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WS-08-1508/kV idnit.55 Vali 01 Miami Shores Village Building Department J. eon 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle); Owner's Name (Fee Simple Titleholder)) Owner's Ade ess i C ea_ `mil City L�r It +_ 4E2 tate Fl Permit No. WS (1q 5O Master Permit No. Phone ,✓'°' 6 Kam` Tenant/Lessee Name Phone # Job Address (where the work is being done) 4Q or4•IH-) City Miami Shores Village County Mianii -Dade FOLIO / PARCEL # l (- Zip /2 Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name NO `7k .0 QC( (( 11n11 Phone # 0g (-(' Zip Ih Phone # State Certificate or Registration No Certificate of Competency No. Phone # �aa 6-30 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work ['Alteration Square / Linear Footage Of Work: ['New epair/Replace D Demolition * * * * * * ** *** ** *** * ****** *** ** ** * x *�x* Fers�x �x�x* �x�x�xa��x �x* * * * *�x* �x�x �x *�x�x�x�x�x* �x�x Submittal Fee $ Permit Fee $ (/ Y CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain .a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 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 after the building permit -ta aYaec r rzne cs or 'ch- iasiea°1 inspection will not be approved and a reinspection fee will be charged. Signature The fore day of wh. • er or Agent ing instrument was ac a owledged before me this / The fore , 20 0 by �► , day of Signature e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Contractor oing instrument was acknowl dged before me this C) 20 C by t •\ o is personally known t me or who has produced Sign: r,- Print: My Commission * * ** * * * * * * * ** NOTARY PUBLIC: Sign: Print: My Co * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) * * * * * * ** * *** * **** * * ****** Plans Examiner Engineer Zoning MIAMNDADE COUNTY FuG 2 3 2.148 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control I?aion. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com MISSILE IMPACT RATING: Large and Small Missile Impact • <- • • LABELING: Each unit shall bear a permanent label with the manufacturer's name one`] following statement: "Miami-Dade County Product Control Approved ", unless othe RENEWAL of this NOA shall be considered after a renewal application has been fil change in the applicable building code negatively affecting the performance of this p TERMINATION of this NOA will occur after the expiration date or if there has materials, use, and/or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising or any other purposes shall automatically terminate thi'l 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, 4;1• `allowed 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evide well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • • • NOA No 06-01 .07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202'94', 2) Large Missile Impact Test, FBC, TAS 201-94*. • • •': • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • ' • • • •• • along with installation diagram of a pair of fixed alum. windows "Alm transom lite • (0 /00 configuration) mulled together with a lx 2 x 34" wall vestiddl'JiulliO1fWid i 2 x • • 6" x 1/4" wall horizontal mullion, prepared by Fenestration TestiM,aborafory' Inc., . . Test Report No. FTL -2975, dated 01/23/01, signed and sealed by'Aiatbnio Acevg, o, P.E. • ' .. "Submitted under NOA # 04-0528.05" • •• •' • • • •••• C. CALCULATIONS • • • 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 1 E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 • • •• • • • • • • • • •• •••• • •• • • • • • •• • •••• • • • • • •• • • • • • •• • • • • ••• • • • •• •• • •• • • • • • • it • • • •••• • • •••• • • • • • •• • •• • • • • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS H W1 1 W2 w W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH H1 N TES; 1. THE 33 1/3z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THERF•QF ea $E MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND MO((T- IMpPAC7'• AGPW&T(4V. • • • ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS (-1. \\ 1CIh .-. f ir 1 r1 W1 W2 y/ W3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B C" OR "0" BOTH ENDS • MULLIONS H 1 -V/1 ( 1 / W2 MULLION W W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, 4. REFERENCE - TEST REPORTS: FTL -2902, 296,E AND .r90.. ELCO TEXTRON NOA: 04- 0721.014 03• -.0�5 0 • • � • • • ANSI /AF &PA NDS-200 1 FOR 1M/(MOD •G•NSTRPICTION • • • • ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2.0Og EDITION FOR► TOW HIGH WELOC4TY HURRICANE ZONE (HVHZ). • • • • • • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHMD:PI;OPERCt TO• T1kA10SF €R L(32irS ® TO THE STRUCTURE. • • ••• • • • • • • • ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DL, ILRMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W REFER TO SHEETS ROWlLP4ENEw® muvhi avitb wlirM. boee O} ( e«apteare g. -01 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L. Clark, P.E. PE #39712 Structural T■ INDUSTRIES Roved By: F.K. Rend Hy: F.K. Drown Ry: P.J.P. Description: 30/06 5/06 Revisions: D—ADD NOTES 5 & 6 Revisions: C—ADO TECH. REFS. 428/00 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, F1. 34275 P.O. BOX 1529 NOKOMS, FL 34274 TRW ALUMINUM TUBE CLIPPED MULLION Seder /Model• Scale: Sheet Drawing No. MULLS NTS 1 of 7 6221 R ••• • • • • • • • • • • _ • • ••• • • • • • • • 00 •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • ' PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK " MULL= F1" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT I x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1 " MULL i" TYPICAL #12 SCREW, SEE NOTE 3 SEE NOTE 1 WOOD BUCK REMOVED TO CONCRETE WOOD MIN. — BUCK 2 i "( TYP)1g(TYP MULLION TO MULLION INSTALLATION. DETAIL A" PGT 1x MULLION 2° 01? 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 MIN. SEE NOTES 2 & 3 TYP CAL, MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL. "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRLIt -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRI!L -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEF• SKl�IjS 5, 6 /�!D FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY 9F PINNING.SGRENS• F TO -CLIP TO BE HALF THE QUANTITY OF ANCHd1?•S FRO GL7; -1p 17P€ rla'• ( M I N I M U M OF 2 S C R E W S P E R CLIP). • • • • • • • • • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN AB?JGE Ai' FOR •PIC ?ORIAL • • • REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR 4IIF,[CPPLICA:ION! • ANCHBRING• ® OR LOADING CONDITIONS NOT SHOWN IN TH S DETAILS ARE• NOTi •PART :Of: 7145.• APPROVAL. ALL STEEL IN CONTACT WITH A NI=M :TO' PA1ITED OR PLAT£D» 6. REFERENCE TEST REPORTS: FTL -2902, 2903 Q. .AND 75. • • • • • • • • • • PGT 1 x MULLION 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOTE 1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. *TYP) SEE NOTE 1 2° OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS .5 L Robert L Clark. P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rated 13y: Dat • Revisions: F.K. 5%30/06 0— MODIFY NOTES 3 & 5 Raved 8y: Revisions: F.K. 5/3/04 C ADD EM8ED. DETAILS D, wn ty P.J.P. ,48/00 1 " HEAVY WALL, CLIP INSTALLATION DETAIL nve: ALUMINUM TUBE CLIPPED MULLION Series /Modek Sane: Sheet: Drawing No. MULLS NTS 2 aI 7 6221 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 5? 2 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 L AMAX. } A/2 O 1MAX. TLA_I A TWO (2) ANCHOR LOCATIONS A/2 © THREE (3) ANCHOR LOCATIONS MIN MINJL-A 1 ONE (1) ANCHOR © TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS MIN.TYP. (2)EQ.SP. (A- 3/4)/2 NOTES: •• ••• • • • • • •• 1. IMPORTANT: QUANTTTY•OF ANC RS IHOWN•ARE FOR' PICTORIAL REPRESENTATION QI Y.• • R :C4IR I: Q&4 I17TY OF ANCHORS, PLEASE REFER iO CHARTS 1• ThiRMIGH 4 ON SHEETS 5, 6 AND 7.• •FIND TAE CORRECT MU1 •S12E•AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE•APPUES Tip 414•DIMENSLON • SHOWN AS MAX. • • • • • • • • • • • • • • a • • • • • 3. REFERENCE TEST itQOI:TS+ FP. -002. x9QNQ 3 •A 2 7Z • • ••• • • • 83 MIN. O THREE (3) ANCHOR LOCATIONS 6 ® S X (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. @ (A- 3/4)/4 BMIN. gMIN. TYP. FIVE (5) ANCHOR LOCATIONS pYODUCrRENEWED eamptylag dui Raga Ilidding Cade 1711.4;117 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E PE #39712 Structural T INDU&TRIES Revd By sf3o /06 D NO HG THIS SHT Revad F. . g75/06 C- REDRAW, ADD DIM. &NOTE Omen Sy: P.J.P. 48/00 0-tiac 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY CANE NORMS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Tithe ALUMINUM TUBE CLIPPED MULLION Serfeq/Yale: MULLS Seam NTS Sheet: 3 of 7 Deming No. 6221 Rev: D 0410 • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • 000 • • • • • • • • • •• •• 1 1 8 2 8 3_,_ 4 2 1 21 32 x HEAVY WALL MULLS MAT'L: 6063 —T6 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • NOTE: • • • • • • • • • • • • • • • • • • • • • • 1. REFERENCE TEST REPORT Frir.4 2,• 2903: A L A7.1 • • ••• • • • 3 8 3T` 31 4 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS foisd; obert L Clark, P.E. PE #39712 Structural T■ INDUSTRIES Z Nevs� K 5%30/06 0—NO CHG THIS SHT 557 /06 Revisions: NNO CHG THIS SHT Drown sy P.J.P. 428/00 Desedpttan: 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 Titter ALUMINUM TUBE CLIPPED MULLION Sorbs /Mod•: Sane: Sheet growing No. MULLS 1 X 4 or 7 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) A (2) B (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 67 58 51 58 49 50 38 43 44 38 68 47 40 64 44 63 42 34 32 29 26 37 32 24 35 30 22 •62 •§2 41 41 11 •34 •9J•4 •29 ••28 21 20 • • 84• • €8• 20 • 62• '41: �i34• • 28• 20 32 30 24 19 16 27 25 20 16 24 22 20 22 17 20 16 18 18 17 17 16 16 11 • I�•• 15 •:5•vi_ • • • • • • • • • • 1 - • _ • • _ • a • • _ _ ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. Vertical Mull MW! Length Opening 4 Width Horizontal Mull Opening Width LI !- - Mull —' Length Multiple Mulled Units r Mull Length Opening Width 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. eaceUCT MUM aa�aisbAmoKdi. Meegomaatw TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E. PE #39712 Structural 1 DUSTWES Reset 8y 530/06 Raved 9y F.K. 55/06 DR NO CHG THIS SHT Ravish:sue C-MARKED REVISIONS Drown By: P.J.P. 48/00 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 RDe: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS NTS Sheet 5 of 7 Drawing No 6221 Rey: D CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B CLIP TO MULL (2) B (2) B (2) B (2)B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 56 56 51 51 48 48 45 43 43 42 42 40 40 67 67 57 57 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length �,Opening Width ' Horizontal Mull Opening With • • Mull • -t Length • Multiple Mulled Units • •• • ••• • Mull Length • • • 011en g••• lid • • • • • • ••• 4 • • • • • • . • •••. • • • • • •' • ••• • • • • • • • • • • • ••• • • •• • • • • •• •• • • • • • NOTES. 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRL. tL -FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. PIVIOUCTEVAD stameltftlth tbs Maids no i, .t2 • t44 • 91 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS d'ol/eG Robert L Clark, P.E. PE #39712 Structural 1 DUSTRIES Revsd By F.K. Raved By: F.K. 30/06 5/06 R 110 C 0 HG THIS Siff Revision= C- MARKED REVISIONS Drew 8y P.J.P. 428/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Sedea/Modee MULLS Scale: NTS Shoat 6 or 7 Droning No. 6221 Rev. D ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 CLIP TO OPENING (2) A (4) B CLIP TO MULLIe\ (5) B (3) A (6) B (5) B (2) A (4) B (5) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B 100 (2) A (4) B (3) A (6) B 110 (2) A (4) B (3) A- (6) B 120 130 160 (2) A (4) B (3) A (6) B (2) Pt (4) B (3) A (6) B (2).A (4) B (3) A (6) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 (5) B (5) B (5) B • (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 170 125 160 112 140 102 126 95 116 108 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 84 90 96 108 111 144 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 64 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 59 59 50 50 43 43 38 34 34 31 31 29 29 27 27 26 26 23 23 27 27 22 22 19 19 17 17 15 15 Vertical Mull Opening 4 Width Mul1 Length Horizontal Mull Opening Width • • Mull Length • • Multiple Mulled Units • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • •• • • • • •• • • • • • • • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRE1E —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Awlimige TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS «. t t. Clary, P.E. PE #30, 712 Structural ftT INDUSTRIES R F.K. 30/06 0—WO rCHG THIS SHT ae F.K. r � REVISIONS 5/06' Oran BF P.J.P. 48/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Medea MULLS Scale: NTS Sheet: 7 or 7 Ormrkg No. 6221 Rev. D ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • OS •• MIAMI COUNTY BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION y; � .➢ + 67 , Tf Wi 1 ' 71q8 L OFFICE (BCCO" �' �3 �' • 140 B" ® ® - -_ "o MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Buildiflggode, including the High Velocity Hurricane Zone. •• • •• • DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites ° �• ` APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Si lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp ti0 Acceptance number and approval date by the Miami -Dade County Product Control Divis MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXX—O0 • slower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, 1'. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • • • • • 0 ••• • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No r FL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS •••• • • • • 1. Anchor verification and comparative analysis dated 06 -21 -07 ana laser ' :cm: • • 09/25/07, prepared by PGT, signed and sealed by Robert L. Clar$,M. 2. Glazing complies with ASTME- 1300 -02 .•. • • •••• • • • • •••• • D. QUALITY ASSURANCE • • . • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • • • • • • •••• E. MATERIAL CERTIFICATIONS • . • : • • • • • • 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont DefiMmolirs" fob • . • "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. • • • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. • • F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \ 44■1 1. LL4AKC+4 ishaq L Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16° LAM! NOM. (.4651 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) UTE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O X_X XO. OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • •• INT. - 3/16" HEAT STRENGTHEND GLASS --• • • —► .402 --A • • EXTERIOR 1/2° GLASS BITE A EXT. - 3/16* ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER • • • • • • • • DUPONT BUTACITE OR • • •• • - . -- • • • • §Ap p4KEEPSAFE MAXIMUM s • • :- 3t16- uT ST ENGTHEND GLASS • • • • • • • • • • 3/8" LAMI NOM. GLAZING OPTION A OR B,,NOTT 1 • •. • eex • • • • • • Awed up FA: Das Ream Read 13g FA: teensy Px Rua 8%4/07 Oft A awawar • • • pARIFYFxr. OFeABB °vault 17il SSAMD6UMS•RE• • • Aro (mass= ast 70 CLAENODETAILA ADD GLA9130E0 t*C. Rte NOTE 1.0l ASSOIPI: SADO NO7ER Oft 821A77 • • 107! 7EG OLOOYU/0YE NONAI =. FL SUMO P.Q BQX 1529 MOMS, FL 34274 —► .465 7/16" LAMI NOM. •GLAZING OPTION C OR D, NOTE 1 VWMy Better NOTES AND GLAZING DETAILS NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as emptying with the IFIerida Wading Cede Dale CD4elaaa '2•417 NOA• 47— O424'. D MWmi Dade Product Control D°' Is,' I. ALUM. FRENCH DOOR & SIDE LITES, IMPACT eaeeaadee FEHO1 e: amav IX I 1 d /0 Dookoh 11005.1 Psa B • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LUTES THE LOWER DP FOR THE DOOR OR SIDE LUTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 88 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 3712 "I 6° 71 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0. -75.0 +75.0 -75.0 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 W TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OX( & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LUTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 2512" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 3712" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH SIDE LITE 103/4" 12 3/4" GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +75.0 -75.0 +75.0 +65.0 +64.9 • -75.0 +75.0 #11.4) +99.0 w -75.0 X59■0 • • NOTES: Al. GLASS TYPES: A. 3/8' LAMI (118" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16' LAMI (3/16' A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. )0XO /OXX WIDTH =107 3/4" MAX. 0)0(0 WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 295. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LUTES DESIGN PRESSURE = +87.6 / -67.6 PSF �e. • • 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -3l•8 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -a7a` 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +5`§•Q +35.2 -35.2 L42r6 +34.4 •524 :416 -34.4 • • • • • 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 Rw•tee 00c _818.7 81.07 01a« 8 Rw•bs A ?/12/07 *said lip J... •34.0 +34.0 -34.0 *4480 -34.0 • • • r . • • • • REVEED A&EZma wP mamma xaw . COM EGLASSTYPESBMAx�81YfONOTES &ADO 8 REVISE NOT Et 285. AVOW- A7R7aE 70 TABLE IADZ • - REDUCE, MAX SAD PRESSURE N1®AQRL4f.AJLOPSFOR TARES •/11/07 EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LUTES DESIGN PRESSURE _ +43.1 / 43.1 PSF FOR COMBINED DOOR AND SIDE LUTES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • . • • roANn oQPslaw p • • DESIGN PRESSURES IIlOI� FLS• �• P.O.8Qx1129 8.84474 Web& Better The Approved as complying with the Florida •`a: 'ZOO Date y9. Q NOM "" Mod Dade Product Control ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD1W Soft Ix 2 d 10 110/71 -1 B ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• 73 1/2 1 MAX.° i 313 +SEE NOTE 3 ►f MAX MAX 3/4H 36 we SEE NOTE 4OX OR XO 371/2' I A MAX. 71 314" MAX. 24 9/16" MAX DLO (TYP) NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AB 5. • • • • • • • • • • 3. SIDE LITES OVERLAP 'X AND 70C DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 7CO','OX','0XO' 9000','O)0' AND '0)063' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X AND 'XX' DOORS AS FOLLOWS: ('XiDOORO = WIDTH* 5.646)• Foe DOOR = DOOR WIDTH/2 - 4.079) • • • 36 3/4° MAX. 33 5/8° MAX DLO (TYP.) 143 3/4" MAX. SEE NOTE 3 . 38 3/4' _...I I MAX E� O 1 I 1 � � 49 1 4 lE O m� 1 4 lE\ 1 XACT. . I „,C , /E�" X INACT. I � ' 4. O I I � � o 1 x 1 SEE NOTE 4OX OR XO 371/2' I A MAX. 71 314" MAX. 24 9/16" MAX DLO (TYP) NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AB 5. • • • • • • • • • • 3. SIDE LITES OVERLAP 'X AND 70C DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 7CO','OX','0XO' 9000','O)0' AND '0)063' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X AND 'XX' DOORS AS FOLLOWS: ('XiDOORO = WIDTH* 5.646)• Foe DOOR = DOOR WIDTH/2 - 4.079) • • • 36 3/4° MAX. 33 5/8° MAX DLO (TYP.) 143 3/4" MAX. SEE NOTE 3 . 38 3/4' _...I I MAX E� O 95 MA 4 lE O m� 1 4 lE\ 1 XACT. . I „,C , /E�" X INACT. ' 4. SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8° MAX. DLO (TYP.) • • • •• • OXXO G G SEE NOTE 4 4" C. DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH IC = DOOR WIDTH - 1215/16' DLO WIDTH 70C = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8" �.pyrw in: cr.Pjug with the 11.01;'ccTf'LitaP. `.are Pt' • • • • FJL 6160/ 6 CORRECT VERTICALOLOA9DFO1.8AAS • • • • A AE0010F01008A0FOR DOOLV1081DELHEN31200011110DIAL • 8EY7&YDEAOBp rApDSPR4YWAOf.Ni®xBQAL7 RK osio 1/72107 J.i 021/07 • 0 1 0 o*u TECANCLOOY FLM *RIVE t aXtaa• • • P.D.BOX1679 NOKOMIS, FL MR Vi i1/ y getter ELEVATIONS R1/ ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 eels NTS 3 s 10 Dowl0110. 11005 -1 B 11 cv Gj 211•7 Robert Lf 630, P.E. PE 039712 StruoVUe1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MAX. DLO Lr INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A A VERTICAL ReweliF 0000r [i7807 a FJC FJC FJC Datte war/ A ladw 707 000 d J.J. NOdiANGIE'O88&EE7. EXTERIOR MAX DLO •• ••• • • • • • •• • • •• ••• • • _____RA__. MA SI Ln HEI •• • • . • • rI; • • • • • • • - - • • 2.50 • • • b SL SECT. B-B •VEPACAL • • • • • 0- • • • • • • • • • • • • • pe • • P.O. BQX 1528 NOKOMIS F1.34074 Vi ih, &Her SHOWDOUBL E HOLLOVVHFA0SECTIONAT WRIERA88l .Y APi1107 INTERIOR E E HT SLVIEWG -G CORNER ASSEMBLY Approved as complying with the Florida Bannon Code Date c9c7 i 77,ao7 NOAH hiked Dade product Contol Dy L ads eau EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 06000 6a•: elm Dew0211a FINO1 1/2x 4 a 10 11005-1 B •• • • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • MAX DLO DOC SECT. C-C HORIZ. MAX. DLO MAX. x WIDTH Ol MAX. SL WIDTH DC SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) f+ -MAX. SL WIDTH ---+I INTERIOR EXTERIOR t �wk tie � C Florida Date DOM Miami Dade Product antral BY 04. 1. 44ne J�c MAX. DLO SL SECT. E -E • • • • • • •• • •• • • • • • SL 'TABLES 1 ANIP2 • tartS ZHetirg 1 t2 • •• • FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) • • • • •- ar aA 90ORM71® E1OP7OBEGITOYEEd�NmE8 ®ELAP7DEECT.. FF e00 arc 87.07 X407 Don J.0 812!/77 • ••• -. • • MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) • • • • • • too was • P.O. BOX 1529 NOKOMIS, a 34274 Visi%dy Better ALUM. FRENCH DOOR & SIDE CITES, IMPACT 1/2x 5 a 10 11005.1 B Robert L P.le,k. P. PE 039712 Structural ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • ITEM DWG 4 PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 692013 SIDEUTE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 916B 60381 SIDELITE JAMS 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 8 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING 470989) 7 7832X12FPXP 48-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 68 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BE1WEEN THRESHOLD & FRAME JAMB) 67 412 X 1.000 SHEET METAL SCREW 9 998 70996 GASKET (BE1WEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3/32" X1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/T X 1" W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSW, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) 95 GLASS, 318" LAMI - 1/8" A .90 PVB, 3/16" HS 20 9151) 60380 FRAME JAMB ( OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5 98 GLASS, 7/16" LAMI - 3/18" HS, .90 PVB, 3/16" HS 23 1140 78X112PSATS 48 X 1.500 PH SQ A T/S 102 11008A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA 410 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B 410 X.825 PH. FL SMS .504-1 F i 60378M TRUSS CLAMP W 380 34 913A 35 1130 8TRODA 5/16-18 THREADED ROD .055 --.-11-■-7 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT 48 X.75 PH. FL TEK 3 CHANNEL COVER O 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 8083-T6 Florida l Bas Cohdc�«tia�� Date ' 39 997 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW 48 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 8984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) Mmmi a Product p i. ( . J 60200K WSTP.,Q -LON .190 X.200 HIGH 2.750 -� 46 1213 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1 i 1.000 sr Lcl.a� / f / !� �% 1ri 1 t GClink P,E PE Fi9712 Structural 47 929 48 1139 7634F 46 X .750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. • • ••• • • • • • • • 6R180FS RUBBER SLEEVE • • • • • • • • • • • • • a • • • • __ 50 51 930 41721 .650 .125_I STRIKE PL INSERT (INACTIVE PAUL) • • • • • • • • • • 52 931 7FRSPX DEADBOLT STRIKE PLATE • • *I,: • • i s • • i i • • • 22 89E MULL 53 1118 710X34PFA 410 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS • • • • •• • • ae.das arc Rats. • . • . • • • . • • • tdla �i� Nth, FL 81274 • • • • • po• • PARTS LIST Raab, F.K are •78.7 madam 8 . NO CHANGE TMSKEET: • • • • ALUM. FRENCH DOOR &SIDELITES,IMPACT aF.K _an&•7 , �rrEedtareav�weara��awcmaF aaamix J.L ,u®.ararronaUsd. are 881M7 1 Hsi* arwrd: P0101 are 1/2x 6 a 10 acorn 11005-1 ar B alas FJG art 2=07 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.826 4.000 x1.750-1 1 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3. 3.111 1.400 .050 31 1 1.550 u FILLER HEAD ADAPTER 8083 -T6 1 FRAME HEAD 8083 -T8 .050 079 ICI 1.489 1.479 3.000 -.4 11 OUTSWING THRESHOLD 8063 -T6 ter.at• cats sra•o 1.750 4.728 4.100 DOOR PANEL CD SIDE RAIL 6083 -T5 r 1.b00 R J .750 t -T TRUSS CLAMP 8063 -T5 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 .050 3I8" GLAZING BEAD 8063 -T5 �- 3.100 ---I 6.085 5.459 • • • •• ••• SL HEADER 6O 6963 -T6• • .a60 • • •• • • ••• • '•• .' • 8 a.10o•' 1.479 1 4.675 r1 480-i DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 k-.525 .050 i7116' GLAZING BEAD 6083•T5 • ••• SL SILL f063 -Tri ZO DOOR FRAME, JAMB 6063 -T6 .890 .050 6Z SL JAMB 8063 -T8 .050 3.000 2.980 SL JAMB 66 ADAPTER 6083 -76 .250 - 1 1.820 3% WEATHER STRIP CHANNEL 6063 -T5 3e2 HINGE 8063 -T5 0.375 .125 Approved as complying with the Florida linollog Cate Date O ' - T i , ? 7 NORM h7. -.64 7 Q. ieo Miami Dade Product Control .1 f. CG4Hr Riled Ng FA: nrmrey Fx Oafs WSW Nobikaw B NO CHANGEDf135ME7. • • • • • • • • • trIs 614/07 ttaarlas A FJC 2w at.arseF J.J. • • ADO `D00R'roR&M2oa MASS BEDOIM ro mom. a1.44, 49&82 6/21NT . • • IMO S, FL 34 N NOMFL 34 MP • F.aBOK1sm FL WAS yysly Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD10f 1/2x 7 10 Daft 11005 -1 B ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • JAMB ZONE'/" HEAD 1 ZONE "C"� SILL } ZONE "C" SEE TABLE 3., SHT. 9 JAMB ZONE "A" I ZONE "ZONE" I A , w 0 XX . ‘v JAMB ZONE' A" I-ZHOHEAD NE-4--20NAD °--4 -Z -t JAMB ZONE '8" OXO w z N , SILL } Z,eE�ZONE"F°�ZNE SEE TABLE 7., SHT. 9 NOTES: I_ SILL ZON"ZONE "� ZONE SEE TABLE 4., SHT. 9 JAMB ZONE "B" L._ HEAD 1 0 SILL ZONE "E" SEE TABLE b., SHT. 9 JAMB ZONE *B" JAMB ZONE "A" HEAD HEAD EXAMPLE ZONE "D "ZONE "E"1 XO OR OX w z I ZONE E° " t ZONE°� SEE TABLE 8., SHT. 9 HEAD E E ED E ED ZONE "�ZON"F�? �� t Z t —ZON ""F°�ZON°F" _tZHEAD 1 JAMB ZONE "A" { / OR \` OXX f JAMB ZONE B E <XXO \` )1 , / SILL SILL ZONE °�ZONE"P�ZO N4 SEE TABLE 7., SHT. 9 •• ••• • • • • • • ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 314" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314° x 83 3/4° XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH °P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. �ZO N�ZONE"F'�ZONE"F"�ZO ILL N� SEE TABLE 7., SHT. 9 • • ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/411 UNIT, • • • 71 3/4"W IOC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2!1/4° EH00 S,�8,4,€tlyR,O� EtFLBR)(?.SOIIRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS t3"a(dfN.940:1, �NtgeTE: SSE p(1114PLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURAtION ABOVE THEN REFER #0 THE APPROPRIATE TABLES ON SHEET 9. • • • ♦- • • •- • • • • itendlhA are • • • • ttlx FX FJC ore 1W9A7 WNW Rgatgc 8 Asoftloor A •OCHANGEODBta�r. • • • • CHUM MYOR> IeN1'7R1R ZONE FROM TO V. ADDISCHHORntss 7OSdURCri. FX aft 2/22/07 Ohoaldef J.J. bd' 9121/07 • •• P.O. HQxmo FL 94274 Visibly Bettor ANCHORAGE, CONFIGURATIONS Approval as comb; .ng wilt the Florida Bulling CoAe DOa tX7-6 .7f7 iVOAtl 67 Zri asrd MIam, Dade Product Co n ALUM. FRENCH DOOR & SIDE UTES, IMPACT Belli ede Bole alga � Fa1o1 NTS 8 a 10 �11008 -1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 71 A } - JAMB ZONE "B" - 1 C I , . I o c / \\ OXXO 1MB2 )1 C \\ / �ZO N�ZONE"F'�ZONE"F"�ZO ILL N� SEE TABLE 7., SHT. 9 • • ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/411 UNIT, • • • 71 3/4"W IOC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2!1/4° EH00 S,�8,4,€tlyR,O� EtFLBR)(?.SOIIRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS t3"a(dfN.940:1, �NtgeTE: SSE p(1114PLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURAtION ABOVE THEN REFER #0 THE APPROPRIATE TABLES ON SHEET 9. • • • ♦- • • •- • • • • itendlhA are • • • • ttlx FX FJC ore 1W9A7 WNW Rgatgc 8 Asoftloor A •OCHANGEODBta�r. • • • • CHUM MYOR> IeN1'7R1R ZONE FROM TO V. ADDISCHHORntss 7OSdURCri. FX aft 2/22/07 Ohoaldef J.J. bd' 9121/07 • •• P.O. HQxmo FL 94274 Visibly Bettor ANCHORAGE, CONFIGURATIONS Approval as comb; .ng wilt the Florida Bulling CoAe DOa tX7-6 .7f7 iVOAtl 67 Zri asrd MIam, Dade Product Co n ALUM. FRENCH DOOR & SIDE UTES, IMPACT Belli ede Bole alga � Fa1o1 NTS 8 a 10 �11008 -1 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7.0X0, XXO, OXX & 0)0(0 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY S CHDRS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE 8 SUBSTRATE A, B, 0, 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B. C, D GLASS TYPES ANCHOR TYPE & SL233TRATE A, B, C. 0 GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, GONG 2,3, WO>D 11,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DCORWmTHS LOAD ZONES °X" - 25.50 TO 37.50 P a ad-i g7m -j x x d it x 2 a g7m -, x x "XX' - 47.75 TO 71.75 g m I' - q ~ ,0 "O" - 10.76 TO 36.75 m m 6 1 0 ;� m 6 o X - 25.50 TO 37.50 6 a mg ' x x 9, m 0 0 °X - 25.50 TO 37.60 WV - 47.75 TO 71.75 {� 6 - 6 v X m 6 q 4 x WIDTH x Ht wont x HT. WIDTH x Hr. SIDE LITE WIDTH x HL: SIDE LITE YNmTH x HT. 25.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.75 83.76 87.75 91.75 95.75 4 3 6 4 2 3 10.75 x 79.76 83.76 87.75 91.75 95.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.751 12.75 x 79.76 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4H2 4 21 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x79.76 83.76 87.75 91.76 95.75, 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1' 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 4 1 2 4 4 1 2 4 2 4 2 27.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 12.75 x 79.75 83.75 87.76 91.75 95.75 12.75 x 79.75 83.75 87.76 91.75 96.75, 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 4 2 6 2 7 4 2 5 5 4 7 4 2 3 4 2 4 2 4 2 4 2 Approved as campiylag with dm Florida wd1UgCode Date o•T /Q/ ?MO NOM Miami ad]•rductCon �o 11L�� Dade Product Control r By I S�a.9 ) 415 6 2 7 4 2 6 8 4 7 4 3 5 4 2 4 2 4 2 4 2 29.50 x 79.75 83.75 87.75 91.75 95.75 6 2 8 4 2 3 56.75 x 79.75 83.75 87.75 91.75 95.75, 5 4 7 4 2 3 19.00 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 19.00 x79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 4 3 4 3 19.00 x 79.75 83.75 87.75 91.76 95.76 4 3 4 2 5 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 3 4 2 8 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 5 6 4 8 4 3 6 4 2 4 2 4 3 4 2 31.50 x 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 59.75 x 79.75 83.76 87.75 91.75 95.75 5 5 8 4 2 3 21.75 x 79.75 83.75 87.76 91.75 95.75 4 2 4 2 21.75 x 79.75 83.75 87.75 91.75 95.76 4 3 4 3 4 3 5 3 6 3 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 2 8 2 8 4 2 5 6 6 8 4 2 3 4 2 4 2 4 3 4 2 6 2 8 4 2 5 8 6 8 4 3 5 4 2 4 2 4 3 4 2 8 2 8 4 2 5 8 5 8 4 3 5 5 2 4 2 5 3 4 2 7 2 10 4 2 5 8 5 8 4 3 5 5 2 4 2 6 3 4 2 33.50 x 79.75 83.75 87.76 91.75 95.75 6 3 8 4 3 3 63.75 x 79.76 83.75 87.76 91.75 95.75 5 5 8 4 2 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 2 4 2 27.75 x79.75 83.75 87.75 91.75 95.75 6 3 5 3 5 3 6 3 8 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 4 2 8 3 8 4 3 5 8 5 8 4 3 5 5 2 4 2 5 3 4 2 8 3 8 4 3 5 8 5 8 4 3 5 6 2 4 2 5 3 4 2 7 3 10 4 3 5 8 5 8 4 3 5 6 2 4 2 6 3 4 3 7 3 10 4 3 5 7 6 10 4 3 5 6 2 4 2 6 3 4 3 35.50 x 79.75 83.75 87.75 91.75 95.75 6 3 8 4 3 5 67.76 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 6 36.13 x 79.75 83.75 87.75 ••• 911.760 • 95.i5D 8 3 4 3 38.13 x 79.75 83.76 87.75 91.75 95.75 6 4 6 4 7 5 7 5 7 5 36.13 x 79.75 83.75 87.75 91.75 95.75 8 4 4 3 6 3 8 4 3 5 6 5 8 4 3 5 6 3 4 3 6 4 4 3 a .k-. 6 3 8 4 3 6 6 6 8 4 3 5 7 3 4 •4 3 7 6 4 3 7 3 10 4 3 5 7 6 10 4 3 3 Se •5 7 •3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 7. 8 .4 *••• • 3i 7 5 4 3 1: f n' I b .4 v GL- 37.50 x 79.75 83.76 87.75 91.75 95.75 6 3 8 4 3 5 71.75 x79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 g 38.E x 4.7 ••• 83.180 87.75 91.75 0 9516 86 •4• 3 38.75 x79.76 1 83.76 87.75 91.75 • 95.75 8 4 B 4 7 5 7 5 7 5 36.76 x 79.75 83.76 87.75 91.75 95.75 6 4 4 3 6 3 8 4 3 6 5 6 8 4 3 CD 8 •3 •4 3• B 4 4 3 7 3 10 4 3 5 8 5 9 4 3 5 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 3 6 7 3 4 3 7 5 4 3 7 3 10 4 3 5 7 6 10 4 31 5 7• • 15 4 91 7 5 4 3 lbrca ,� • • • P.O.SQX 1879 NOKOMIS F134274 �• a ANCHOR QUANTITY ZONE TABLES ALUNL FRENCH DOOR 8 SIDELITES, IMPACT J( 2/ l % I LClehc, P.E. 039712 Stumural ONO* a� armor • a,:ll* FA: a asarA .E .. D. MAME MAE8,.NFM�OE 'C'70'0'ANDCOLt9P/A Qnr0F F.K SHIM aiaz 2/12/07 A (UAW* .LJ. AOD'S8'7ONCHOTTYPE3. Orr I 82107 Visibly ar.Tewe F0101 awe NA mwe la.ww 9 d 10 11006 -1 -_ B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• s•.• • • • ••• • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 318" MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 114" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 114" MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 olis ftianti 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 ExT. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 314" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/8" MIN. DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3M" TYPE 2 (CONC) 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/4" MIN. E.D. 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 11.1.■111111 /IP R4 teem, • 3/4" MIN. E.D. DOOR JAMB (WOOD) 13/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 20R3, 2X WOOD OM NOTE 1 1.6 KS! MIN. CMU OR 3.41(81 MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 i. 1/4° MAX Lam_ 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4° MAX SHIM moo .„„ MIME INIEj1111 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) •1 /4 1 3/4" TYPE 2 (CONC) 3° MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4° MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM NOTE 3 —1I4" MAX. 1 3/8" TYPE 1 1 3/4" TYPE 2 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 mIN. E.D.r— 3.41(81 MIN. CONC. I 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DIsaiNcArgoy cgNrEg OF 4NCJIOR /2 CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDIED•1 368" MINXTYPE 0). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. tLWOOD,PLIC. 6S4RE.0,,, P10e4L:IF ellIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION-TO THE sus-rams O BCC TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• ••• •• • • • •• 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GOUT AND WOO OR /AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • --• • • • • • • • • • • oposavvve isi• • • ger• • P.O. 8QX 1828 NOKOMIS Fl. 3474 Visibly R,.ttcr DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.41(51 MIN. CONC. MIN. ED. SIDE LITE SILL (CONC) SHIM 318" TYPE 1 3/4" TYPE 2 Den Mask= wed FJC Renal* FJC Dam* F.K &ft 988107 Dm* 8H4/07 smow 2/22/07 "rakes • • • • 8 MO CHANGE THISSEEE7: S.W.. SPED TYPE 1 &IIEMBED. CO CCO1C.DEDULS. SPEC. TYPEISSONADD A DETAILS. ADD ANCHOR IMES TV NOTE I. ancialdtte 6/21 /07 I Approved edept • ..e; o ath Me Florida Boohoo Code Due C-7 k 'Pot, NO" r::EZ=a-,-0 Miami Dade Product Control ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT SeolaSords Dorelgth "D101 NTS 10 d 10 11005-1 B ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • 8 • It • • • • • • • • * ea • • • MIAMI•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinucode, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Produc t •C'bt4rol Division that this product or material fails to meet the requirements of the applicable lyuildin code. • product is approved as described herein, and has been designed to comply with tJ Honda Buis Code, including the High Velocity Hurricane Zone. s 41 41 • DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.MJs • • • • • • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller ingow, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /207,„prepare07 ROT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearingtd /Liami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expirati®n date bytke Miami -Dade County Product Control Division. ' MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant e • . ".'. 4141 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • 00.41 • .. • NOA No 07 -0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • • • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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. 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 20194.'. •• • • • 5) Cyclic Wind Pressure Loading per FBC, TAS2Q4 -.9.4 •.. •; • '. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202:94 • • Along with marked -up drawings and installation diagram of XOIC•altrt inum• • horizontal sliding window, prepared by Fenestration Testing LaboI fdr7, Inc', Test . • Report No. FTL -4$5$, dated 03/08/2006, signed and sealed by o • • • • • • Largaespada, P.E. • • •(Submitted under NOA# 06-0405.06) • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 : .'. • • • • • • • 2) Uniform Static Air Pressure Test, Loading per VBC.TAS 2312r94 • 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -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 -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per .,.� Product Control af;TY; NOA No 07-0. 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS • • • • • • 1. Statement letter of compliance, and no financial interest, dated 08;19#2007, si rie t. and sealed by Robert L. Clark, P.E. • • • •• • 2. Laboratory compliance letter for Test Report No. 1 TL- 5330, issaed.ty Fenestration • • • Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by J! f16$ S. Rtc$3 „. • • P.E. • 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 dX'TL- 48; p',; w issued by Fenestration Testing Laboratory, Inc., dated 03 /08 /200tpsitned and sealed . • by Edmundo Largaespada, P.E. • • • • • • • • • • • (Submitted under NOA# 06- 0405.06) • • • "" • • • . • •• • • • • • • •• • G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 50° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7 /16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3B' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI ID: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4' AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/18' OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTFRLAYER. 2. CONFIGURATIONS: OJX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONS=RUCTIstR • • • • • • •• ADM -2005 ALUMINUM DESIGN MANUAL • • • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMM., WITH iHEIREQUlRF_MEN IS C THE Fij.ORIDA ® HURRICANE ZONE (HVHZ). • • ••• • • • • • • • rmmee, FK. am. 4115/07 F.K aaa 10/17188 6 .sae, F.K Daft 5/13/06 f 6115: • • ADO FTL -5330 TO NOTES 7& CHG. NOP 8':0 CtRINT EDIT: CHANGE TO ASTM E 1300.02 • • • • • • • • • • • ADO AIR SPACE DIM. NOTE 1, TECH. REP NOTE P4 NOTE 8.• • Ddrn By F.K 2!28/06 J.J. 3/23105 err • • • 1070 TK>%NOLOGY DUNE NOK(U.IIS, FLl4275 • •• • • P.* DOX 1629 • NOKOpfitS, FL 34274 BUILDING CODE, CIENTir QRION4Nfij&1,OJNG THE HIGH VELOCITY :st , Visibly Better GENERAL NOES'-; " NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 rmr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sam/1.10 - am.s�ra HR710 NTS 1 m 11 4127 -10 C PRODUCT REVISED a; c ,, p1ying with tha Florida EtrhL_ag Code Acc,•, :znce No O O . 5.09 Expirtion Date 3F21 - 0 / /r ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • e • • • • •• •• • ••• • • 1/2' NOM. GLASS BITE 60,61,62 1/2' NOM. GLASS BITE 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS -.. — 5/16° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. •• ••• • • • • 13/16" LAMI IG GLASS W/ 5/16" L/I ••• RelWBr Dam: &Wears F.K. 4/15/07 C NO CHANGE THIS SHEET • • ••• • • • Render Dam: *Mews • • • • F.K 10/17/06 8 NO CHANGE THIS SHEET • • • • • • • • Ravad ar• Daic Rams. • • F.K. 5113/06 A ADD AIR SPACE DIM. TO LAM110 DETAIL • • • • • • • • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS • 1/16° LAMINATED 3/16" OR 1 /4° AIR SPACE 1/8° or 3/16' ANNEALED (MIN.) GLASS • • 13/16 NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • •• • ••• 0— • Ore°,Br F.K pear: CheeYed8r 228/06 J.J. 3/23/06 • PRODUCT REVISED s. complying with the Florida Bcilding Codc Amalgams No O — • - QQ Expiration Date 3F41 / Ey • • • •1070 TECINOLOGY DIME NOKC6IIS, FL•4276 • •• • • • P.0070X 1628 • NOKOMIS. FL 34274 GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1-15710 Full 2 11 4127 -10 C L Clark, P.E. PE 039712 Structural ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 318" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0_ -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, _ J,K,L +75.0 -75. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7 /16" A,B,C, G, H, I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +7 0 -75.0 +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 P'-'2, -31MSm eu Ccr ;ure ith 0u Florida Acctptonoe No O7_ 9. .o5 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.1 -75.0 +75.0 -75.0 75.0 -75.0 +75.0 _ -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75. -75.0 +75.0 -75.. +75.0 - .0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I J K L +75.0 -75.0 " Dmc.L�i'GGfr $v / r''- ' Y . 1. Product ' "0tl GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (0 : X0) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI- (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" MI 1G -1/8" OR 3/16" , 5/16" OR 3/8" AIR SPACE, . 16" LAMI - (1/8"A, .090,1/8 "A) H. 13/f69 • 1:G1 /8,0g 9/•1 ? , /16;; TR 3/8" AIR SPACE, 16" LAMI - (1/8 "A, .090,1 /8"HS) L 137 ' LAM1 =G- al:0I; 6 "416• QR 3/8" AIR SPACE, 6" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 1 '" IILANIISG -T /W :0 16 "l, 116; flit 1/4" SPACE, 7/16" MI - (3/16"A, .090, 3/16 "A) K 3/16" LAMI IG -1/8" 0 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" ' MI - (3/16"A, .090, 3/16 "HS) 13/16" LAMI IG -1/8" O' 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" MI - (3/16"HS, .090, 3/16"HS) a'/ 97./1 Robert L. Clerk, P.E. PE 539712 structural Ravaler FJC Data: 4/15/07 Revisal= C ADD INTEGRAL F114 OPTION & UP %A • r' E !300‘12 DP$ • ,: fir- • • • • • • • DES N PRESSURES T� ALU . HORIZONTAL ROLLER WINDOW, IMPACT Rene PK F.K. La4 • bmlaa 10/17/06 nev . 8 R A REVISE DP TABLES TOASTM 1300-02 • • • • 1070 • N)KQWRFL•1275 • 1P.O•Fr9x NUUKO'0S. C IIOLODY DRAM • 1529 • FL 34274 5/13108 • • • • a ADD AIR SPACE DIMENSI • GLASS 'NM Thai L. • • Dm Rr. FK p1. 2/2&/06 m.aeaeer J.J. pa. 3/23/06 Visibly Better ...b. HR71e saw NTS srae 3 " 11 O''�°A°. 4127 -10 mr C g ••• • • • • • F ••• • • • • • • • • • �L\ • • • • • • • • ••• • • • • • • • • i� "`••• • • • •• •• • • dry/ • •• ••• • • • ••• • • 27 3/8° MAX. DLO VENT 54 5/16° MAX. DLO FIXED O ii/ 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) r3D8 °MAX. DLO FIXED 33 9/16° MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES •• ••• Reveler Des: F.K 4/15/07 Read✓k F.K. Ddx 10/17/08 Reeder F.K. 5/13106 F.K 2/25408 56° MAX. DLO ALL VENTS 62° MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. • • • • ••• • • • • • • C • 73° MAX. WIDTH I.F.��AE• •• • •• I-.— 74° MAX. WIDTH FLANGE FRAME • • • ••• • • • •• Lit • DETAIL A - OX OR XO umtbGnx ADDIN1EORAL FIN FRAME MAX ChWEIVAS f1'C ER • ••• • C CONSTRUC77ON DETAIL FROM SHT. 6. • • • - • RerEaa • 1070 TEC•VOLOGY DRIVE NOKOWS,FL•4275 • • 1.0.139X 1529 • NOKOMIS, FL 34274 e NO CHANGE THIS SHEET • • I • • • • • • • • • • Rerbbs A CJeakeer J.J. NO CHANGE THIS SHEET 323/08 • • • • 27 3/8° 273/8° MAX LO VENT MAX. X. VENT F DLO 0 A f D D O 1 85 7/16° MAX. WIDTH I.F. FRAME -►i 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) . r REVISED with the Florida ;:ceN007`. .0 E 40[IOa Detc i4 Mi:. 15 • beateere ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1Y Better 8m�lmlet HR710 NTS Sheet 4 d 11 4127-10 //A abert L. Clark, P.E. PE 839712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • • • • • • • • • •• •• INTERIOR EXTERIOR �-�— MAX. FIXED DLO -- 1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE RAME) MAX. HEIGHT FLANGE FRAME INTERIOR 1-+— MAX FIXED DLO --I MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FII),FRAME) EXTERIOR •• «wedgy FK kereeay F.K SECTION C-C 6 (VERTICAL SECTION, FLANGE FRAME) • ADD INTEGRAL FIN FRAME, ITEMS 41, 4'4AN :43.!ND$IEWS. :.� • • • • Dee 4/15/07 Del« 10/17/06 • INTERIOR • • •• • • • • • '_ t •• • •• �• • • • •• A SILL (VERTICAL SECTION, I.F. FRAME) L • • _•_ • • • • 1070 72-EHROLOOY ORM•E • NOKOAA9. FL 33275 • •• • •• P 0419X 1929 • NOKOMIS, FL 34274 8 NO CHANGE THIS SHEET ItavadDr F.14 5/13/08 Reetslana A NO CHANGE 1168 SHEET • • • • • • • u.m ar F.K bake 2128/06 J.J. Dm 3/23/06 • • Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME)) PRODUCT REVISED es E. 07.71711 yiqg with the Florida C'odc A2cc wice No indicts Datc By SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 5 o 11 Davin p Flee 4127-10 C /7/71: " `Robert L. Clerk, P.E. PE 1439712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# REV DESCRIPTION MAIL PGP# ITEM DWG # REVI DESCRIPTION I MATL I PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GIASS,13 /16" LAMI IG•1 /8 "A, 3 /8 "ABR SPACE, 5/16" LAME (1/8 "A, .090 PVB, I /8 "A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 13/16" IAMI IG- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090PVB, 1/8 "HS) 3 #8 X 3/4 PH PAN HEAD 7834AA 68 " 13/16" IAMI IG- 1 /8 "A, 3/8" AIR SPAC>y 5/16" IAMI (1 /8 "1-IS 090 PVB, 1 /8 "HS) 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 " 13/16" LAMI IG- 3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "A) 6 4136 FLANGE FRAME SILL 6063 -T6AL 64136 70 " 13/16 " LAMI IG•3 /16"A,5/16" AIR SPACE, 5/ 16 " LAMI (1 /8"A,.090 PVB, 1 /8 "1-IS) 7 4137 SILL ADAPTOR 6063 -T6AL 64137 71 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI(1/8"HS, .090 PVB, 1 /8 "HS) 8 4131 ROLLER TRACK 6063 -T6AL 64131 72 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16" LAMI 1G-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE:, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 13 4002 A FLANGE FRAME JAMB 6063 -T6AL 612225 75 " 13/16" IAMI IG- 3/16 "A, 3/16" AIR SPACE; 7/16" LAME (3/16 "A, .090 PVB, 3/16 "A) 14 4134 GASKET FOR MAIN FRAME SIILJOINT 74134W/K 76 13 /16 " LAW IG'3/16"A,3 /16" AIR SPACE, 7/ 16" LAMI (3 /16 "A,.090 Me, 3 /16"HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 16 4110 G SCREEN ADAPTOR 6063 -T5 AL ' 64110G 90 1014 SCREEN FRAME (HOR & VER.) 3105 -1-114 AL 17 4054 B FIXED MEETINGRAIL 60631113-T6 AL 64054A 91 1630 SCRF I CORNER KEY W/RIN( 1OLYPROP. 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 WSTP.,250 X .270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 23 225-1 ROLLER HOUSING& GUIDE 42112HD 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CI01iI 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 1235 D SASH MEETING RAIL WS (P„.170 X 270 BACK, FIN SEAL 6063HS -T6AL 64006 675160 2.710 �2 33 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X BACK, FIN SEAL 61683G 2.824 7070 ' .270 BULB WEATHERSTRIP .187 X 275 67070K 39 40 LIFT RAIL COVER CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6AL 64139 p 42 4140 4141 I.F. FRAME SILL I.F. FRAME JAMB 6063 -T6AL 6063 -T6 AL 64140 64141 4) I•F. FRAME HEAD osRoomn r Florida Building Code Acceptance too 0 -0 cd © 04139, 8063 T6 43 © 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GAZINGBFAD BULB (THICK) 6TP247W,K 52 1225 VINYL GAZINGBEAD BULB (THIN) 6TP248K 2.784 53 4039 B (LAZING BEAD - 5/16" 6063 -T5 AL 64039B L 54 4044 B GAZING BEAD - 5 /16" W /C�RILI KIT 6063 -T5 AL 644703 fl 1 3.1 b2 Expiration nafel o I 082 / /,` .. y •_ 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C (LAZLNGBEAD- 7/16" W /GRILL KIT 6063 -T5 AL 6985 .082 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 -` -1.988 "- 60 LASS, 5r16" LAMI (I /s" A, PVB trs •• ••• • • • • • A) • • I.F. FRAME JAMB .090 • ._ 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) • • • 43 © #4141, 6063 -T6 • 2710 g L. clam, P.E. PE 134712 Structural 61 62 • • • 5 /16" LAMI (1 /8" HS, .090 PVB, 1/8" HS) • 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) •• ••• •• • • • •• " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) FRAME SILL 64 65 7/16" IAMI 3/16" HS, .090 PVB, 3/16" HS) A .F. 4 04140, 8083 -T6 Read0$ F.K. Ws: 4/15107 R,nOk. C • • ADD ITEMS 41, 42643 • : • • • • • • • IF • • • 1070 TECMlOLOGYDI*0 • NOKO:: FL •127: f p • P.O•3OX 1929 • NOKOMIS, FL 34274 • • - 1 rT —rl Ogreoggisr PARTS LIST Rowel Sr RK De& 10/17/06 Revbk� 8 - NO CHANGE THIS SHEET • • • * ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Re eBy: F.K. : 5/13/06 A • • • e ADD SPACE DIMENSIONS ITEMS 66 THRW777. • • 2/26/06 (twee By. J.J. Dee: 3/23/06 + L Visibly Netter s"1°ti0` HR7t0 ` NTS s 6 "' 11 "i1i„„ 4127 -10 Rer: C Dre""Br Inc . ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • 1 FLANGE FRAME HEAD #4102A, 6063-T6 .490 11 Il 082 4 k- 1.451YI O SASH STOP #4025, 6063-T5 T 1+83 —1.349-1 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 O GLAZING BEAD, 5/16" #404413,60083 -T5 (USED W/ GRILL KIT) .678 1. 3.152 0 FLANGE FRAME SILL #4138, 6083-T6 O HORIZ. ROLLER TRACK #4131. 6083-T6 2 32 SASH MTG. RAIL #400613,6063HS•T6 .678 • •1+®96iir• •�I.1 • G�AZIN��•••BEA1 7%16'b • #47�2j, 6x63- 5 • • • • • • • • • • • ••• • • • • 0 FRAME SILL ADAPTER ��JJ #4137, 6083 -T6 L.403_1 FIXED MEETING RAIL #405413,6063HD -T6 1.291+y SASH SIDE RAIL #4126,6063 -T5 .050 --. .878 1.115�`11 GLAZING BEAD, 7/16° #985C, 6063-T5 • • • (USED W/ GRILL KIT) 0 SASH STOP COVER #4053, 6063-T5 k50)... I 1.383 F 2.784 .062 13 FLANGE FRAME JAMB #4002A, 6063-T8 .678 1.096 -} } ^i 53 GLAZING BEAD, 5/16" #403913,6083 -T5 1- 1 1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 PRODUCT REVISED es complying with the Florida Stdldiag Code Acceptance ce No O Lrxpindio° Date Product 11 "snaor mt F.K. 4/15/07 FX 10/17/06 raeysd0X F.K 5/13/08 C NO CHANGE TH1S SHEET 8 NO CHANGE THIS SHEET A NO CHANGE THIS SHEET • • • • •••• • • • • • • • • • Woar mm: FJC 228108 a.renar JJ. 323H08 • • 1Ore TECWOLOGY DRIVE • • • NOKOMIS, FL •1275 • •• • • • • P.O�OX 1829 • NOKOWIIS. FL 34274 P ST visibly seat'r EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s"rvvwa, sir ts*.6"xs w„ HR710 Half 7 m 11 4127 -10 C Robert L. Clark, P.5. PE 539712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • . • • • • • •• •• • •••• • ANCHOR QUANTITIES, XOX 114 - 112 -114) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W y H HEAD & SILL to 03 HEAD & SILL to m a to HEAD & SILL 2 to HEAD & SILL HEAD & SILL ci HEAD & SILL to 53.125 x 38.375 48000 50.625 54000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 1 +C2 +1+C2 +1 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +02 +1 2 1+02 +1+02 +1 2 1 +02 +1 +02 +1 2 1+02+1 +02 +1 2 1 +02 +1+02 +1 2 1+02 +2 +02 +1 2 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +03+2 +03+1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +13 1 +02 +1 +02+1 3 1 +03+2 +03+1 3 74.000 x 3&375 48.000 50.825 54.000 60.000 83.000 1 +02 +2+02 +1 2 1 +02+1 +02 +1 2 1 +02 +2 +02 +1 2 1 +02+2+02+1 2 1+02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2+02 +1 3 1+02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02+1 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +02+2+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +02 +1 +02+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02+1 3 1 +03+2 +03+1 3 84.000 x 38.375 48A00 50.625 54.000 60.000 63.000 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02+1 2 1 +02 +2 +02+1 2 1 +02 +2 +02 +1 2 1 +02 +3+02 +1 2 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +04 +3+04 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +04 +3 +04 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1 +04 +3+04+1 3 106.375 x 38.375 48.000 50.625 54000 60.000 63.000 1 +02 +2 +02 +1 2 1 +02+2 +02 +1 2 1 +02 +3+02+1 2 1+02+3+02+1 2 1 +02 +3+02 +1 2 1 +02 +4 +02 +1 2 1 +02 +3+02 +1 1 +02 +3+02 +1 3 3 1 +03+3+03+1 3 1 +02 +2 +02+1 1 +02 +2 +02 +1 1 +02 +2 +02+1 3 3 3 1 +03+3 +03+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3 +03+1 3 1 +02 +3+02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3 +03+1 3 1 +03+4+03+1 1 +03+4 +03+1 1 +04 +4 +04 +1 3 3 3 1 +03+3+03+1 1 +03+3 +03+1 3 3 1 +02 +2+02 +1 1 +02+2 +02 +1 3 1 +04+3 +04 +1 3 1 +04 +3+04 +1 4 1 +03+3+03+1 3 1 +04 +4+04 +1 3 3 1 +04 +3+04 +1 3 1 +04 +3+04 +1 4 1 +04+3 +04 +1 3 1+05+4+05+1 3 111.000 x 38.375 48.000 50.625 54000 60.000 53.000 1 +02+3+02+1 1 +02+3+02 +1 2 3 1 +02 +2 +02 +1 1 +02+2 +02 +1 2 1 +02 +3+02+1 70 3 1 +02 +3+02 +1 3 1 +02+2 +02 +1 3 1 +03+3 +03+1'3 • 1 +03+3+03+1 Y 1 +03+3+03+1 1 +03+3 +03+1 3 3 1+02 +2 +02 +1 1 +02+2 +02 +1 3 1 +03+3+03+1•31 3 1+04 +3+04 +1 3 •+ 2.*3+ - • 3 j +�i 1+02+3+02+1 1 +03+3+3+11 3 t +01 +3` 2 i • 1 +02 +4 +02 +1 •• 1+13 +4+03+1 • 2 3 1 +03+80E3 +0 3 01 +01+3•03•1•31 • 14-C310114-C3101143+1 �43 +1 4 �,1+C343 +03-14 3.1 +14 +01+1 1 +04+3 +04+1 4 1 +03+3+03+1 3 1 +04 +4 +04 +1 1 +0•4+03+1 3 3 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +04 +3 +04 +1 3 1 +04 +3+04 +1 4 1 +04 +3 +04+1 3 1+05+4 +05+1 4 NOTES: 1. ANCHOR TYPES: 1 - 1M° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8° A,.090,1/8" A) B. 5/16" LAMI - (118' A,.090, 1/8" HS) C. 5/16' LAMI - (1/8° HS,.090, 118° HS) D. 7/16' LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/18" A,.090, 3/16° HS) F. 7/16' LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16° LAMI IG - 1/8° OR 3/16' A, 5/16' OR 3/8° SPACE, 5/16' LAMI H. 13/16° LAMI 10 - 1/8" OR 3/16' A, 5/18° OR 3/8° SPACE, 5/16° LAMI 1. 13/16' LAMI 10 - 1/8° OR 3/16' A, 5/16° OR 3/8' SPACE, 5/16° LAMI - J. 13/16° LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAM! - K 13/16' LAMI 10 - 1/8' OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16° LAMI - L. 13/16° LAMI 10 - 1/8° OR 3/16° A, 3/16' OR 1/4° SPACE, 7/16' LAMI - (1/8' A,.090, 1/8' A) - (1/8° A,.090, 1/8" HS) (1/8° HS,.090, 1/8" HS) (3/16' A,.090, 3/16" A) (3/16° A,.090, 3/16' HS) - (3/16" HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. TABLE KEY: X 0 X I1 +03 +4 +03 +11 31-t- -- ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL. AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. --t-41-.-3" MIN. l 111 1 1 1 1p1 9' REF. MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) X O X 9" REF. r 25 3/4' MAX F+ -1 1!2° TYP. . I 1-.-.3" MIN. t 1 11 1 1 1 1 1111 1 X X O MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PAO171!CT' 7.VISED with the Florida Ao..rv. ^w No 0 ExpiratiOT Data Realer F.K. oatc 4/15/07 R.vntms • • • • • • C UPDATE TABLE 4, SELECT VALUES DUI 70011 MOI0CAP. AIN • • • Rend Sy F.K Dais 10/17/08 Re;woae: •••• • REVISE ANCHORAGE FORMAT, HEAD & SILL CLNST3iS • Radar F.K Dam: 5/13/ Rwbias • • • • b ADD SPACE DIMENSIONS GLASS TYPES* THRU • ar Da4 amman.r Dam F.K 228/00 J.J. 323/00 1070 TEf?tr10LDGY DI11/E NOKO•IS, FL 4275 • • P.O X 1528 • NOKO 1S, FL 34274. • • •T ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vist Ly Better eo""tp0" HR710 8 m 11 4127 -10 Robert L Clark, P.E. PE 639712 Structural ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • ••• 0•• • • • • ••• • • • • • • • • • •• •• ANCHOR QUANTITIES, XOX (113- 113 -113) WINDOWS TABLE 5 NOTES: • 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, :ANC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL 2 HEAD & SILL -, 2m HEAD & SILL -, N HEAD & SILL g -, 2 HEAD & SILL - 2 HEAD & SILL -, n 2. GLASS TYPES: 2 A. 5/16° LAMI - (1/8' A,.090,1/8° A) -, B. 5(16" LAMI - (1/8°A,.090, 1/8° HS) 48.000x38.375 48.0 00 50825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 C. 5/16" LAMI - (1/8° HS,.090, 1/8" HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 E .7/16" LAMI- (3/16'A,.090,3/16° A) E. 7116" LAMI - (3/16'A,.090, 3/16° HS) 1+C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2+1 3 F.7/16 " LAMI - (3/16" HS,.090, 3/16° HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2+1 3 G. 13/18" LAMI 1G - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.020, 1/8" A) 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 ±1 +02 +1 3 1 +C2+1 +162+1 3 H. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8° HS) I. 13/18° LAMI IG OR 3/16° A, OR 3/8° SPACE, 5/16" LAMI HS,.090, 1 +C2 +1rC2 +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+t +p+1 -1/8° 5/16° - (1/8" 1/8° HS) 3 J. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3116° A,.090, 3/16° A) 53.125x 38.375 48000 50.625 54.000 60.000 83.000 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 K. 13/16° LAMI IG - 1/8° OR 3/16" A, 3/16° OR 1/4° SPACE, 7/18" IAMI - (3/16° A,.090, 3/18° HS) 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2+1 3 L. 13/16" LAMI IG -1 /8° OR 3/16°A, 3/16° OR 1/4" SPACE, 7(16° LAMI - (3/16" HS,.090, 3/16" HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02+1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 HEAD & SILL: 1011Y MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 25314" MAX. CM CORNERS 60.000 x 38.375 4&000 50.625 54.000 80.000 63.000 1 +02 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +02+1 +02 +1 2 1+02 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +02 +1 2 JAMBS FROM : 9° MAX. FROM CORNERS AND 22112° MAX. O.C. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 TABLE KEY: 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 X O X 3 I1 +03 +1 +03+11 3 I-+— ANCHOR QUANTITY PER JAMB 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +03+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +p+1 +03+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02+ 1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +p+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +q+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1+02+1 3 1 +03+1 +03+1 3 EEEEE g*gggg 1 +C2 +1 +C2 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 F I I 25 314° MAX. - -I I-o-3" MIN. 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03 +1 +03+1 3 Fct J �U T REVISED as complying wads the Florida Building Cade ACCep:atiCC No O OB S.OQ 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 l r i 1 11/ O - -y____J./ I -- X 1 +02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 REF. 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C3+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 ++1 +03 +1 3 1 ++1 +C2 +1 C2 3 1 +C3+1 +C3+1 3 W/ QTY. KEY MAX. OF (3) ANCHORS ABOVE ) ' 1 +C2 +1+02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, 2 EXAMPLE TYP. CLUSTER IN TABLE 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 +03+1 +03+1 3 Ex "�On Dstc r ESL ' 0(1 1+02 +1 +CZ +1 3 1 +02+1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +p +1 +03+1 3 ( SHOWN 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 '1 +C3+1+03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +C3+1- 3 � �11adoFmdun • ""10° 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +p+1 +03+1 3 1 +03+1+03 +1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 25 3/4° 1 +p +1 +03+1 3 1 +C2 +1 +C2 +1 03 +1 3 1 ++1 +03 3 1 +03+1 +03+1 4 1 ++1 +03+1 p 3 1 +C4 +1 +C4 +1 4 1/2 I o--3" MIN. 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1.211tC2,1,12+ 3 1 +C2 +1 +C2 +148 1 1 +02 +1 +29 +1 3 :+9,4+C244 i 4 +Cy+1+:24 2 •I +C2eneC2 +1 3:1+0+1+C3+1 2 1 i l++ /7/1" /,,yo d 7 / Robert L Clark, R.E. PE 639712 structural 3 9" REF. x 1 9191 o 1 x 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1¢C2 +1+ f1•• 3 : +4+1+ 2+ . +p :+p+1 3 7 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1.3 1 +0341403 +1 +C3+• +02+• 3.1 +04+1 +03+1 3 OF (4) ANCHORS 1+C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 4 1 4 1+03+1 +03+1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL, TYP.- 1 +03 +1 +C3+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +p +1 4 1 +03+1 +03+1 3 1 +C4 +1 +04 +1 4 EXAMPLE CLUSTER W/ QTY. FKer X15107 UPDATE TABLE 5, SELECT vALUES 'triMAW caP.g. - • • • REVISE ANCHORAGE FORMAT, HEAD &SILL C`I/S1'R^.y • • • • 157NOK O9427S _3427S NOK FL • • P.1. 1110x 1529 • • • NOK•MIS, FL 34274 a • ANCHORAGE SPACING,XOX /9/3- 9/3 - ?/3 1 i ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aFl( FK m� 1011TPo6 F.K 5113/06 • • • ADD SPACE DIMENSIONS GLASS TYI ^.•G 7041,.. am* er F.K. ume 2128/00 oarQ 3/23108 41 • I _ Vi 'ly Better s ave HRT10 �` NTS 9 a 11 °itnpN0. (°b`' 4127 -10 C ••• • • • • ••• • • • • • • • • • It • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2-1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2 GLASS TYPES: A.5116 °LAMI- (1/8'A,.090,1/8'A) B. 5116' LAMI - (1/8' A,.090, 1/8' HS) C. 5/16' LAMI - (1/8° HS,.090,1/8° HS) D. 7/16° LAMI - (3/16' A,.090, 3/18' A) E. 7116' LAMI - (3/16'A,.090, 3/16" HS) F. 7/16" LAMI - (3/18' HS,.090, 3/16' HS) 6.13/16° IAMI IG -118' 0R 3/18' A. 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8' A .090,1/8" A) H. 13/16° LAMI IG -1/8° OR 3116' A, 5/16' OR 3/8" SPACE, 5/16' LAMI - (1/8' A,.090,1/8' HS) I. 13116° LAMI IG - 118° OR 3116° A, 5116" OR 3/8' SPACE, 5/18° LAMI - (1/8' HS,.090,1/8° HS) J. 13/16° LAMI IG -1/8' OR 3/16' A, 3/16° OR 1 /4' SPACE, 7/16" LAMI - (3/16'A..090, 3116'A) K. 13/16' LAMI IG -1/8' OR 3/16' A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3/16° A,.090, 3/16' HS) L 13/16' LAMI IG -118' 0R 3/18" A, 3/18' OR 1/4° SPACE, 7/16' LAMI - (3/16° HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 22112" MAX O.C. TABLE KEY: O X ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B4O,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 317E w V H a� W tD = 06 m Q�Q W to _ '6 W o _ 06 ' to = c6 i W y z of W y ='6 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 Ti 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +CZ +1 3 1 +C2 +1 3 1 +CZ +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +02+1 3 1 +03+1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 48.400 X 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1+02 +1 2 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +q +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +02 +1 3 1 +C2 +1 3 1 +q +1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +02 +1 3 1 +p +1 3 1 +q +1 3 1 +02 +1 3 1 +C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2+03+2 3- ANCHOR QUANTITY PER JAMB PRO!JSJCI :- SYtSED B aId ;, ;; iz i n Gso Florid Bviiding V N AxpLr¢on�No -7 1 +02 +1 IT 1 +0Z +1 3 1 +q +1 3 1 +02 +1 3 1 +02 +1 3 1 +q +1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1 +03+1 3 3 1 +C2 +1 1 +02 +1 3 3 1 +C3 +1 1 +C3+1 3 3 1 +C2 +1 1 +q +1 3 3 1 +C2 +1 1 +02 +1 3 3 1 +03+1 1 +03+1 3 A CLUSTER OF ANCHORS CENTERED ON THE THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C3 +1 4 1 +C2 +1 3 1 +q +1 3 1 +p +1 4 1 +C2 +9 3 i +p +1 1 +p +1 4 1 +q +1 3 1 +C4 +1 3 1 +q +1 4 1 +p +1 3 1 +C4 +1 60.000x 38.375 48.000 50.825 54.000 60.000 63.000 1+C2 +1 3 1 +C2 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +02 +1 2 2 +C2 +2 1 +02 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +02 +1 3 1 +02 +1 3 2 +03+2 1 +03 +1 3 1 +02 +1 3 2 +p +2 3 1 +03+1 3 1 +C2 +1 3 2 +03 +2 18314° MAX ' --�{ j -�--3° MIN. 1 +q +1 4 1 +C2 +1 3 2 +03+2 3 1 +q +1 4 1 +02 +1 3 2 +C3+2 1 +p +1 4 1 +03 +1 3 2 +C4 +2 4 1 +03+1 4 1 +p +1 3 2 +04 +2 �F' O 1 +C3 +1 4 1 +03 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +03+1 3 2 +04 +2 X 86.000x 38.375 48.000 50.825 54.000 60.000 63.000 2+02 +2 3 1 +C2 +1 2 2 +02 +2 3 2 +02 +2 3 1 +02 +1 2 2 +02+2 2 +02+2 4 1 +C2 +1 3 2 +p +2 3 2 +02 +2 4 1 +02 +1 3 2 +q +2 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +q +2 2 +03+2 4 4 1 +02+1 1 +02 +1 3 3 2 +q +2 2 +03+2 3 4 2 +03+2 2 +03 +2 4 4 1 +02 +1 1 +02 +1 3 3 2 +p +2 2+03+2 (SHOWN IN TABLE KEY ABOVE) Piauan Daze z ! It adc Prodocl 2 +03 +2 4 1 +03+1 3 2 +04+2 4 2 +03+2 4 1 +03+1 3 2 +04 +2 1 +03+1 4 1 +p +1 3 2 +04 +2 4 2+ 3 +2 4 1 +C3 +1 3 2 +04 +2 183/4" MAX 1/z'' 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 3 2 +02 +2 2 2 +02 +2 3 2 +02 +2 3 2 +02 +2 2 2 +02 +2 I+- -3° MIN. 2 +03 +2 4 2 +02 +2 3 2 +03+2 4 2 +03 +2 4. 2iCy' 3 2 9° REF. Robert PE 639712 Swmoal 2 +q +2 4 2 +C2 +2 3 2 +q +2 1 2 +03 b 2 3 Z x 2 +03+2 4 2 +03 +2 3 2 +04+2 4 +C3 4 3 24+ 2 ++2 q 4 1+C3+1 3 2 +04 +2 4 2 +p +2 5 2 +p +2 3 Z .+C4 +2 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +03+2 4 1 +03 +1 3 2 +04 +2 4 2 +04 +2 5 2 +q +2 4 2 +04 +2 F'Irce' vr�or c cHC.rAecESroe,asECECruatuES CAP. ••• • ` ,q jCHORAGESPACING OXANDXO WINDOWS rak ALUM. HORIZONTAL ROLLER WINDOW, IMPACT pvAn F.K 10/r7lOB m10 Ravbbe� B • • REIRSEANCHORAGE FORMAT, HEAD6 ILt 1 TE OLODYD N is, Fl•34 P.e a )X 1529 • NoKR.9$. F'L 34274 . F.K 5/13/08 �A ADD SPACE DtMENS10N3 TO GLASS S G r%L • „ey,. F.K 2/28/06 J.J. may,. 323/06 YLt.5Ey geetc . HR710 �"' NTS �°"' 10 m 11 M6 4127 -10 R .' C A ) MIN. 3.4 KSI CONCRETE Ix WOOD BUCK, NOTE 3 1 3/4' MIN. E.D. TYP. NOTES: 2x WOOD BUCK, 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELM NOTE 3 1 3/8° ) TAPCONS EMBEDED 1 3/8" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. :: NOTE 1) if I r�sti ` 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4' J 1/4° J THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8° 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 TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE ) RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1/4" MAX. SHIM - ).._---,. 1 1/4" MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTADITION. I r (1.5 KSI CMU) 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH ) #12 TRIMFIT HEAD. 1 /4° MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8° MIN. CONCRETE ANCHOR, NOTE 1 J %I !' EXTERIOR INTERIOR�-J� �N 1 314° a �-�/ 1iiill1 ° .MIN. E.D (HEAD & SILL DETAILS A, B, C, D, G & H) .... TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR • I° OR PER NOTE 1 ' (3.4 K81 CONCRETE) J 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS ) CONCRETE ANCHOR, NOTE 1 114° MAX SHIM NOTE 1) ,'.: Ia1 3/8° MIN. ) 1 3t4' MIN.) f r' �r>t • • • • • • • MIN. 3.4 KSI• ^ I E.D. TYP. , i : ' • ■ CONCRETE 2x WOOD ) DETAIL C BUCK DE`G4IL b A NOTE3 •• ••• TYPICAL FLANGE FRAME SILL SECTIONS WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. • • • • • •• c • • •• Rem D F.K. 4/15/07 Reran ay F.IC FiendBr F.K. DOW 1071 7/06 Dater 5113/05 Rev[amw Rev 13 A ADD NOTE 5. REVISE NOTES 1 & 21 REGARDING TR!M1IT 7 EMBEDMENT : • ADD LF. FRAME CG. NOTES TO FB 'C IJf� REVISE EDGE MST. , EMBEDMENT 8 D,a.ner Dma F.K. 2/28/06 G4e*afdaW. Dam J.J. 3723/05 C ti - ED?IN' • • • • • • • IMO TECANOLOGV WINE SAT Fy4Ey E; •' NOKOMIS, FL 327* • • • • • P.eX1S29 • • • • • •NOKOMIS, FL 34274 • ._ ._.,.. nc�rr„�..:iJoo E�.•uetiva Dew Product ►""J'' DETAIL G (SILL)© DETAIL I (JAMB)6, TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS iT • V• im's& Better rnz ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seesaatadek HR7I0 Haif 11 d 11 4127 -10 Robert L. Clark. P.E. PE #95712 Structural ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • • MIAMI DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.eov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 jurisdictigp• ,BORA reserves the right to revoke this acceptance, if it is determined by Miami- Dade•Couuty Proiltict,Cbntrol Division that this product or material fails to meet the requirements of the applicable'buui di►g code.. This product is approved as described herein, and has been designed to comply with4k®flerida ltuikting Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series C -740 Outswing Aluminum Casement Window -L.M.L • • • • • • • APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Wirudowpimpactr, sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by marntfaehirer, sigrtect and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Rtfiettit stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Produt Control Di r!sian. MISSILE IMPACT RATING: Large Missile Impact Resistant • •• • • • • •• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sffite 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 renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBCC TAS 20;14 3) Water Resistance Test, per FBC, TAS 202 -94 •.. • ; •• • 4) Large Missile Impact Test per FBC, TAS 201 -944.• • •••••• 5) Cyclic Wind Pressure Loading per FBC, TAS 2®5994 • 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202.94 • along with marked -up drawings and installation diagram of two 91Am in ahupinu p casement windows, prepared by Fenestration Testing Laboratory•.Tast RepoPt.No.: FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaaspld4, P.E. • (Submitted wider NOA# 05- 1129.11) • • •••••• 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per1ll €,;TAS 2t n4 4 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- I • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e.h Chap, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control am r NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • • • •00000 • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of time aluminum Qtitsitting casement windows, prepared by Fenestration Testing Laboratory; Test eport o: FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E, •••••• (Submitted under NOA# 03- 0611.02) • C. CALCULATIONS • •••• • • D. E. • • • • 1. Revised Anchor Calculations and structural analysis, prepared by utanitfactu oer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies *tAS•I'M E 1500-98 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- es C -740 Aluminum Casement Window — L.M.I., approved .. 0 3/06, ex 5/22/08. Manuel P P.E. Product Contro. finer NOA No. I : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • .. • • • • • .• .• • ...• • • •0•• • • .. •. 0 E -2 • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 CONFIGURATIONS OPTIONS X 0 X 0 x X 0 X x 0 1-9-1)si x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4-k. "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1 /4,Ti14P,PalS•013.1 /4 "SS4•CRIETE•FiLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOW IN SHEET& § SeE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. • • • • • • •• ••• • 5. SHUTTER REQUIREMENT: NONE REQUIRED • • • • • • • • 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • • ••• • • • • • • • • • • 325/03 8 ADD 13/16"1.G & MOVE GLAZING DETAILS 454E11 • • • • • C 1081 tECs4N4•OGY • • • •b.e. 41029 NOKOMIS. FL 34274 rtmae 8p. F.K. F.K. Oates 7/10/03 ke_B7 Db°: F.X. 6/23/05 0"."ey Dm" F.K. 12/17/02 • • • • NO CHANGE THIS SHEET a S • D ADD 75' HT., GLASS TYPES FAND G. REVISERNCHORA3E. cbsoWaF Dam: PRODUCT 8£1451 M 43 COM:Asi,,g spare elk r "Acts %W.:7 ,1 Ae010.0c:,:.3 pIr6i'.e:a Gs: By NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA.740 NTS m 13 7045 -8 Lucas A. Turner. P.E. PE 658201 Mechanical ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3 /8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -.- .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 86 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS r- .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT I-- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS 13/16" 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE •• ••• • • • • • •• • • • •• • • • .�.• • • • •• ••• •• • • • • • ••• • 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL Rh ^ e(an Rend Sy F.K. 3/25/03 8 REDRAW GLAZING DETAILS 8 ADD 13/10'14 • • • ev ader F.K Rea4ar F.K Dater 7/10/03 ReMbne: NO CHANGE THIS SHEET • • • • • • • • • • • • • 1010 TECW' LOGYSRNE • NOKOMI* 4 34275 • RerWOt": ADD 13/16'LAM1 /.G. W /7/162AM78 CORRECT 5/16 °LAM /DETAIL • • •P.O. 88X 1529 NOKOMIS, FL 34274 am. sr F.K. aoh 03/25/03 eluded an 00/ ri GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better em.a+aoaa CA -745 NTS Stash 2 6 13 Ores. No 7045 -8 L"ca4 A. Ten, P.E. PE 858201 Mechanical • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTERLINE 1 1/2" 1 1/2° ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 'Al II 7 RR 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING Q 76° MAX. HEIGHT 30° MAX. r— DAYLIGHT OPENING / / \ O / <//:// \ \ \\ i \ SEE MEETING RAIL,DETAIL F T P. (2) 69" MAX. DAYLIGHT OPENING Q 76° MAX. HEIGHT 30° MAX. r— DAYLIGHT OPENING / / \ O X :\> 37" MAX. —N • • s0" AMOK FIXED VENT TYP. •13° MA:f. i - I:. • • • • • • • • • L 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT —1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) "-By F.K Read Br F.K. 0s 3125/03 7/10/03 9 Revision.. CHANGE SHEET NO. REFERENCES •• • ADO HINGE LOCATION DETAILS • • ••• • � 1070TE�.ravwOGYDt� 1124.241 • • • NOKO•Si 3J275• • • • • P.O.SOX 1629 • NOKOMIS, FL 34274 VilitijiReilerter • • • • • • Rand By KK 823109 • • • • CHANGE MAX HT. TO 78'AND MAX. OLO 7T 9' Bsmey F.K 12/17/02 CnecYml By PRODUCT RIMMED ascomplyiagc tfi 11,,, r,4 0 B "XX" & XOX" ELEVATIONS rm: ALUMINUM CASEMENT WINDOW, IMPACT sH1.1"mx CA -740 NTS 3 a 13 Ono 7045 -8 A lucae A. Turner, P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13° MAX. O.C. -37" MAX. WIDTH 30" MAX. — DAYLIGHT -- OPENING 4" MAX. 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX.-J L ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 14 1/2" MAX. O.C. 97" MAX. WIDTH 30" MAX. — DAYLIGHT - OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. 4 ".1L ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING \ • 1----- 1--13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX O.C. 4" MAX. • II • 4" MAX. -�' • • • • • ••• • / • • • •• • • •• • • I � 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) • • • \• • • y • • I-4--- 1- -13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) -- 37" MAX. VEnT -- 60" MAX. FIXED - E LEVAT gN "�, �XO" & SOX" Uj4EQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRODUCT RIPMEWRD assna+Mg•5 with ale Plat& AU:dlea CKEN ' . ri Revd By F.K n dBr. F.K Oata 3/25/03 time: 0/23/05 Rermnn>. CHANGE SHEET NO. REFERENCES • • • • • • • • • • Revisions: Reveler: F.K Came 7/10/03 Revisions: • • • ADD HINGE DETAIL 8 HINGE LOCATION 1441!S. QTE• S• • • • ••�__ • CHANGE MAX. HT T076'AND • MAX. DLO TC1 H9' • PreenBB F.K. 12117/02 a>r F.H. 5m: • • . • • • • • • 11970 TECH.•OLOGIWRM NOKOMISAM. 34275 • • P.O. BOX 1529 NOKOMIS, FL 34274 V; eearre, "X", "0", "XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SedeSIMMet CA-740 NTS abset 4 *' 13 ..�" 7045 -8 D (V7, floc" Lucas A. Tamer, P.E. PE 888201 Mechanical ••• • • • • ••• • • • • • • • • • ••• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 281 /2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 562 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48,3 B,E -90.0 70.0 -90.0 70.0-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 _ -86.3 70.0 -81.0 70.0 '-71.1 70.0 -61.8 61.8 -58.9 '58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5655.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 > s ...vimste Emilie •*+�i�w 6�rA ' � 11 VtkA •; t4.... 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 t9.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7! ' =' , -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 'TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT MEWED ""emptying w Os Hoot& Beakldeg Cods TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 Actet aseuc' Ida Oi; 1 •• ••• • • • • • •• NOTES: ® • X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO TN% FULL OESIP,N PRECSJRE&I1 THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 6 • • 9.6 P.S.F. • • • • • • • • • • • Lucas A Turner, P.E. PE #58201 Mechanical FA om" 3125103 B ADDGIASS TYPE E TO TABLE'S 1 & 4 • - • • . • • • • • pppr'a • oMJ ` 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • • • • PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT RM.,. F.K Oar 7/10/03 "°'°`"" C • • •rSioTEC NO CHANGE THIS SHEET • • • mow) 83,- FJf °°" 6/23/05 0 REVISE ANCHORS & ADD 76' HEIGHT OPTION "van By F.K. Oats: 12/17/02 Onsessasy Dale. VIstbly Better s""`"' CA -740 NTS 1 5 " 13 ej°"es M0 7045 -8 as.: D' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT "XX" WIDTH 37 43 A 48 -75.0 -75.0 -75.0 60 -75.0 -75.0 -75.0 -75.0 A -75.0 531/8 57 64 68 72 74 A A A A A A A A 26 NEG -75.0 -75.0 31 36 38 3/8 43 48 50 5/8 54 57 60 63 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 , -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /B "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL XX" SIZES UP TO 74" WIDE x 83" HIGH 1 -90.0 1 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.0 1 55.0 A •• ••• • • • • • •• NOTES: Q • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO TAE•FULL IASlO IRCSSCIRCI01111T11 Ij ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSUfte IS LMD 15.5.01 • • • • • • ••• • • PRODUCT RIMMED a complying with tb FBotfiio 9611e% Coal Ago ama J f • 0 airy hided R� is • • • • • • • Head BF Oa* Rend 00 F.K. Dew "aver": 0 • • • • • • • • • REVISE ANCHORS & ADD TABLES 76* HEIGHT OPTION Dawn Br Oam F.K. 12/17/02 Checked Of Oar • • • • • 1!7O 1ECH5GL00YURJVE NOKOMI! R 34275 • a•• • P.O. BOX 1529 NOKOMIS, FL 34274 • • PRESSURES - XX CONFIG. WINDOWS roe: ALUMINUM CASEMENT WINDOW, IMPACT Vaibfy Betrer serena40 CA -740 NTS Shea 6 d 13 ore+aoxo 7045 -8 1 VI, % %'S Lutes A. Turner, P.E. PE #58201 Mechanical ••• • • • • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• o• • ••• • • COMPARATIVE ANALYSIS TABLE 6. "O" & "114- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL -4608 WIDTHS "0" "XOX" GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8 "HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/81HS,.090118"HS) F.13/16" LAMI (1 /8"A,AIR SPACE,7116" LAMI -W/ 3/16"A,.090,3/161 -IS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 78 NEG POS NEG 36 72 A -75.0 70.0 -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -70.4 70.0 -60.4 60.4 -54.3 -51.1 51.1 47.9 -44.8 44.8 -422 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 67.9 70.0H -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -41.1 41.1 38.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 391/2 79 -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 48.9 43.6 -41.1 41.1 -38.6 38.6 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -62.4 62.4 -58.4 58.4 -90.0 -63.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 70.0 -55.01 55.0 -55.01 55.0 63.3 -56.4 -53.4 -50.0 50.0 -46.9 46.9 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 47.5 44.7 -42.1 42.1 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 70.0 42.5 -72.4 70.0 -692 38.4 -40.4 40.4 -38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 70.0 70.0 -70.7 70.0 -87.3 64.1 -5321 532 5012 101 A -75.0 70.0 -60.8 80.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 46.9 -43.5 -41.3 41.3 -392 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 70.0 -70.3 70.0 66.8 -63.5 63.5 -60.5 -52.61 52.6 531/8 106 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 -44.2 44.2 -422 422 -40.1 40.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -38.0 38.0 362 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 70.0 -71.1 70.0 66.5 -63.0 63.0 -60.0 60.0 -53.81 53.8 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 -43.4 41.9 -39.8 39.8 -37.6 37.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 65.4 -61.8 61.8 -59.1 59.1 -564 56.4 45.21 45.2 5512 111 A -75.0 70.0 -57.1 57.1 46.4 46.4 43.3 43.3 -47.5 47.5 -43.9 -42.2 42.2 40.8 -39.1 39.1 37.2 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 -68.4 68.4 63.6 -57.5 57.5 -54.8 54.8 -51.1151.1 48.0 46.8 67 114 -75.0 70.0 -56.2 56.2 -44.8 44.8 -42.1 42.1 482 46.2 -42.5 41.2 -39.8 39.8 38.5 34.8 B,E -75.0 70A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 69.6 C,F -90.0 70.0 -90.0 70.0 5812 117 A -74.2 70.0 -55.0 55.0 -90.0 '43.4 70.0 -90.0 70.0 -81.8 43.4 40.8 40.9 44.8 70.0 44.8 -70.7 70.0 -41.3 41.3 -66.7 -40.2 86.7 eta -58.7 58.7 -532 53.2 -49.41 49.4 40.2 -38.7 38.7 -37.6 37.8 -36.1 36.1 -34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 68.4 60 120 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 38.7 -43.5 43.5 -40.4 etto 40.4 64.9 -80.4 60.4 57.3 -54.5 -51.6 51.8 -39.2 39.2 -37.8 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 67.3 -63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 42.81 42.8 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7 16" LAMI (3/16"HS,.090,3116"HS) TABLE 7A. • TEST REPORTS: FTL-4607, FTL-4608 ALL '0' SIZES UP TO 80" WIDIVie,6"tiga Arta_ 4%1241 xe,lx-§1Zeb UP TO 120" WIDE x 76" HIGH 11 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. arm ey F.K 3/25/73 Rya B ADD GLASS TYPE ETO TABLE • • • • • • • Rend 9y FK Reva Ay: F.K. Oster 7/10/03 oem 6/23/05 Revision= D NO CHANGE THIS SHEET • • • • • • • • • • • CHANGE ANCHORS ANDADD 76'HT. OP11O� • • • • • • • NOKOA•6, 31127S 111 • NOKOMIS, FL 34274 F.K. 12!17/02 Ghecfmdey. 4 2 0 1 4 0 taw ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 NTS Sbese Oralim Lucas A. Tureen P.E PE 688201 Mechanical • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 118 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 - 64.9 64.9 -62.7 82.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -58.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 - 582 58.2 -55.8 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 3 X 1 3 0 X X 0 0 X TABLE 104. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/161 -IS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7l16" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH ' -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO TJ-W 41610E0%1 PRgSSIJRE$ IN IHIE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSWE IS 6I0IITgI5 O : • • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • render F.K Render. F.K Dew 3/25/03 Data: 7/10/03 ROViSkelfr Renkka.: C ADD GL4SS TYPE E TO TABLE9 • • • • • • • • • NO CHANGE THIS SHEET Rend er F.K. 823/05 Revisions: D • • • • • • • • • • CHANOE ANCHORS AND ADD 75"HEIGHT N • •• Dram or F.K. r 12/17/02 Mad. BY are: • • • • 10701E•4NOL%IYORME NOKOMIS, FL 342$ • • P.,. BOX 1529 • NOKOMIS, FL 34274 • • HGT VL,ibfy Betrer PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS >ffi ALUMINUM CASEMENT WINDOW, IMPACT snk»max CA -740 NTS 8 d 13 7045 -8 117;2, i /L%4 Lucas A. Turner, P.E. PE #58201 Mechanical • •• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1 /81 -IS) B. 5118" LAMI (118 "HS,.090,118"HS) C. 7/16" LAMI (3118 "A,.090,3 /18118) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1 /8"HS) F. 13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 60 63 87 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEGIPOS NEGIPOS NEG 1 POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 84.9 - 60.6 60.6 -58.1 58.1 - 56.1 56.1 - 53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 - 86.919 24 38.919 A -75.0 70.0 -89.1 69.1 -63.4 63.4 - 56.5 58.6 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 38.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 -55.01 55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 - 82.1 62.1 -55.2 55.2 -52.6 52.8 ,-49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 - 55.0155.0 - 55.01 55.0 - 108.649 30 48.849 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 '482 - 44.9 44.9 -42.0 42.0 -40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 86.3 68.3 -63.1 63.1 -55.01 55.0 - 55.0155.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 49.9 49.9 -48.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 - 40.7 40.7 - 38.6 38.6 - 36.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 88.3 68.3 - 84.8 64.8 -61.4 61.4 - 58.8 58.8 - 55.01 55.0 - 50.9150.9 - 47.7147.7 122 33.687 54.827 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 -64.7 84.7 -61.0 61.0 - 58.4 58.4 -55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 84.1 64.1 - 80.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 - 47.2147.2 44.0 144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 48.7 -43.1 43.1 41.8 41.6 - 40.2 40.2 - 38.7 38.7 - 36.9 36.9 - 35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0, -71.3 70.0 -67.3 67.3 -62.5 82.5 -59.2 59.2 - 58.5 58.5 -53.8 53.8 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 - 35.898 58.209 A -74.4 70.0 - 43.8 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 362 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70 -0 - 68.6 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 -65.3 65.3 -60.6 60.6 -57.8 57.6 - 54.7 54.7 -51.9 51.9 -48.1148.1 - 43.9143.9 - 41.9141.9 130.378 38 58.378 A -74.3 70.0 43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 - 36.1 36.1 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -89.1 89.1 -85.1 85.1 -80.5 60.5 - 57.4 57.4 - 54.6 54.6 -51.7 51.7 48.01 48.0 -43.8143.8 -41.8141.8 134 37 60 A -72.9 70.0 42.2 42.2 -39.7 39.7 43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 38.7 36.7 -35.6 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 , =77.1 70.0 -87.3 87.3 -83.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 46.3146.3 -42.8142.8 40.8140.8 `XO" & "OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 'XO° or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3116"1-15,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX: FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 1-90.0 70.0 TABLE 12A. °X0" or "OX" & ."7W L" •URQL(i+L I TEININPOWS• JEST REPORTS: FTL -3580, FTL-4607, FTL-4808 GLAZING OPTIONS: D. 7/16" LAMI (31161 -IS,. 090, 3 /16"HS) G! 13/16" LAM, (11.' R P4E,t116:LAtlir/ 3/16"HS,.090,3118 "HS) ALL *XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" IY�4 (. VET4'� WIZITNIAt 6 MiTpr. 4IXED ViI9DTH AND ALL "XO" or "OX° SIZES UP TO 97" WIDE x 76" HIGH WI11F•87" MIN ENT•A DTH%ND 80° MAX!MED WIDTH I -55.0 55.0 0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PREST a RE IS LI !ITEDTt■E9.6 P. f. . • R°: 325/03 B ADD GLASS TYPEE TO TABLE 11 na Re 87 F.K Road* F.K. Rersel By F.K. aem: 7/10/03 9123/0 Revisions, C Rev bm: D NO CHANGE 7HIS SHEET • • • • • • • • • • ld79TE 0GA • • • • • 0KO 34275 • P.O. BOX 1829 901(0118, PC 34274 CHANGE ANCHORS AND ADD 78"HEIGHT OPTION Cksan F.K o- 12/17/02 Checked Sy gar Dacrormre X 0 X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL UTES PR001/CS BYX3 9 a• rnvatn,7 O V.1$ the F%ttafi Ae c?tr, ► , " • I PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Better Sm"aablet CA -740 NTS Stash 9 m 13 OCMIND 7045 -8 D [112.(ror Lucas A. Turner. P.E. PE 088201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 GO REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A ej�� i1 �■r \1 MAX. VENT DAYLIGHT CI OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q HORIZONTAL SECTION - XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT I.-- DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT •• ••• • ■ 3 • • •• • • • • • • • • • • •• • • • • ••• • • • ..• .v gTlta StViciN . • • • FIXED UNIT • • • ••• • • HORIZONTAL SECTION - XX yrw MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X lYelDljCt REVISED MON code Awi we lao0�j5b- ► ie S � ALL PRODUCT RENEWED es complying with 8me Florida guiding Code Ampler= No 0• Rawl 0, P34. F.K. Remiss F.K Re er. FX. 3/25/03 1» 7/10/03 Revadonx Revisions: O • • • • • ADD 13/10' LG. GLAZING BEAD ITEM • • • • • SHOW TOP HINGE • • • • • • • • • 6/23/05 CHG SHT. NO. REF AND ADD ITEM89 • • • F.K. We: 12/17/02 Chee"d ay Derr: • • • X70 TECHNOLOG•DRIR0 NOKOPFL 34275• •• • P.O. BOX 1529 NOKOMIS, FL 34274 • • • eibir Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT S.m®4wx CA-740 NTS Shat 10 of 13 7045 -8 fr-2( /ar Lucas A. Turner, PE. PE #58201 • Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •, • • •• •• ••• • • • ••• • • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB Renal By F.K. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL aela 3125/03 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Re isoa B MAIN FRAME ASSEMBLY DETAIL • • • ••• A Li 1.376" 440" .095"-F CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 59" 2.139" ESASH FRAME HEAD, SILL JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. .438" • • • 2.784" • • • 80 FIXED FRAME HEAD, SILL, JAMB • • MATL: 6063 -T6 DWG# 7005A • • .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT R� EN*PNE O wLh lim !� ! 11 NO CHANGE THIS SHEET Re 8y F.K Dal: 7/10/03 tom: NO CHANGE THIS SHEET Res 01: F.K. 0ma 6/23/00 Re p. ADD 1TEM89 • • • • • • • • • • • • • a ! • • • • • •• Mr. By F.K. Dalt 12/17/02 [Scram! ay • • • • • • II 1070 TEGHNOLQGYDRWE NOK6114$. FL 34245 is • Pt. Box 1529 • NOKOMIS, FL 34274 • • �T Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 11 a 13 7045 -8 Ren- D Luca" A umec, P.E. PE 058201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X I QUAD PH SMS 3 7008 FRAME CORNER KEY 4 12"X1/2"XI/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 48 X 1 QUAD PH SMS 7 7017 6701710 BULB WEATHERSTRIP .18731240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 410.24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.1L & La) 13 1157 78X78PPSMS 48 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8- 32X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.A. & R.H.) 22 7858ZA 48 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ONHANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x1291' #10 X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8115 & I/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT I'VB 32 7/16" LAMINATED (3 /16A & 3/16108 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/16HS GLASS) .090 INTERIAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTW/B 67 7004A 67004 #8X.500 SQ. PN. TEK SMS• • ••• • • • • • CASEMENT FRAME ASS:. TUBE .• • • • • • 68 712XIPPT 69 7011 70 7012 #12X1 "PH. PHIL. TEK. • • LOCK SUPPORT PLATE • • • s • • LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7F1.DHD FOLDING HANDLE • • • •• • Komi . ie Pm ee"a4er. F.K mft 32503 01e: 7/10/03 aerb6"" B aanebu s •• • • ADD 13/18- 1.G. GLASS & GLAZMG BEAD • • • • • NO CHANGE 71415 SHEET • 0 • • • • • • • eem4er PK. 823/05 BeH9✓om • • • ADD EQUIV. TO 17EM44, SILICONE AND ADD ITEMS 87, 88 AND 89 Craw "er. P.K. • Data: 12/17102 c1"ckeder 0. PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FRIED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8 "HS, AIR SPACE, 5 /16 "lAMI) 5/16' LAMI = (2) LIES OF 1/"108 GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3 /I6HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8 "HS, AIR SPACE, 7 /16 "LAMI) 7 /I6" LAMI= 3/16115 & 3/161IS GLASS WUH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" Imo'; - .865" a5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" - I---- {. .050 "-III .865" 0 7116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 • • • *040" di 1.000' • • • "� • • • • .423 • • • • • ("CASEMENT SCREEN FRAME MAIL: 6063 -T6 • • DWG# 7006 • • • • L! • • -• • • 0170 TECE*OL0G•ORNE• NOX0M•,WL 34275• •• • P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better 993" 289" .040° - .172" .870" (((_II .050" F-- .569" 0 13/16' GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" -►I 1.124 "r"- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS .mrc ALUMINUM CASEMENT WINDOW, IMPACT smwmw". CA -740 ass NTS ser 12 a 13 , 7045-8 ee" D Lucas A Turner, P.E. PE #58201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOT.'. c f 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -7 E ASEE NOTE 1 A SEE NOTE 4 1/4° MAX. SHIM ASEE NOTE 1 Jl 6 ;,., ,,, mmuunn„,n„„• 0,1,1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM y r- A SEE NOTE 2 A SEE NOTE 4 1 1/4" �.- MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK -4410 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE --.-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE T A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. •• ••• • • • • • • • •• • • • • • • • • • 3. BUCKS ARE OPTIONAL IF UNIT FIS INSTALLED DIRFSCTLYTGISOLIg G101\0 TE WOOD BUCKS S DEPIC ED AS 2x ARE 1 1 2" THICK OR WOOD GREATER. INSTALLATION TO THE SUBSTRATEbF I/MD BM KS TO 13t ES'I( (LEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CT1ON. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. PRODUCT areaiu DPEDIE Code MeeptunceNo Mae Rand* Cafe' • • • • •-• • • F.K. 3/15,03 B NO CHANGE THIS SHEET Rood ar bete: F.K. 7/10/03 Rem18y We. F.K 6/23/05 Greener F.K owe. C O Checker/ 0/ NO CHANGE THIS SHEET • • • • • • 1 0 TECRW , FLFL. 275 �� • • • i•i • • I�1 • •• REVISE NOTES AND REMOVE 3/16• TAPC� 2#1 ?SCREWS 1 • •/mKO+Yti♦(S III an • • V14 Bette, 9 ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 13 m 13 7045 -8 D (Il2( /0-c— Lucas A. Turner, P.E. PE 658201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 107967 Permit Number: WS -8 -08 -1508 Inspection Date: November 02, 2009 Inspector: Bruhn, Norman Owner: SILVA, ANDREW Job Address: 42 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130780 Phone: (305)668 -8805 Building Department Comments REPLACEMENT OF WINDOWS AND DOOR FOR IMPACT RESISTANT Passed j , ' Inspector Comments CREATED AS REINSPECTION FOR INSP- 92499. A licensed contractor is required for structural work. i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 02, 2009 Page 1 of 1 03/04/2009 11:08 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Miami Shores grillage Building Department 10050 N.B. 2nd Avenue, Miami Shares, FI 33138 Tel: 305.795.2204 * Fax: 305- 756.8972 1,1001/001 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (dame of owncrtagent) ` �h1T +1 I� !DA_ w 41801.13 to perform Special Inspector services under the Florida Building Code at the pro) c: •t (address) 4Z �E. 97_ ,1°• Miami Shores, as of I ®pt J ®i3 v (date ) . I am a registered Architect or Professional Engineer licensed in the State of Florid . PEWIT NUMBER; WS ° 8° E 9 i3 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 O Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.1.7.2.4.2 CI Special Inspector for Steel Connections, Fi3C 2218.2 0 Special Inspector for Soil Compaction, FE3C 1820.3.1 l..l Special inspector for Precast Units & Attaclunents, FBC 1927.12.2 Ci Special Inspector for Pilings, FBC 1822.1.20 J(1 Special Inspector for "Npc_ `'°ate NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. I. Is et.k( 2. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance wi approved plans. Signed and Sealed Date :c1 Engine rcltltect 1 Name (Print) Address CI= .) 85 (`fie m° Phone No.tleoaa, - bcow Florida License V(pa e And/ )Luq This Instrument prepared by: Name: Address: Permit #: NOTICE OF COMMENCEMENT State of Florida County of Dade The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with. Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Pifizrity Legal Description: 0" ! re ( ) Lengthy legal, please see description attached eret • i3 IO- 7b 7 Street Address (if available) 2.- 2. Description of Improvement: 3. Property Owner Name: ,i i►f) y i t- ,- 4. Mailing Address: • 42- 'ME q7 Si-. pi i4,,,;,., .FC•,,, 331136 5. And interest in property: 111111111111111111111111111111111 111111111111 CFN 2008R0670099 OR Bk 26525 P9 4371; (19e) RECORDED 0&/1412008 14:38:20 HARVEY RUVINr CLERK OF COURT MIAMI -DARE COUNTY, FLORIDA LAST PAGE space above reserved for use of recording office 313 6. Name of fee simple title holder if other than owner: Address: 7. Contractor name: Address: 4-L ind0w /✓1/ Aviv Fl_ 31 /3'rPhone Number: Fax #: 3. If Surety Bond, Name: And address of Surety: And amount of Bond: ). Lender name: Address: OA' • 76.6 -206 - 988 nd Official Seal . smug end i;oun o " -s D.C.Php u�►'✓ 0. Persons within the State of Florida (names and addresses) desig other documents may be served as provideq by Section 713.13(1) Name: t�� Address: Fax #: ted by property owner upon whom Notices or A)7., Florida Statutes: er: 1. In addition to himself or herself, Owner designates the following person(s) to provided by Section 713.13(1)(B), Flor a tatutes: Name: Address: Phone Number: Fax #: receive a copy of the Lienor's Notice as 2. Expiration date of this: Owner signature Printed name: SWORN TO AND By: personally known t Notary signature: Printed name: Phone Number: Fax #:.... (expires one year from date recorded unless a different date is specified) Seal: e or produced My commission expires: as identification. P.CAO 14- K- 41 litRam9,r) Miami Shores Village Building Department 10050 N.EZnd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0?—q508. Job Name S4- 4�ct, Date BUILDING CRITIQUE SHEET yi%i g s,Al hA. kJ, -Twe ieiloth;,..) 115 -IP .7 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 8/2/2008 WINDO2 v2 -16 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: Omar Meitin, P.E. Company Name: Trevi Engineering Contractors Group, Inc. Description: Silva Residence 42 NE 97 St Miami Shores, Florida 33138 User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 11.00 ft Ridge Height (RHt) 15.00 ft Mean Roof Height (Ht) 13.00 ft Width Perp. To Wind Dir (B) 49.00 ft Width Paral. To Wind Dir (L) 51.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.27 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Ca : , o I: Ri , id Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid tructures - Complete Analysis Zmin 15.00 ft Izm Cc * (33/z)"0.167 0.2281 Lzm I*(zm/33) "Epsilon 427.06 ft Q ( 1/( 1+ 0. 63 *((Min(B,L) +Ht)/Lzm)"0.63)) "0.5 0.9179 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm — 0.8818 - Gust Factor ummary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 _ Developed by Meta Enterprises, Inc. copyrighti Engineering Contractors Group, Inc. 0 8/2(2008 WINDO2 v2 -16 Detail Wmd Load Design (Method 2) per ASCE 7 -02 Fig! 6-5 Internal Pressure Coefficients for Buildings. Gcoi nditia Gcpi Max + Max Buildings artially Enclosed Buildings Buildings Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 0.18 1 -0.18 Figure 6-11- External Pressure Coefficients. GCri Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4.9 = => a Hipped Roof 7 < Theta <= 27 a 4.90 ft Double Click on any data entry line to receive a help Screen mponent width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ibtft ^2) Max Min , Max Min Window 1 3.11 5.25 16.33 4 0.96 - 1.06 44.98 -48.92 Window 2 1.54 4.25 6.55 4 1.00 - 1.10 46.46 -50.40 Window 3 3.08 4.25 13.09 5 0.98 - 1.36 45.65 -60.59 Window 4 1.54 4.25 6.55 _ 4 1.00 _ - 1.10 46.46 -50.40 Window 5 1.54 3.25 5.01 4 1.00 - 1.10 46.46 -50.40 Window 6 3.08 4.25 13.09 4 0.98 - 1.08 45.65 -49.59 Window 8 3.08 4.22 13.00 5 0.98 -1.36 45.67 -60.63 Door 10 2.29 6.67 15.27 4 0.97 -1.07 45.18 -49.12 Mullion 8 6.17 4.22 26.04 5 0.93 -1.25 43.57 -56.43 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Mew Enterprises, Inc. copyright-hail Engineering Contractors Group, Inc. Page No. 2 of 2