90 +701.9) +7W -9D +7.90 +70140 +7-90 +7090 +761.90 +701.90 +70!90 +7W-90 +70-90 +7.90 t7W-9D +70.90 +70-9D +7&-90 38318" +76140 +701-71.6 +7W90 +701-90 +701.81 +7W-90 +7W -W +7.90 +701-90 +7W� +7W40 +7014) +7a-� +7.90 QV.90 +7014) +70140 +701.90 +7-40 +70.90 72" 48" +701.731 +1-57.3 +7W-90 +M.SD +144.8 +70140 +701-90 +701.90 +7W-90 +70101 +7.87.8 +7.90 +701-90 +701-W +M90 +701-90 +701.90 +701-90 +70f-88.9 +?W -W +7W.90 60.5W -M3 +1-94.3 +7/-90 .701-90 +1$1.4 +701.90 +7-90 +701-90 +70'90 +70190 +70193.2 +7-90 +70190 +7040 +78'40 +701412 +7W-90 +70190 +70'-84.3 +701-0 a" +1-58.5 +1-05.8 +7W40 .L51.8 +701-81.2 +7W -9D +M.76.9 +70'-W +7W.W6 +701.70.2 +76140 +7.80.3 +701-7&8 +70140 +7-•7&2 +7.90 0170/-9D +7d-71.2 +7019063" +145.7 +1-43.6 +78'99.9 +1.40.3 +701.77.3 +7W90 +7&-723 +70'-90 +70145.3 +1.86.8 +701.90 +70170.5 +701-74.9 +7x90 +70-71.8 1761.90 +701.88.5 +1-87.8 +7--90 TAM F ta- NOTES: 1)SEESHWT4 FORADDRIONALSAWWCONFIMMTI&a. 2)SEE SHEET FOR SNUBBER REWREMW& WINDOW FFAME ASSEMBLY HEIOf(T TUBE J� rMAX. 1 ADDITIONN. ANCHOR (4} IF RISC. W9JDOWDTH WI SEE SHEETS 1 & 4 FOR W94DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FORANYADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 90• MAX. •-►I A89F.M&.Y 71011E T_ VANUM HEIGHT I I ADDITION jF -"1 '- A1XYiOR SEE SHEETS 1&4 LOCATIONS AND QUANTITIES. SEE SHEET 3FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUB 4pprotad an lying ollh lb furma Dao Ag 4et•rataa trW By w fD ON N W O �X� 201. a k' o o dY OZ Z W {,{Iit tt pNYNN .......... * ' No. 56705 tar13 .AD STATE OF '• tt/: •.,FCOR,OP.� rs . Design Wwssum (psi) forWbWn Aga +ted to a Horace lel Fmmns Assanbly Tube e Wbdwr Width urater23" 26•15fl8' 27.3H1" 30" 33-1/2• 35" 37 - Anchor Gray Anchor Gray Anchor Gmup Anchor Croup Anchor Group Anchor Group And wGmW Author Grow AD An All All 8 A C&D A BC&0 A 8 C&D w ud2r +7(V-90 +7©.90 +7x-90 +78'90 +7-8'2.1 +74.90 +7W -W +7-7&5 +701-9D +7090 +7.74.3 +701-90 25-15116` +7W40 +75-40 +70140 +7W40 +7-40 +7x40 +7-48.8 -701-9D +7W -W +70194 47-90 +7W -9D 383/8" +7W40 +7&90 +7&4D . +7)'90 +7W40 +70140 +70140 +7019) +70190 +TOM +701-90 +7--90 46' +7W.W +70140 +70140 +7(V90 +7(-90 +7-90 +7&-90 +x(90 +TW 9D +70/-90 +70f-90 +701-90 606/8" +7W40 +7&40 +7940 +7-90 +7990 +70140 +7&-90 +701.90 +7W9D +70%90 +7W -W 47W -9g S0' +7W-90 +7&-80 +7&40 +7&-9D +7W -9D +7&40 +7&-90 +7W -W +7W -9D +7-90 +7W90 +7-90 3 63 +7pw +7&40 +7&46 +7090 +7040 *7x.90 +7x90 470/4) +7014) +70190 +7-80 +7019) 72" +7&9 +TV +7&-90 +7W-90 +701,10 +7&90 +7W-90 +70100 *7019) +701-9) +70/-90 +70190 70• +7&40 +7&•� +7&40 +7x40 +7&46 +70-90 +7W.90 +70-90 +701-90 +70.90 +7/-90 +7W -9D 84' +7-90 +7-80 +7& -go +7&40 +7W-96 +7&->O NOTES: 1)SEESHWT4 FORADDRIONALSAWWCONFIMMTI&a. 2)SEE SHEET FOR SNUBBER REWREMW& WINDOW FFAME ASSEMBLY HEIOf(T TUBE J� rMAX. 1 ADDITIONN. ANCHOR (4} IF RISC. W9JDOWDTH WI SEE SHEETS 1 & 4 FOR W94DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FORANYADDmONALANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 90• MAX. •-►I A89F.M&.Y 71011E T_ VANUM HEIGHT I I ADDITION jF -"1 '- A1XYiOR SEE SHEETS 1&4 LOCATIONS AND QUANTITIES. SEE SHEET 3FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUB 4pprotad an lying ollh lb furma Dao Ag 4et•rataa trW By w fD ON N W O �X� 201. a k' o o dY OZ Z W {,{Iit tt pNYNN .......... * ' No. 56705 tar13 .AD STATE OF '• tt/: •.,FCOR,OP.� rs TABLE 14: FOR GLASS TYPES: 5) 7/8- LAMI. IG: (118'T- 7/18- AIR -1/8- AN -.WO- PVB -1/8° API) 4lqumxd0cee $lyteg wft Ott F1eAde tntdtxp - Oa ._ n: tyua6 Ida WINDOW NEIOHT �� SEE SHEETS 1 & 4 FOR WINDOWANCHOR LOCATIONS AND QUANTITES. W TABLE 15: Z O O LL o a OD Z Q w p- O Z P• cn c3 to F� O rn rn �U 10• MAX -� �.+--- LY Q U TABLE 1S: 1 WIN DOW m HEfGjWaNDOW '�- epi � n qq WINDOW FRAME ADDITIONAL.t83CHT A88EMBLY WIDTH z tai TUBE {4}, IF REQ. j O O O 10.14A1C. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR > a LOCATIONS AND QUANTITIES. SEE SHEET o z z ADVRIONAi. 3 FOR ANY ADDITIONAL ANCHORS ! I I I! ANCHOR REQUIRED FOR THE FRAME ASSEMBLY (41, IF REQ. TUBE. ��.r�.•5'•.��,p WIDTH 7 * N0.58705 �c SEE SHEETS 1 & 4 FOR WQQOOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET �Y 3FOR ANY ADDITIONAL ANCHORS 0 t3EA;3 +t/= REQUIRED FOR THE FRAME ASSEMBLY • OF TUBE. �''.. F<OR10P G,? 1) SEE 8HEET 4 FCRADDRIONAI. BAMPW coNFIOURA710NS. A LYNN ML161; P.E. 2J SEE SHEEP 4 FOR 8NUBM REgU TS. P�2y� a Dea9gs Fzeaeure (psfj brSNgle,M, All Anchor tararps W61tbw WId61 ulder23• 28.18116" 273/4• 30' 33'U2' 39• 3r under 23• F+7W-Wj 10 to vi Design Presswa (Pe0 forl4Mdowe Atleshed to a Hat:tmlal Forms Assembly Tuba Design Pressure {psg Tor Wlndotva Attaolred to a Ver<loat Frees Assembry Tube 0190 +7x-88 a1a90 t7a90 +7a90 t7m90 28•iTd18• m90 +Tm90 +70%80 +7a96 +7m90 +7a90 93.172' 383J8' 38• 7a90 t7m90 t7m•90 +7x-90 +7m90 t7m90 Anchor � 46" Anchor Oreup 7a90 +7m90 +7x•90 +7x-90 +7m90 a7a90 Am1rorOlsup 80648" 7a90 t7m9D +7a90 +7x-90 +7x90 +701.807a90+7a9o+7m90+701-90 A,CBD Anchor Group B Amimrorevp A Anchor Group C&D +7m98.6 +7a�s4.6 a7m90 Aashororoup Anchor Group 7a-� +7m•90 +7m90+7a9T2+7x94+7a-70872" C D A B C&O B A,Q&D Ta-80+7a-�.6 B +70881.8a8a•89.4 A B a�97.0 B 78' $ 7a90 +70/-06.3 +7a90 f7m90 +7m90 a7m90 +70180 t7m90 t7m90 7a90 t1a91.9 +170 +Bp181.6 fT6196 t7a9D 10 to vi Design Presswa (Pe0 forl4Mdowe Atleshed to a Hat:tmlal Forms Assembly Tuba Design Pressure {psg Tor Wlndotva Attaolred to a Ver<loat Frees Assembry Tube M WUtdow Width Wbtdow Wk611 tntdar23' 28.18118• 273/4' 36' 93.172' 38• 3T tmaerxl" Anchor � 28.18/18' Anchor Oreup 274 AmhsrOroup 90' Anchor Group 33.1!2' Am1rorOlsup as• 3T• A6 A8 A6 Anshororetp B A,CBD Anchor Group B Amimrorevp A Anchor Group C&D Anchor a" a7m90 Aashororoup Anchor Group +18/38 A B C D A B C&O B A,Q&D A B C&0 A B C&O B A,C&D $ A,C&D tmder23• +7a90 f7m90 +7m90 a7m90 +70180 t7m90 t7m90 +7m90 +7m90 +7m90 t7m90 f7m.9(I fT6196 t7a9D +7m90 t7m90 t7a90 +70190 +78196 p �-18118' t7a�80 t7m90 +70V•98 +Ta96 a7m4� f7m-80 +7m� +7m90 +7m90 +7m90 t7m90 +7m9p +7m-90 +7m90 t7a9p *7m•80 f7m90 t7m90 t7m90 .ifi` 383!8' *7m-80 +76/.71.8 +7m9p a7m-90 +TBP -81 t7a90 +Tm90 +7m90 +7m96 t7a90 a>m90 +Tm9p t761.9p +761.86 t7m90 . t7m90 f7m90 +7m90 t7m90 48' +7a-73.1 +h87.3 +7m-80 +7m9p f!$}.6 t7a-80 t7m90 170190 +7m90 +7m90 +Tm�.B +7m-80 +7mgp +70h7&8 +7m90 +Tm90 t7m90 +78f-86.9 +76h96 808J8• +199.3 H-84.3 t7m80. +7m90 +191.4 +7m90 +70180 +701.90 +7x80 +7m80 +761-93Z t7a•86 t70V90 t76h74.8 +7m90 +70F892 t7m-90 +7m$4.3 +70196 8ff +/.88,8 +!•48b fTm-84.7 +7m90 +191.8 t7m-81.2 +7m90 +Tm-78.8 +7m-80 +7m89.6 f7m-70.2 f7m-90 aTm•80.3 H�82.9 a7m90 t7�782 t7m-88.8 +7m.71.2 +70194.8 83• H9&7 +143.8 +7m30.T +70189.8 +ld8.3 +7m-77.3 +Ta -80 f7m 72.3 +7m90 +7m$6.3 f/�,8 +7m•80 +7m-7&8 H-88.8 +Tm97.2 t70hT1.8 t7m-84 H�.B +7m.78.8 Design Presswa (Pe0 forl4Mdowe Atleshed to a Hat:tmlal Forms Assembly Tuba WUtdow Width tntdar23' 28.18118• 273/4' 36' 93.172' 38• 3T Anchor � Amicar orouy Anchor Oreup Amtat Oreup AmhsrOroup Anchor Group Am1rorOlsup A6 A8 A6 A0 B A,CBD A B CSD A B C&D Itmter23• a7m90 +7a96 +70190 +18/38 +7m92.1 a7m90 170/90 +7m7&8 +7a90 +7m80 +70174.3 +7m90 �-18118• +7x80 170/90 +7m90 +im90 +7m90 +7m.� +7a-88.8 +7x80 *7x90 a7m94 t7a90 t7m90 383/8' +7m90 t7a80 +70/-80 +70190 +7a30 +Tm-80 +Ta90 +7p/90 t7a30 +7m90 +7a90 +7a•� 48' 170/90 t7m90 +70190 t7a90 +1a90 +7a90 +7m-80 pa90 t7a80 •7a90 a7a80 a7a90 603' +70!30 a7a90 +7x86 +7x-90 a7m90 +7x90 +7m•8D +Tm90 +70780 a7m90 +781.88 i7m90 86" +7m 90 +7m98 +7m,8p +7pf-88 +7m-90 +7m90 +7m38.8 +7m98.8 +Tm.8g,8 f7m-84.6 +7m94.8 +78184.8 83• +7a90 +7a80 +78V90 +7m80 +7m-87.2 +7m•8T2 +7mE4 +7m94 +la$4 +Tm78.8 +ia-78.8 +7a-78.8 72• +70190 +7m90 a70f98b +7m91.8 +8a 70 a8a 70 t8a38.4 +8a68.4 +80f -89A +8m�8T.8 +x.87.8 +8a�87.8 1�8• +70190 +7m90 +701.86.3 +7m78.7 +8m3T.2 +80V•87.2 +8a982 +80/982 +6m962 +8m93.3 +Bm93.3 +8x93.3 84• +Tm-96 +7m80 a7m31.3 f8m-70 +8m81.8 +gpl-81b TABLE 17. FOR GLASS TYPES: 8) 7/8" I•AMI. IG: (31T AN -1/4" AIR - 3116" AN -.090F SGP - 3/16" AN) 4 pl�� es to 8) 7/8" LAMI. IG: (3116" T -119 AIR - 3/16" AN - .090" SGP - 3116" AN) Date I ' VYO HE It#iT �I 31 WIDTH J SEE SHEETS 1 & 4 FOR W2DOWANCHOR W T� LOCATIONS AND QUANTITIES. Z `2�• TABLE 18: O r O o LU o 10, W I - 0p AZ {/) Z Q W CL o Z .� FRAME LU C,7 JLU 10• MAX. ---►� I.r-- A8REI Y I TU9E TABLE 18: T ON N N Etxt#iTW FRAME G! A88EMBLY ,L i y TUBg I WINDOW I. ADDITIONAL o O O -� I f "- ANCHOR 0, u Y 10'MAX (4IFR • oz Z I ADDITIONAL SEE SHEETS 1 & 4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND awfir7TIES. SEE SHEET {4).ff REQ. 3 FOR ANY REQUIRED FORITFRAME ASSEMBLY �,NAL ANCHORS 4N TUBE. -4 VVINDOW` 0 ' ellNSF `MD7H No. 58705 SEE SHEETS 1 &4FOR WINDOW ANCHOR - ' LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS �.•O ' tI� I-�' f- REQUIREDFORTHEFRAMEAS8EMBLY A J '+'• �B� ��0 STATEOF {{/� N E diEET4FOR ADOmoNALaAMPLE coI•&fauRanord. 1"', \ 2j SEE SHEET 4 FOR SNUBBER REQUIREMENTS. a LYt87 tdIL m P.E. P.E989706 +]saps Pressure (peQ BrSUigta MlSrdotve, All Anchor c3rwgs wbm� WAeh under 23• 28.1418' 273/4' 30• 33.1/T � 37• uader23• *801-130 .90f-130 +80F730 +�J-130 +8a-130 +8d-138 t8d-130 �-1418' +9a-130 +Ba 130 ' s801-130 +ap/•130 t80/-130 t9d-130 +8a-130 38;Y8• +8d-130 t8d-030 +8a-130 t�9-1� t8a-1� +8n•130 +8� 730 48• +801-130 +8a-190 t8a-130 +9a-130 +801-130 +9d -t30 +8a-130 60-Si8' +ea -130 t8a-130 +W -i30 t9� 130 t80/-130 t8d-130 +9N 130 80• +80t-190 +4a-130 � +901-730 +60F130 +408130 +9d-130 t90d 130 83' +4a-190 +4x_130 +9a-130 ,90/-130 +4a-130 ton -t30 t4d-130 72• +808790 +601-2 LL e (psry ma Whrdaere Attached to a Hadzotaal Freme Assembry Tube Deape PressurHEIGHT Deal91 Pressare(pa9 Aa WMtlmvs Allscired to a Vertical Ftenle AsaemHy Tobe WltBh �-1418' 273!4• 30• Windaur Widh 3Y 37• KM Amhor OreW Armha CBarpOmuPereup6reuP m AOoha under 23• 2S1&18° 2T-314• 30• 33112' All 35" B qC&D 3T B C&D A Anchor Group Cao AndrorOreup +7490 AiWwrHroup +ix90 AnchaQragr +7a921 Anchor Group +70890 AntAorOrary +701.90 Aacha07ap +Td -74.3 t8x-130 +�1-130 +4x-1 a8x-1?A.8 +8x-018.7 A 78' +401-1�1� B qC&D +401-130 t4fl! 130 t40/-128.2_ +8x-718.7 +401-1�.8 A 84' +4x-130 +8d-130 +801-1� +808130 +8x•118.4 CaD +7a90 LL e (psry ma Whrdaere Attached to a Hadzotaal Freme Assembry Tube Deape PressurHEIGHT Deal91 Pressare(pa9 Aa WMtlmvs Allscired to a Vertical Ftenle AsaemHy Tobe WltBh �-1418' 273!4• 30• Windaur Widh 3Y 37• KM Amhor OreW Armha CBarpOmuPereup6reuP m AOoha under 23• 2S1&18° 2T-314• 30• 33112' All 35" B qC&D 3T B C&D A Anchor Group Cao AndrorOreup +7490 AiWwrHroup +ix90 AnchaQragr +7a921 Anchor Group +70890 AntAorOrary +701.90 Aacha07ap +Td -74.3 +7d -9D A B C D A B C80 B qC&D A B C&D A B Cao H gCBD A B CaD +7a90 wWet23" «m9x +7n90 +m90 rid90 +m90 +Tx -90 ,7x-90 «7a90 +m•90 +7x•90 +m90 +m90 +m•80 «7x-90 +Tn90 ,m90 *7x90 +m90 x70190 +m90 +74.90 2&7&18" «Ta -90 +7490 +m90 .TdgO +1a90 +7a9D ,7x-90 +m90 +m9a +7x•98 +7x-90 +M 90 +7n•90 +7x•90 +M 9D +m90 +70f 90 +74.90 +7a90 +7490 +74.80 98318• «7x99 «7a•71.6 +7x-90 +7x90 r7a91 +Ta 90 rm-90 ,m-90 .m-90 +ia.� ,Ta•� ,Ta-� +Tn-90 .m-90 +Ta -90 .Tn•90 +7x-90 +7x-90 .7x-90 +m-90 +7x•90 46• .ia•7&1 +/.x7.3 rm•90 +7x•90 +A•84.9 .7a-90 +m-90 .7a-90 .mom .7a.90 «Ta•87.e +m•88 +m•80 +Ta•� r7n90 .701.48 +70890 +7a-80 +ma8.9 rTa9D rTx9p 505!8° +6�.3 r/.xy.3 +7a-90 +7x-90 r/•81.4 +7a -9D +7a-� +ia.90 ,71Y•� ,7a-� r7a•83.2 ,m-90 rm.90 r7n-90 +m-90 ,m•892 +m-90 rm-80 +m•84.3 rm90 � �` +/-58.5 +1.45.8 x7494.7 +m90 H•31.6 +Tn91.2 +7x90 +md5.9 +m90 +7x.89.8 +7x-782 +701-9D :m-80.3 r7n-78.8 rin-9D sTa•76.2 +7x-90 r7a,90 +7a-71.2 +7(U.9a 63• +t55.T +1.48.8 +m9D.T r7a•�.6 r1A9.3 +m-77.3 ,7x-90 rm_72.3 +m-!� Na -85.3 rt -88.4 ,m•90 rm•78.b +1a-74.9 +m-90 +7a-71.8 +7x.90 +m•8ab +1.87.8 t7a•8a WWDOW LORVO e (psry ma Whrdaere Attached to a Hadzotaal Freme Assembry Tube Deape PressurHEIGHT eWlndav WltBh �-1418' 273!4• 30• 33.112' 3Y 37• KM Amhor OreW Armha CBarpOmuPereup6reuP Anohor AOoha AnchorArtchaOtoup Ancirort9rarp All All A0 B qC&D A B C&D A B Cao urxtar23• +7490 +7x90 +ix90 +7a90 +7a921 +7490 +70890 +Ta=7a.6 +701.90 +70680 +Td -74.3 +7d -9D 26.18/+8' +706>� +70690 +7x90 +701-W +74.90 +74-90 +7d$a8 +74.90 +7430 +74.84 +7d.9p +74.90 383/8• +70130 +70890 +74.90 +7a90 +70!•x0 +7430 +7x90 +74-80 +70t-90 +7430 +74-90 +74-90 48' +701-90 +74.90 +74-90 +74-90 +74.90 +7d.8p +7d-� +7d-� +lOV•90 +74.40 +74.90 +m-80 50518" +7490 +74-80 +70880 +70V-90 +74.90 +74.80 +74.80 +70V•� +74.80 +7d 86 +74.80 +m-80 �' +7490 +74.90 +74.90 +74.80 :7490 +70690 +7490 +70190 +74.90 +701.90 +7490 +7490 83' +7490 +7490 r7n90 +7x90 +7490 +74-90 r7x90 +m90 +7a>IO +70890 +7x•90 +m90 77 +7490 +7490 +m90 +74.90 +7490 +7d-90 +7490 +7490 +7490 +70190 +70A90 +74.90 76' +7x90 +7490 +7490 rTx9p +7490 +7490 +74.90 +m•90 +7p6>q +701-94 +70/90 tm-90 84' +74.99 +70V90 +7x90 +7490 +7n90 +7490 ' Teen a on. Item Detg.4 I Description MateNal 1 7002 Maln From Head, SIB &Jamb 5083-78 Aham 2 7071 Anchor Plate 808;+-TBAlum. 3 7003 SashTop, Bottom&Side Rall SOWTSAtum, 4 7008 Frame Comer Key Steel 5 7009 Sash Corer Ke Steal 6 1 7078 Frame Gasket Vinyl Foam 7 1 7072 Sash Comer Gasket Vinyl Foam 8 1 7070 Illylb WeathersVl 187° x.275° Flex PVC 70 10 1 7024 Maxim Multi -Point tuck Steel 11 1 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylan 14 7015 Ile BarAssem Steel or 88 1S 7028' Maxim Dyad Operator, W Wa°24" Steel 16 7027 Maxim Dual Arm O erator W W>24" Stow 17 7030 O torGasket . Vinyl Foam 18 7031 Operator Plate stew 19 7051 OpemtorSpamrBlock Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider Dual Arml Steel 22 Egress MnSe (Heavy Duty), Manuf. by Truth steel 23 7050 E Hin able (RD), Mand. by Truth Stud 24 Snubber MU -blowout clip Stow 31 lDuraSaal5 r Stew 32 1713 ISetting Block 513r It 31W x T3141 EPDM 33 1714 ISetting8lock ° x 7 16° x 1-1/4° EPDM 35 7036 Lamt Bead 6 6083-78 Alum 36 7042 Laml Bead C 6083-76 Alain. 37 7059 Land Bead D 6083-T6 Alum 38 1224 Vln I Bulb Ws i Flex PVC 70 39 1225 Vinyl Bulb Ws In Flex PVC 70 SO Dow 899S1110onBackbed4ing - 60 7006 Screen Frame 3105-114 Alum 61'1 7040 ScreenComerKey Polypropdene, 62 Screen Cloth F%eMlass 63 1635 Screen S Bne EM. PVC 64 320 Screen SprIW stawass.s w 70 134 Add-on Mantle 8083 -Te Alum 71 7004 Frames Tube 6083-T6Alum. 80 #8.32x 1121 Ph. Pn. Mach. ScrTYPE B stainless Stew ffi 1 1157 48x 21 Ph. Pn. SMS stainless stew 82 118 x Sig" A. Ph. SIVE Stelnless Stew 83 N8x 7/8* Fl. Ph. SNB stemless stew 84 48x 1" FI. Ph. TEK stainless stew 85 48x V Quad Pn SMS stainless Stew 86 48 X 1-1/2° Quad Pn SMS siwNeas stew 87 N10x1 Ph.PnjTEK StsintessStew 89 410.24 x 9116° Ph. Pn. TYPE F Stainless stew 90 1112 x 1" Ph. Pn. TEK stainless $led ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AE T ^SASH .062" NOM. 2MIV } AW I .Ower MVI. 7.16r 2.139^ 1 FRAME HEAD. SILL & JAMB #7002, 6063-T6 it '" A .ar J c�— -T OANCHOR PLATE #7071, 8083-T6 35 BEAD B #7036,13083-T8 .172' s(70^ .080` �-- '689' 37 BEAD D #7059, 6063 -TO `,S " LYNN a'��: �OENS�c' • �� —°►I 1.124' ` ��Q No. `58705 >F % 77 a 3 rid ►3 ' w �' • : STATEOFVENICE. i��'�sS,FtORtOP�( �� 1070 TECHNOLOGY DRIVE N. FL 75 ' P.O. BOX 1529 NOKOWS. FL 34274 JLLYP.EA68F KE ;Aff P.E1bar06 CERT. OF AUTH. ®29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T8 .04D^ IAW AW -- I 1 FIXED 6Q SCREEN FRAME #7008, 6033 -TO .080" It.666` BEAD C #7042,6003 -TO r 2.20V 1 �3^ 0, j 7Q ADDON FLANGE #134, 8083 -TS 4pprowd as tmobb avd1h 1w Florwe ft C s 0,310 { *0 i» 1 BY I BOM AND CORNER VIEWS I J ROSOWSKI I ENT WINDOW DETAILS - LM & SM 08/08/12 L - Sesta Sheet Dtos&rg No. Rer. 740 NTS 10 OF 10 MD-CA740-LM —°►I 1.124' .12r 2.7j01' .Ower ;Aff 71 FRAME ASSEMBLY TUBE #7004,0063 -TO r 2.20V 1 �3^ 0, j 7Q ADDON FLANGE #134, 8083 -TS 4pprowd as tmobb avd1h 1w Florwe ft C s 0,310 { *0 i» 1 BY I BOM AND CORNER VIEWS I J ROSOWSKI I ENT WINDOW DETAILS - LM & SM 08/08/12 L - Sesta Sheet Dtos&rg No. Rer. 740 NTS 10 OF 10 MD-CA740-LM NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the- applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and -accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Heaving 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. APPROVAL DOCUMENT: Drawing No..4040?0, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0i/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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 NO& 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-W5.10 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. Expiration Date: March 26, 2016 J`tt Approval Date: November 03, 2111 Ioii Page 1 MIAMi•Q E JUL 112014 Y, FLORIDA - DE!2Stra*% C11D !� CROLSECTION DEPARTMENT OF PE 'iNG NV ON , ANDREGULATORY 5 . Room 208 AFFAIRS (PERA)- - -- —. _ o a 33175-2474 NO86) BOARD AND CODE ADMIN IST DIVISION AT 315-2599 NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the- applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and -accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Heaving 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. APPROVAL DOCUMENT: Drawing No..4040?0, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0i/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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 NO& 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-W5.10 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. Expiration Date: March 26, 2016 J`tt Approval Date: November 03, 2111 Ioii Page 1 PGT Inds ust� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, 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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11121/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc.,. Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA Nv.07-11322116) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F L-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed- and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) , Ja me D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE,EUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation diagram of an aluminium single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08110/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) C. CALCULATIONS r 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No.114128.03) 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 EJ. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers' dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT IndIl tries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011; signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, PTL -4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-11322.06 and 05-1018. 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.L", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 . 1 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LANAI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6118' LAMI CONSISTING OF (1) LITE OF lAr ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. NIS' LAMI CONSISTING OF (2) LITES OF 1B' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .M DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E 716' LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7118' LAW CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13118' LAM1 IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 5118' LAMI CONSISTING OF (2) Lnu OF 1I8" ANNEALED GLASS WITH A 080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H.13118' LAW IG: (1) LITE OF 1N' TEMPERED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 1B' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENEo LASS WITH A AM DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER 1.13/18° LAW KG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 8118° LAMI CONSISTING OF (2) L lTI:S OF LIS' HEAT STRENGTHENED GLASS WITH AN AW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J.13f1(' LAM1 IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/18` ANNEALED GLASS WITH A 080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER K.13118' LAMI IG: (1) LITE OF Wr TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 311(" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS. L 1311(' LAMI IG: (1) LITE OF mr TEMPERED GLASS, AN AIR SPACE AND 7118" LAM CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ®M.13118" LAMP IG: (1) LITE OF IV ANNEALED GLASS. AN AIR SPACE AND BMW LAMI CONSISTING OF (2 MAXIMUM PVS INTERLAYER ) LTTES OF 1l8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR 2. CONFIGURATIONS: "OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130D•02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4848, FTL4848, FTL4847. FTL4848, FTL 4848, FTL4860, FTL4861, FTL-4723, FTL4W, FTL49M AND FTL-5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -20M ALUMINUM DESIGN MANUAL 8, SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SHIM. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVH27. �.....��.., .......� NOIC08�I�, FL842Ta V,,vt6ly Ferrer Std; NM i 11 1 "4040-m NOA DRAWING MAP SHEET GENERAL NOTES_........_.1 GLAZING DETAILS__- 2 DESIGN PRESSURES ._.... 3 EL.EVATIONS_._......_._- 4 VERT. SECTIONS.__ S HORIZ. SECTIONS__.. 6 PARTSLIST.....»......».M_. 8 EXTRUSIONS.....»...»........ 7 CORNER DETAIL......»._.. 7 ANCHORAGE......--..--.. 8-11 i�Q�•• ... 10NP�;�.�. A. L pN P.E. FL P.E.# SSM 36,87,88 or 95 3L BITE NGTHENED GLASS INTERLAYER NGTI ENED GLASS 6/16" LAMINATED GLASS 112° NOM. GLASS SITE 1 or 118' ANNEALED OR HEAT STRENGTHENED GLASS 860 SOLUTtA OR DUPONT PVB INTERLAYER :X. IW ANNEALED OR HEAT STRENGTHENED GLASS 6110° LAMINATED AIRSPACE IW ANNEALED OR TEMPERED GLASS 19118" NOM, 13/16" LAMI IG GLASS W/ 6/16" LAMI P.O. BQ�C 9@B 4ED1�88, F1.84Zl4 )M. SITE ® NOTE: LAW IG OUTBOARD LITES MAY BE UPGRADED TO 311W WITH NO CHANGE IN DESIGN PRESSURE. <D EXTERIOR INTERIOR [> (ALL SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS .= SOLUTIA OR DUPONT PVB INTERLAYER 3RW ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE 9 3M8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED AIR SPACE 118" TEMPERED GLASS® 13118° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ALUM SINGLE HUNG WINDOIN IMPACT Beatav �nao FUR 1 2 11 e o 4040-20 SE *,e: k : No.88705 lee 10, A. Lt/IbRf MILL P.E. FL P.E.# 66706. BASED ON FLANGED GLABS TYPE uy STANDARD VIEW 3 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DMNSIONS WINDOW HEIGHT V*q"H GLASS TYPE as 316" 44' Be ow or 72' 74' TABLE 2. 78" 48" A. MA +60.0 .Wo +80.0 -80.0 +80.0 -60.0 +60.0 -60.0 +70.0 -70.0 +70.0 70.0 +70.0 -?MS. w A,B,M +boa -K0 4ftO -W.0 +80.0 40.0 +7NI.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 or A.B. +4.0 -K0 +f D -10.0 +80.0 40.0 +76.9 -78.9 +70.0 -70.0 +66.6 4 &8 +87.6 47.6 as 1w A . +60.0 40.0 +KO .40.0 +00.0 40.0 +7a.0 -76.0 +86.0 4MO +66.7 .86.7 +86.8 45.5 uP TO (f3 C.b.1-F,G.H,LJ.K,L +D.0 4m.0 +so.0 -80.0 +6o.0 -eDo +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 1 •70.0 'O' MEETING RAIL. HT. „X. H �. MEETING RAIL -7 'x^ s igsH W i1T. •O" MINUS SASH HT. HT. MEETING RAIL G. 13118' LAW lG -111r T. AIR SPACE, 6118' LAM[ - ('111r.6 -090,11111A) FTL4848, 4723 - H.13116' LAMI 14 -'U8' T AIR SPACE, 6118' LAW - (U6'A,.09a,wT@) FTL4648 L 13118' LANA IG - V8' T. AIR SPACE, 6118' LAM] - FTL-4848 J.19/18' LAMI IS -116' T. AIR SPACE, 7118' LAMI - 8A,.090, S/18'A) FTL.4649, 4880 K. 1 18' LAMI X3 - US' T, AIR SPACE, 7118' LAMI - (3118'A,.090, 3/18'HS) I L-4849, 48% 4988 L 13118' LAMB IG - V8' T. AIR SPACE. 7/18' LAMP - (311WHS..090. 3/19M) F71, 4649, 4680 Ell NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES, NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818" MINIMUM TO 38' MAXIMUM. D 1 ACTS 1 8 cell 1 4040.20 PAo56705 �-C 8xK �; .. FLoR1CA .,� SSIONAX of A. LYM rkldi P.E- FL P.E.# WM 53 •I18' MAX. FLANGED WIDTH® 62 U8° MAX. I.F. WIDTH 49 SW MAX. FIXED DLO (ALL) 17G MAX — — 76" MAX SEE DLO I.F. A A I.F. TABLE 0 j I HpHp TABLE O ® 78' I lAx 70"1 4AX FLANGED FLANGED SEE DLO 8 118" HEII lHT HEI TABLE K MAX SEE DLO / SL (ANX) S TABLE X j NO 4 481/4 MAX. vENT DLO (ALL) DETAIL B DETAIL A VIEW (STANDARD SASH) 1/1 +� B E 1 I. T6' MAX 175• MAX I HEIF E—+I HE[ HT STABLE O EE DLOI SEE OLO TABLE O 78" MAX / 78" MAX. 11 FLANGED FLANGED HEIGHT HEI SEE DLO TABLEX j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2 SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. P.O.BQXI�B NOIR FL 84274 C -•-I O C00 X j DETAIL C VERTICAL D OPENING DETAIL IXED LITE LOW SILL - HIGH SILL A 34 1t2" 34 3/1 B 41518" 41 114" C 41 1/4° 40 718" D 52 5/8" 1 62 11118" E 521/4" 525M8" SASH DETAIL LOW SILL HIGH SILL A 34 112" 34 3118" B 27 7118" 27118" C 277M8" 271!8" D 16318, 15 3/4 EIS 318 15 3/4" ABLE 5. ILUM. SINGLE HUNG MNDOW IMP b.wlm8uac aua ! 4rw a,= NTS 4 e 11 1 4040-2a I.F. HEI HT 78' MAX. FLANGED Hp H7' S 4 "%' -,( %YNN blj( ��", 1 * : No• 68705 '. LUZ STA of fII 2�•^ �'�O�IC••. FLOfn�A��: S.%ON... �. A. I P.E. FL P.E.# 68705 I III INSIDE v (LOW SILL) SEE NOTE ABOVE ULTRAUFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1)W FROM EACH SIDE OF SASH. !NSIDEVENT DAYLIGHT OPENING I 1 I V Igo NOTE: BALANCESED ® BASED ON SASH= 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE MAX WIDTH SECTION A -A INTEGRAL FIN Q.F,) FRAME SECTIONS ,&- INSIDE 47 HIGH SILL LOW SI).L HIGH SILL 4s LOW SILL HEAD A 68 2.710• ®LF. FRAME 53 u 12 ONLY SECTION SECTION C -C ALTERNATE HIGH SILL RADluTOP (HEAD -FLAANGENGE D V VOTEMOMIAMMUSECTIONS N aW6 �� ALUM. SINGLE HUNG IM P.O.BQ%16x8 I,q.867►4 WOP& ggmr wrrlmk exert SHM gaff 6 u 19 IMPAC 4040-20 svos I StA Z: ' 'oit� •.. FLOR►�P�aG'�� A. L4V6I6EF3. F_ FL P.E.# 56708 �•�2.764� 1.383 O FLANGE FRAME HEAD #4002A,6OWT6 .082 2.8302 30 1749 FLANGE FRAME SILL (LOW) —77 \ / 84003C.80eiT8 1..12.710 1.613-738 .062 + s.49D I r—.040 I FLANGE FRAME JAMB O 5#26, 6�T6 17 SAS #4053,=346 \J #4004,0003-T6 (USED AS RADIUS TOP HEAD) 1 or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME,& 6or50 �'� llllr►.'m'�ill . 'r SEALANT -OR GASKET N.\rjjUL___.!OSS (2) AT HEAD AND SILL I VIEW D -D VIEW E -E (1!1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — — .060 1 1.165 F 2.326 I 1.086-1 �I 1.342 41 GLAZING B 6/16° _i 0 840398.6663-T6 ,.979 '082 1'MT '� SASH SIDE RAIL on I :1 84008.6063•T6 21 FIXMEETING RAIL 23 SASHTOPT RAIL, 28 SAS7 r6RAIL (Lo`M .o6n 1 ,J378 2.326 1.088--WWW-+—�I� .082 2.048 O GLAZI BEAD 7/18° AM f "-2.784--► I 69 FLANGE FRAME SILL (HIGH) A.6063 -T8 SASH BOTTOM RAIL (HIGH) r. / 84051A, W53 -T6 NOMM s, M 51878 PIMNOIODm" 5/774 �± 1 .066"",.I� .676 1.11""6. ,.. " � `i"�� 45 GLAZING BEAD, 7116" 45 (USED W/ GRILL VJT) I .06D --k—•876 1096—IF— —1 1 42 GLAZING BEAD, 6/16" #40445,6063 -TO (USED W! GRILL KIT) :4-060 —1 -+I 1.07 ` I Iint1 7 «11 84067,60633T5 * : 00.56705 A. Ll%( tm l P.E. FL REX 58705 ANCHOR QUANTIFIES FOR 111 FLANGED WINDOWS TABLE 6. Wff=W HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.803 1 52.603 58.803 64.603 78.000 ANCHOR TYPE p -p Up p UU U 8-� WdDOW GLASS . �N'U p-U4-$3NoQaJ�J�N'paJ8 WIDTH U } 19.125 C,D,E,F,G, 1 1 1 KW.KL 12111 1121112221222222222222222222222222222232233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 -2F2 1 1 1 cO& A,B,M 1 1 1 1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121111121112221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 9 1 24.0 _1 KLJ,KL 1 21 11 21 2121 2221222222222222222232222232223332233 A B,M 1 1 1 121112121212221222222222222222232222232223332233 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 _1 _1 _1 _1 _1 C,D,E,F,G, 1 1 1 KW,KL 12122223 1 1 1 1 1222231223232223232223332233R21 1 1 1 1 1 1 1 1 2 1 1 2 1 1 33343344 2 1 1 121212222312232322232322233322333 343344C,D,E,F,G, 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 1 2 37000 KLJK'L22121223232223232223232323342333343$3344A,B,M 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 1 2 22423 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 213 3131314131 3 -3T4 3 5 3 3 4 4 PSF 79. C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,4J,KL 2212222322232322232323232423333423343b33344b3344 A,BM . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2l 2 2 2 3 2 3 2 2 2 3 T23- 2 3 T2-3 2 4 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 4 5 3 3 424 PSF 79 44.000 C,D;E,F,G, 2 2 2 H,I,J,KL 2 22222232223232233242333342333342334353334453445 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 334453445 PS 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,IJ,K,L 2222222322233423343423343533343$3345483455 A,B,M 2 2 2 2 X"22 2 2 2 2 2 2 2 2 2 2 2 3`2 2 3 2 2 222222232223342334342334353334353345463466PS 72 79 79 C,D,E,F,G, • 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,IJ,KL 2 2 2 2 2 2 2 3 22 2 3 3 4 2 3 3 5 3 3444 8 344 5 4 845 8A,B,M 2 2 2 2 2 2 2 . 3 2 2 3 2 2 3 2 2 3 2 32 3 3 4 2 3 3-3F4 3 4 313131.4 3 5 —jF3 4 4 4 5 3 3 4 5 4 6 3 4 4 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4 ELCO TAPCONS 2: -1W ELCC 884 CRETE -FLEX ® 3812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181@° MAX. FROM TOP CORNERS JAMBS -171!2° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX BELOW MTG. RAIL ®$ILL -ANCHORS NOT REQUIRE) 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. .1ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCI(8 OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DEW PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF l l l u l u (DP LMTED) 198 2 HEAD2 DUCEREMW 2 3 complying wa uta Flodtt JAMB ABOVE 2 3 cO& MTM RAIL JAMB BELOW MTG. RAIL JAMB BELOW VINDOWS MTG. RAIL Froauu (FULL DP) l l l u l u HEN) 2 �� y �`iNN JAMB ABOVE 2 3 �1��o?mise*'% MTG. RAIL JAMB BELOW MTG. RAIL 2` : �O VINDOWS ilv Itlname s nP — -- — srsr a-. -- I E -4,M= ALUM , WNG3LEHUNG WINDOW , IMPACT a1oN+`��' J s,ewesc m,r saws8 ormew. A. L" kILP.�, P.E. l Fac F r.r v�sre� VLrlbb Bomar aww NTS 11 4040.20 D FL P.E.0 W05 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 3ll�TRATE: 29.655 37.155 44.655 52.155 58.655 87.155 74.655 78.cw ANCHOR TYPE. �o v o❑ U U o n U❑ U U o U v ❑ v o U v o WINDOW GLASSlQQza-QZal�ln�{ ZPQZQM Z ZM Z 2M QZ QZMoQ�QZMQ Z QZr�O Z Q lV•�J `VV VN,S,NCi V� NUwUN}'NU�tl`� NV�VNijNV U4, aN V�V"��NUPV WIDTH TYPE 7 S 18.125 C,D,E,F,G, KIAK,L 1 1 1 1 1 1 1 11 1 1 2221 1 1 1 1 9 1 _1 1 1 222221 2 222222222 2222222222322232322232 1 1 1 1 _1 1 1 1 _1 1 A B.M 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 111111222122222122222222222222222222322232322232 _1 PSF 79 24.1 KtJ,KL _ 1 1 1 1 1 1 1 1 1 2 2 1 1 1 7 1 _1 9 1 1 _1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 _1 3 2 3 2 1 2 2 1 1 1 1 3 2 3 2 2 2 3 2 A.B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ill 1 1 2 2 1 1 2 2 2 2 2 2 2 2 D2-2 2 2 a22: 2 2 2 2 -3T2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 66 77 32.0X0 C,D,EXA, KI,Ar%L 1 1 1 1 1 1 1 1 1 2 1 11 1111222222232222332233333233332233433243433243 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 9 1 9 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 89 67 79 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 11 1 111 2222 22 2 322 233322333 3 334 333323 343324 344324 3 FH,4-AKL 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3PSF64 79 62 79 40,000 , 2 2 2 2 2 2 2 2 2 2 2 11 11 11 22222223223333223343 2 2 2 334333334344334344M35 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1.2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 :4L3 3 3 4 3 3 3 :3L3 4 3 4 4 3 3 b 3 :4L4 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 -11-1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 HAAKL ill 1 1 2 2 2 2 2 2 3 3 2 2 3 3 31412131313 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 46 74 $1 74 79 79 48.000 C,D,E,F,G, KI,JAKL 2 2 2 2 2 2 2 111 1 11 2222225322333433334433444433444443644443fi4 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B M 2 2 2 2 2 2 2 1111112222225322333433334433444433444443644.44354 2 2 2 2 2 3 2 22 2 2 3 2 2 3 2 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 3 3 2 3 3 2 2ff43 2 3 3 2 3 3 2 3 53.125 KIAKL 1 1 1 1 1 1 2 2 2 2 212131313 3 3 4 4 4 4 31314141414,3 3 4 4 5 5±J3 5 4 5 5 4 3 :5E4 A,B,M 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1 1 1 2 2 2 2 212131313131313 4 4 4 4 31A 4 4 4 4,313111414 5 4 4 3 -Til 5 4 4 3 6 4 'mosimu 1 I MENa rI r i r7R►c7, seYsaar vc UA NQK0�8,FL 874 �°i1b°° 8N700 NMI 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2° MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 1&' MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1* LESS. 9. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: JAMB ABOVEL MfG. RAIL JAMB BELOW MrG. RAA. (FULL DF') i u i r r r HEAD 2 2 2 NN y `INN 4v , o� ''' st? •:'�9 �� JAMB ABOVE �� • ti'r • Jp MTG. RA a ` 68108 JAMB BELOW MiG. RAA. = * No �' � * o� i� � • 2�. ..... oma? DARD MEW M IMPACTSlONP� ;••�• A LYId� k11LLt P.E, ow.a., 4040.2a D FL P.E.# 68705 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD SUBSTRATE 17.126 22.668 FLANGED WINDOW HEIGHT NUS SASH HEIGHT TABLE 7. & JAMBS CUSTOM MI WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. 28211 33.754 392 1 44.839 50.382 65.925 ANCHOR TYPE: WINDOW WIDTH G GLAS i g N v o �O��TO-8or to) pp (Cj 0 NO'-OtdlNOPjN8-QN'NO�ON•Q048 () C t�]-'-----IzD-----11§- o t) O QO v a Za§N§'19.128KL U 0 Zo 9 1 92 SUBSTRATE 2 2 2 2 2 2 2 30.778 2 2 23 2 3 3 2 3 3 3 3 24 000 D,E F J, KL 1 1- 9 1 1 1" 1 2' 1 2' 1 2 1 2 1 2*"•2 1 1 .. 2- 1- 2• 3• - 1 1 3 2 1 1 3 3 1 2 1 3 1 3 1 3 ..--8" 1 1 ..3 1 3 1 4 32.0W U,E F J, . 1 1 1 1 1 1 2 1 1 2 1 1 1- 1 1 1 1 1 1 1 1 1 1 1 2 3 4 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 6 1 3 1 3 4 PSF 4 40.000 '74 79 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1_1_2 2 1 2 2 1 2 2 1 2 3 KL 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 �4 3 4 4 4 5 6 1 4 1 5 4 PSF 88 801,72 79 79 79 79 2 2 1 2 2 2 2 1 3 3 3 4 3 4 4 3 4 b 3 4 6 1 3 1 5 6 3 40.000 REXA 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2 2 3 3 3 4 3� 4 4 3 4 4 3 6 4 4 5 5 4 8 P 79 76 79 77 79 79 79 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2• 2 2 2 2 2 �6 2 2 KL 1 1 1• 2 2 2 3 3 3 4 4 4 4 3 b 4 3 6 6 4 6 4 6 PSF 78 78 70 79 79 71 79 73 76 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 KL 1 1 1 2 2 2 3 3 3 4 5 4 b b 4 8 6 4 6 8 6 6 PSF 79 79 83 71 79 84 74 88 77 1222 68 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 3 32 3 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 6 4 b' 6 5 6 8 1 5 1 7 6 1b 7 ANCHOR QUANTIT IES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEft9-IT SUBSTRATE 12.776 15.778 .18.776 21.778 24.778 27.776 30.778 31.108 ANCHOR TYPE WIDOW o r�$ "aRm �"FL2"�$�"' �+�. ��wt' Ngo$" N�"i�of 1: 1"'H"�`d WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 21-2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 •2 2 3 2 2 32.000 2 1 2 2 2' 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 1 1 2 2 2 2 1 3 1 2 1'3 3 2 3 3 1 3 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 40.000 '74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 1 3 1 4 44.000 88 78 2 1 2 2 22 2 3 2 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 b 3 4 b 3 4 48.000--2--T-2--F72 79 2 22 2 3 2 3 4 3 3 4 3 4 4 3 4 6 3 4 6 3 4 63.126 88 801,72 2 2 1 2 2 2 2 1 3 3 3 4 3 4 4 3 4 b 3 4 6 1 3 1 5 6 3 S P.O. BQ7C 1648 DBDIWW761, FL 34274 em= I A178 10 d 1i ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114° ELOO TAPCONS 2 -114° ELOO SS4 CRETE -FLEX 3 - 812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING ® DIMENSIONS: HEAD -18112• MAX. FROM CORNERS JAMBS -17 Vr MAX. FROM TOP CORNED 11 U2' MAX. ABOVE THE MEETING RAIL 8• MAX. BELOW MTG. RAIL IV MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 W MIN. TO 38" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS INTEGRAL FIN DIMENSIONS ARE 1' LESS. S. DESIGN PRESSURE LIMITATION: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAMMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED11 LIMITED}912 HEADI 2 JAMB ABOVEJ 2 MTO. RAIL (FULL DP) HEADI JAMB ABOVE -4--1 MTG. RAIL TABLE 8. KEY:. o MAX PSF (DP L.mmD)112 JANB BELOW1 2 1tt t I t i MTG. RAD_ Q' �•. is (FULL DP) BELOW 2e = is No. 68705 JAMB ATG. RAD- -1y /I (► f° N tll-Z� six or �'�`S,SIONAL A L;f Ikl (ILL.h3 P.E. FL P.E.# 58= TOM MEIN W. IMPACT .v- be 4040 D 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I &(SEE NOTE 4)] * :: , ; ,• 13W. MIN., I W TAPCON A •4.314' MIN., IW CRETE -FLEX (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE AN 1 114 --« MiR IW MAX. SHIM - 114° MAX. SHIM I '•s v• CONCRETE ANCA4M FH BELOW MEETINGFH BEI -CNN MEETING RAIL. (SEE NOTE 1 & 3) ® RAIL. (SEE NOTE 2 & 3) .7. 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSI MW. CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4% DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114 MIL 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114' ELCO TAPCONS OR 1/4SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (GS) OR 114' 884 CRETE -FLEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 1112 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 112". lxWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 112" THICK OR GREATER -INSTALLATION TO THE SUBSTRATE OF WOOD BUCK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTAINT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5053 -TS AND A MINIMUM OF 1!5" 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 FORTAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT MIPONENT FOR MULLED APPLK:ATION8. FOR INTEGRAL. FIN .MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. & ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FOC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2WS� 131' DIA. MIN. x 212" NAIL, AT CORNERS AND W O.C. OW—L. 114 MAX SHIM DETAIL F, (HEAD) MAX �+— SHIM I WOOD FRAME FRAME .131" DIA. MIN. x 212' NAIL, AT CORNERS AND 5" O.C. *111MIN. x 212" NAIL, AT CORNERS AND W Q.C. DETAIL E; (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 4o1a> oovLxnMe I mm....'m mm ZHORAGEDETAII Ms 4Nox shm INTS111 all FRAME k No.68705 i�:•� o II �y O IMPACT A.Li r'nVMu L P E 4040,24 D FL P.E.# WM JOB NAME: RESIDENCE 173 NE 107TH ST MIAMI SHORES , FL STRUZ TURAL CNGINEU dG CON&UMTS, 941C. 0EP,T;FlC.ATZ 01: ALITH. No. ES -0007761 CAK05 IMANUEL PEREZ, P.E. STRUCTURAL EN'Ci 7ER FLORIDA P.E. ",'o. N 2/ 2014. WNW il"y EiV 541 S TiTc- 0 (EGRESS) 0 IN DEN 54'-6" REAR NOT PART OF THIS EXISTING STEEL O HATH COLUMN (BY OTHERS) U O (EGRESS) KITCHEN FAMILY ROOM dj NOT PART OF � D O N THIS PERMIT GARAGE BEDROOM LEFT RIGHT DINING LIVING O BATH NOT PART OF THIS PERMIT 7 ® O NOT PART OF THIS CL BEDROOM D O PERMIT (EGRESS) FRONT © j 0 a1 N. ho. NOTE' r H-00071-81 MEAN ROOF HEIGHT: 12'- 6" F,f�! i?r; s',�;j JI;EL K --U. i P.E. :, i-?I_YC I L!a L EfJG!rarER ROOF TYPE: 3:12 FLC,R10A P.E. No. 54344 GROUND FLOOR PLANAlZ o 11 � ' �l•�Iol{-.� 1 bS� a -�9Q` m DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 06-2014 1 of W U � a z P DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.RZ. JOB #: 06-2014 1 of 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 PRES4URES, AND SIZE ARE PART OF THIS FM TT. ALL OTHEROPEN NGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN W1NID FORCE RESISTING SYSTEM OF THE STRUCTURE(.E: BEAMS COLS•) 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 FINLAND FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOT PART OF THIS PERMIT 3' IF L NOT PART OF ✓ W THIS PERMIT FRONT ELEVATION -C' 38 "A" %" X 51-1/2" (OX) HR-710° ALUMINUM HORIZONTAL SLIDING WI DOW-L.ML " HR 710" ALUMINUM HORIZONTAL SLIDING WA DOW-L.M.L N.O.A.: 11-1114.04 N O.A.: 11-1114.04 ZONE 4:+ 47.1 - 31.1 ZONE 5:+ 47.1- 63.1 GLAZING: 3/16" LAMINATED AeACT REsWANT GLASS GLAZING: 3/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE:118" ANN. GLASS EXTERIORLITE: 118" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX RBEPSAFE .090 DUPONT BUTACTTE OR SAFLEX KEEP8AFE MAXIMUM IN IMRLAYER MAXNMUMINTERLAYER INIERIORLITE: 1/8" ANN. GLASS INTERIOR LTTE:1/8' ANN. GLASS "B" M.O.93" X 31 -112'(1/4 -172 -1/4 -CONFIGURATION) " HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.ML N.O.A.: I1-1114.04 ZONE 4:+47.1-31.1 GLAZING: 5/16" LAMINATED ENPACT RESISTANT GLASS EXTERIOR LTTE: I/8" ANN. GLASS .090 DUPONT BUTACTTE OR SAFLEX REEPSAFE MAXIMUME4TERLAYER INTERIOR LITE: IIS" ANN. GLASS Alt f. N rt�-000773i " -Cii=aLL ciiGiiTH FL(3`r:I lA P.L. hd�. U844 DATE: 06/27/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 2 of 5 W � O x � t` 0 0 � DATE: 06/27/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 06-2014 2 of 5 NOTE 1: VANDOW SON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNfrS 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 OPENINW ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLS.) 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 FIffiA DIMENSIONS PRIOR TO FABRICATION NOT PART OF THIS PERMIT WOW �00-RESS) (EGRESS) .N COLUMNwG STEEL RiGi-rr ELEVATION (By OTHERS' "H" 37" X 50-5/8" (OX) ' HR -710' ALUMINUM HORIZONTAL SLIDING WAIDOW-LAMB. N.O.A.:11-1114.04 ZONE 5:+47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTfWORLITE: 1B" ANN GLASS .090 DUPONT BUTACITE OR SAFLEX REEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "E" 19-1/2' X 39 -IW "SH 7W ALUMINUM SINGLE HUNG WINDOW- L.M.I. N.O.A.: I1-1013.14 ZONE4:+47.1-51.1 GLAZING: 5/16' LAMINATED IMPACT RESISTANT GLASS EXTERIORLTTE: 1/8" ANN GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LTTE: 1/8" ANN. GLASS "D" 37" X 51-1/Z" (X) SERIES CA- 740 ALUMINUM CASEMENT WINDOW- L.M.I. N.O.A.:12-1216.09 ZONE 5: +47.1.63.1 GLAZING: 5/16" LAMINATED IMPACT ASSISTANT GLASS EXTERIOR LITE: I/8" ANN.GLASS .090 DUPONT BUTACTTE PNB INTERLAYER INTERIOR LITE:1/8" ANN. CLASS "G" 19.IA, X 51-5/8" "SH -700" ALUMINUM SINGLE HUNG VMMOW-L.M.I. N.O.A.: 11.1013.14 ZONES: +47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE:1/B" ANN. GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE, Vr ANN. GLASS 4::r? LO.0007761 5iFUCiti FL Eid( lh -ER P.E. Ft-ORI"5.4 ; r. mo. ,4644 DATE: 46/27/14 SCALE: 3/16" =1' DWG. BY: MAU. JOB #: 06-2014 3 Of 5 7/614 U � O x � _ rl �o .. ��' AAAA. AAAA DATE: 46/27/14 SCALE: 3/16" =1' DWG. BY: MAU. JOB #: 06-2014 3 Of 5 W U � O x � 0 �o DATE: 46/27/14 SCALE: 3/16" =1' DWG. BY: MAU. JOB #: 06-2014 3 Of 5 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 PERAIlT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS COLUMNS,FRANRNGXIC•) 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 WIDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FEED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. EXISTING STEEL^ NOT PART OF COLUMN (BY OTHERS).,.,THIS PERMIT �I 1 ijrr mv;' 1 i i li fi iif \1�1 ! �l� �i I. illi Iii ill �■ 1, ..;mol � Ian � REAR ELEVATION "F" 37-1/2'X51-IX(OX) " HR -710" ALUMINUM HORIZONTAL SLIDING W]NDOW-L.M.L N.O.A: 11-1114.04 ZONE 4:+ 47.1 - 51.1 GLAZING. 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLTM: 1/6" ANN GLASS .090 DUPONT BUTACITE OR SAFLEX IEEPSAFE MAXIMUMINTERLAYER. INTERIOR LTTE:1/6" ANN. GLASS "I° 74" X 50.516" (OX) "HR -71 0"ALUMINUM HORIZONTAL SLIDING VATMM.L.M.L N.O.A.: 11-1114.04 ZONE 5: +47.1- 63.1 GLAZING: S/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE: I/6" ANN. GLASS .090 DUPONT BUTACTIE OR SAPLEX IDEEPSAFE MAXIMUMINIERLAYER. INTERIOR LTTE: 1/6" ANN. GLASS _._LB -0007781 P.E. '.Gii EER FLCIF1111A P.E. Nu.v54844 I I 2 7 2 0' W U � a x rA I, a �u. L,; DATE. 06/27/14 SCALE: d a 8a JOB #• _._LB -0007781 P.E. '.Gii EER FLCIF1111A P.E. Nu.v54844 I I 2 7 2 0' a �u. L,; DATE. 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #• 06-2014 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WTTH THE UNITS NOTICE OF ACCEPTANCE -REFER. TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A DEEM 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 FRAN0*,ETCJ SHALL BE DESIGNBDBY 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 SELL IMMU NOT TO EXCEED 44" ABOVE THE FINISHED FL OR NOTE 5: WINDOW COMPANY SHALL FIffiA VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. IT -10" D Wk NOT PART OF THIS PERMIT LEFT ELEVATION "B" 19-1/2"X 39-1/2" "SH -700" ALUMINUM SINGLE HUNG WII )GW- L.M.I. NO.A: 11.1013.14 ZONE 4:+47.1 .51.1 GLAZING: 3/16" LAMINATED IMPACT RESISTANT GLASS EXTERIORLTIE: 1/8" ANN GLASS .090 SOLUIIA OR DUPONT PVB INTERLAYER INTERIORLITE. I/8" ANN GLASS .i) P �iXTlJRK. fit'!' !`r'' i *1, ;° ,: „ 9, : .,,,J7S, ;r;0 uuUi781 rL`-:RiDi'. {'}.L. No. 54b4 !UPd 2 7 2 4 .e S l i -i -r a� tlull0�iY1 DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 5 of 5 W z � C-0 W� �x �� o z o �a a DATE: 06/27/14 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB #: 06-2014 5 of 5