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WS-08-1827Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/25/2008 Inspector: Bruhn, Norman Owner: DOLL, JOHN Job Address: 909 99 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTH FLORIDA IMPACT WINDOWS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060340230 Lot: Phone: (305)668 -8805 Building Department Comments replace windows with impact windows ® ®� cti Passed Inspector Comments cc Ace #44 # LIII:oceJek. )3° c 1 3D rC. f2S'.®a 6160 %� %,o '` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, November 24, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 RECEIVED N OCT 14 2006 4) o'2 Permit No. \A9 S0t^ Master Permit No. Permit Type (circle): Building Roofing Q Owner's Name (Fee Simple Titleholder) H t E `� ®LL ¢ 14 CAR 110 Phone # 310-C- - 335 — 092-7 Owner's Address R CA Clq Si. city nom! om! SHRgs state / / Zip 33138 -24-46 Tenant/Lessee Name Phone # '-• Job Address (where the work is being done) 901 9 Ne 94 S ' City Miami Shores Village County Miami-Dade Zip 33/3 Q - 25 FOLIO / PARCEL # /1 — 32.06 - 03'f - 0 20 V Is Building Historically Designated YES NO V Contractor's Company Name AL ° !'oil/0A 141411040 -C Phone # 325-- 66B - 0005 - Contractor's Address 42-sq $1.--1, 7Z- AVE-- City /c7/ Pi iv) / State FL- Zip 33 155 . Qualifier Name RANI 0 i' AA0 v Phone # State Certificate of Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) C14 + S fie-P-1...., Phone # 79 242- - /72° Value of Work For this Permit $ /5 t O ®® Square / Linear Footage Of Work: Type of Work: ['Addition DAlteration [New L!i' Repair/Replace ❑ Demolition Describe Work Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Confb t $ Double Fee $ Structural Review. $ (= 4' Total Fee Now Due $ See Reverse side -+ cl "(U X08 \4IA i SHORE,' 11 1 LA F Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 4,2_ of 2 ECI OCT 14 EON Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme „nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b� apirgved reinspection fee will be charged iiI or Agent Contractor was acknowledged before Al- e me this ! The foregoing instrument was ackn ledged before me this day of I ,#,� 20 , by known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********************************************************************* ,,,,�.r;/.;••' *!tA.. * * * * ** APPLICATION APPROVED BY: (Revised 07 /10/07) Plans Examiner Engineer Zoning MIAMhDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 bf 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 # 04-0528.06 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 Jaime D. Gascon, P.E. NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04 /28/00, with revision "C" on 05/03/06, 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 aluminum windows (00 configuration) 60" x 54" mulled together with a lx 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- 0528.06" 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 aluminum windows (OOconfiguration) 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# 04-0528.06" 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 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. o � . Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04 /21/06, stating that the product is in compliance with the Florida Building Code (FBC). E -1 Jaime D. 4 n, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 MULLIONS h H ki M3 \\ 0 i / 1`y M1 M2 _1 PP-P 1 � 1. 1.4' Wi 1 W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 4 .-. H 1 M3 \\ 1 P~\ e ( aik PP-P 1 � 1. 1.4' --W 1 W2 W3— w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED WJONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 NOTES: 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "B'; "C" OR D" BOTH ENDS MULLIONS H 1 —W1 '4J W W2 MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H 1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robei L Clork, P.c. re #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Resod By: F.K. Read By: F.K. Drown rA/0Revisions: 6 8— REVISE ANCHORAGE Revisions: 573/06 C -NO CHG THIS SHT By P.J.P 4/2Dote: 8/00 Description: 2" HEAVY WALL, ELEVATIONS ftIe: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Smote: NTS sneer. 1 at 5 Drawing No. 6223 Rao. PGT 2x MULL10 FOR 2" MULL 1 8" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" PGT 2x MULLION- #12 SCREW, SEE NOTE 3 WOOD j—BUCK 2t(L)11() / MIN. 8 1--4" OR 6 "--1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" NOTES; 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE —FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4 ". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 2x MULLION — 1 i ilr MIN. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ". SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" moire lb PM* tZeB ND • Oa TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clerk, P.E. PE #39712 Structural ITT INDUSTRIES Revp. Fd K. B 1i9 /06 Revel By: F.K. 5%3/04 BR- REVISE ANCHORAGE C-NO CHG THIS SHT Drawn By P.J.P. 4°a /oo Description: 2" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 TIBe: ALUMINUM TUBE CLIPPED MULLION Series /Node!: MULLS Scale: NTS Sheet: 2 a 5 !rowing No. 6223 Rev: C 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 MAX. • , /2 (3) ANCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. (TYP) L4/2� A' (3) ANCHOR LOCATIONS CLIP LENGTH CHART FOR 1x MULL MULL SIZE 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 NOTES: 3 MIN. (4) ANCHOR LOCATIONS 1 MIN. FROM ENDS (TYP) r MIN. I (NP) (4) ANCHOR LOCATIONS 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN. MAX. MIN. (6) ANCHOR LOCATIONS ( —A /2_® A' (6) ANCHOR LOCATIONS (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. 1 (TYP) MIN. e l—(A'- 3/4)/3 /� A' (8) ANCHOR LOCATIONS TO BE USED ONLY WITH PST INDUSTRIES PRODUCTS f �/ otw. L Clara, P.E. Pt. #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 79/06 Reviafena: 0-ADD 3 -4 HOLE APP. "vs' AP:: : F.I. Oat: 5%3/06 Revisions: C —ADD MISSING DIM. Dram By P.J.P. 426/00 Deaniallon: 2" HEAVY Rtle: ALUMINUM WALL, ANCHOR LOCATIONS TUBE CLIPPED MULLION Series/Model: MULLS Scale: NTS Sheet 3 of 5 Drawing No 6223 Rev: C 12 4 NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4 2x HEAVY WALL MULLS MAT'L: 6063 —T6 PROIRJCPREWSID zs.ce TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS S 4 obert L. Clark. P.E. PE $39712 Structural Re p: aaK Drawn try: P.J.P. Description: 1%9/06 Revisions: B 410 CHG. THIS SHT Dee 5%3/06 Revisions: C —NO CHG TH /S SHT M0/00 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7529 NOKOMIS, FL J4274 IItle: ALUMINUM TUBE CLIPPED MULLION Series /Model MULLS Scale: 7x Sheet 4 of 5 Drawing No. 6223 R co 2 z MULL LENG 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 1/U 1/U 1/U 1/U U 1/U 1/U 1/U 1/U 1/U 1 /0 1/0 1/0 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 168 170 162 170 159 170 158 170 158 170 170 170 170 170 170 170 165 170 154 170 146 170 140 170 136 170 134 170 133 170 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 166 122 162 119 159 170 170 170 170 162 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 170 170 166 170 148 170 134 170 124 166 117 155 111 148 106 142 103 137 98 130 170 170 153 170 136 170 123 164 113 151 106 141 100 133 96 127 92 123 86 116 165 170 142 170 125 167 113 151 104 139 97 129 91 123 87 115 83 109 77 98 144 170 123 163 109 141 98 125 89 112 83 102 78 95 73 88 70 83 63 73 140 170 119 154 105 133 94 118 86 106 80 97 75 89 71 83 67 78 61 68 105 108 89 90 78 78 69 69 61 61 56 56 51 51 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 ANCHOR TYPE & QTY. (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B MULL LENGTH IN INCHES 42 48 60.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 162 160 159 159 170 170 170 170 170 154 149 146 145 145 170 170 166 152 142 135 129 125 123 122 170 170 154 141 131 124 119 115 112 109 170 167 149 136 127 119 114 110 107 104 177 153 136 124 114 107 102 98 94 90 163 141 125 113 104 97 92 88 85 79 151 129 112 100 91 83 78 73 69 63 107 90 78 69 62 57 53 49 47 41 98 83 72 63 57 52 48 45 43 37 45 37 32 28 26 23 21 20 18 16 47 47 44 44 37 37 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. l -_ I_J k_Opening_4 Width Horizontal Mull Opening Wilth Mull Length 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. 1/4" TAPCON B. #12 SCREW Mull Length \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS �� 6. R6 or L Clark, ?.E. PE 09712 Structural Revsd B Rend IBCy: F.K. 1,9/06 ReNatons: B- REVISE ANCHORAGE 5%•3/06 Revisions: C —NO CHG THIS SHT Drawn By: P.J.P. 428/00 Description: 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Rile: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet. 5 01 5 D, Ng No. 6223 R STRUCTURAL • • ••• • • • • • • • • • • • • • • ••• • • • • • • • . • • • • • • • • • • . • • . • .. • ... .. • • • ......•. • • • WIND'CALCU TIbNS INSTALLER: SOUTH FLORIDA IMPACT WINDOWS & DOORS 4259 S.W. 72ND AVENUE MIAMI, FLORIDA 33155 PHONE: (305)'668 -8805 8 PROJECT: WINDOW INSTALLATION AT: 909 N.E. 99TH STREET MIAMI SHORES, FLORIDA I -DADE COUNTY �' Miami Shores Village BY �..�., DATE 1 APPROVED ZONING DEPT BLDG DEPT,~ SUBJECT TO COMPLIANCE WITH ALL FLDFRAL STATE AND COUNTY RULFS AND if (31 11 Al IONS EPTE BER 4,/2008 CA STR PREPARED LOS M. PER CTURALEN F . P.E. #: 54 B. #: 00 YOUR ON -CALL E G , P.E. INEER 44 81 EERING COMPANY" 9420 S.W. 1 12TH STREET, MiAM1, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242 -4399 • • •.. • • • ... .. .. • • • .. .. • ••. -. . . . . . • STRUCTURAL ENGINEERING COI SU6'TAWS;°ii • •SHEETNO� 9420 S.W. 112TH STREET DATE MIAMI, FLORIDA 33176 TEL (786) 242.1720 - FAX:4 86)'142 -4£99 :" • • •'. • • • • DESIGN CALO}LA TIONSi ' •' ••.• • • Co061 ASE -D2 • • • YuD VELoc r9 = I4(a MPH . • • • • • tAPOSNR Cone(o+Qy C • 50-0044 O r 4o _�. • =mAaRT£ 4=).= 1.00 • Ki_1.003Kit_t.00 • VEw rl E?PoSvitE co • (KO = 0.85 tritoen 'WI>* (03) • AY O1 /r& • . "W "D NaAAR()wear Dim.- �I • (!Ea 1 AO HEIGirr (h) = 1.41 t • Q (cogitiel DISTAW.c' fis isviet 5) • • q,=.0.4$144 5-10� 4 , O ' % -{t`I:. •.. • • . • • • NC OF •• ••• •• • •' + P. GO2.5(4 K,, K% <d ash = o. co 25 (0(0.85 )(1•oo iv, :.4/Q.38 P5F ?_ %1(64) = il.h z ) 44 w: GCS. = =o.t8 4•14g■f• • • ••• • • • • • • • • • • • ' • • • • • • ••• • • • • • Village of Miami Shores Building Department Miami -Dade County, Florida • • • • • • • • • • • • • • • • ••• • • •• •• • •• • • • • • • • • • • •• • • • • • •• • • • • • • • •• • •• • • • • ••• • ••• • • • • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• • Job: Window Installation at: 909 N.E. 99th Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: September 4, 2008 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -7" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: * Building Category: II * Building Mean Roof Height: * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If ou s�ould happen to have any questions or concerns regarding this or any other matter, please do not hesitate to c htact is. Iincer,;l) � ENGINEERING CONSULTANTS, INC. ( E.B.#: 007781) TRU 9/04/08 arlos M. P�� ez, P.E., Structural Engineer F ,. P.E. #: 5 44 YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREET, MiAMi, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 111111 1 1111 11111 11 111 11 111 11111 1 1111 1111 111 NOTICE OF COMMENCEMENT f F-N 211CosKa + 777209 . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR 81-: 26627 P9 3503F .1, 9 ) RECORDED 10/28/2003 13:23:441- a P\ HARVEY RLJVII1v CLERK OF COURT PERMIT NO. ���5 V� ��� TAX FOLIO NO. 1– 32-0.6 `�3�" • MIAMI -DARE COUNTY F FLORIDA 0-13D LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADS MATE OF FLORMA, '1 OUNNTY OF DI i I HEREBYCE,RTTFY of to e, % ,i THE UNDERSIGNED hereby gives notice that improvements will be mad i ettaIfl property, and in accordance with Chapter 713, Florida Statutes, the foliowin • info - n i. , A D 211 is provided in this Notice of Commencement. 1. Legal description of property and street / address: ir)/04-in a SW 0a 0.6 .sec pa 14 °33 Coif /3 4- 14- ax 170 I2.4 .4 ie WITNESS s+ HARVEY RIP By and Orf sf Se LERK E of the day 0 D.C. ption of improvement 3. Owner s) name and address: OI�Ir r lei .igliNISIMIREMMINI 42 Inter in property. e 'ta. Name and address of fee simple titleholder. 4. • tract • s name and address: V O 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different • e is - • + ed) Signatu of Print Owner's Name Prepared by SwSworn to and subscribed before me elJf I ^- day of - k , 20 41 . C.JAUG "94/1 Address: 24 St4 Notary Public: Print Notary's Name: My commission expires: • • ••• •• .• • • • • • • • • • • • • • • ••• • • • • • • •• .• • • • • • •.• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • BUILDING CODE COMPLIANCCOITICE:BC : • : : • CO; : PRODUCT CONTROL DIVISION • • • • • • • NOTICE OF ACCEPTAilTCE V(IA.y. •; 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.gov/buildinecode 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. I SCRIP I 1 ; Se ewe -,740 Ontsw ng a num Casem1ItWindow,�Iu-M.:I �l APPROVAL DOCUMENT: 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., 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 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 Q14':ACCEPTANCE• • . TVIDENCE SUBMITTED • .• • ••• • . • • • • • • • • • • • •.• • ••• • • • A. DRAWINGS 1. Manufacture die drawings ate gectigns. 2. Drawing No.r/0�,4itked `�A�uminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/ t 71Q2 rpyisipp'"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 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 Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. 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 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- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0, .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 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) 6. 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & 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. 05412941.1 cttq PG`f'•Industries for th< _ 'es C -740 Aluminum Casement Window h14115 :apprbvec:+ • i,. 3/06, exp /22/08. Manuel Py� P.E. • • • • • • • • • • • • • Product Contro .I i iner • • • • • • • • ••• • • • • NOANo. i T 17.11 • • • • • • • • • • Expiration Date: May 22, 2013 • . • . Approval Date: May 15, 2008 • • ••• • • • ••• .. • • • • • • • • • • • • • • • • • • • • ••• • • . • • • • • • • • • • • • • • • • • ... • • ••• • . .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ... • • • .. • • • .. ... .. • • . • • • .. • • • • • ... .. • JOB NAME : RESIDENCE 909 NE 99TH ST MIAMI SHORES , FL i i(_ A P.E. s P 8 2008 • • ••. • • • ••• •• .• • • • •. •. • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • .•• • • • • ••• 1 F ••• • • •• • • • • • • • • • • ••• • • •. • • • • • • • • • • • • • • • • • • • • • • • • ... • •.• • • • Fl •• • • • •• ••• •• • • • • . • • • • •• • • • • • ••• •• NOT PART OF THIS PERMIT LEFT NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT A GARAGE CL FAMILY ROOM LIVING REAR RIGHT NOT PART OF THIS PERMIT NOTE: MEAN ROOF HEIGHT : 14' -6" ROOF TYPE : 4:12 GROUND FLOOR {iN t oc 1 IN FLORIDA P.E. ado. 5464 REVISION: DATE: 09/05/08 SCALE: 3/16" = V DWG. BY: M.R.Z. JOB #: 221 1 of 6 • • ••• • • • ••• •• •• • • • •. •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • • • • . •• • • ••• • •• • • • • • • ••• • • • • • • •• •.• 3OTE 1; WINpQW AMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE •; • • • • Wn S'F• L4NIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN ruSS�TRES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS • • . Mi1 r ITI% V-IE MADN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAI4IING .ETC.) ' 'SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR • •• Z0 NOT PART OF THIS PERMIT 2' -10' ELEVATION A -A "Al" 37" X 40" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -712 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "B" 56" X 52 -1/2" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS BUILDING CONTINUES "Cl" 56" X 63" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "C" 56" X 63" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08-0117,11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS P.E. REVISION: 2008 DATE: 09/05/08 SCALE: 3116" =1' DWG. BY: M.RZ. JOB it 221 2 of 6 J • •• • • • • • • • • •. • • • • •• •• • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • ••• •• • • •• •• NOTII 1: ji'.Ils1'DO1% FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • • • "jVVIT I T5TTWS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. • • NO'b'it a •©ilLY'%i OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN • PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS • ::31E 3 : :TZT 4Att WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SMALL B}3 DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO • • • • CAMUtA.TIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR BUILDING CONTINUES 1-- (EGRESS) (EGRESS) ✓. ELEVATION B -B "D" 74" X 52-1/2" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS "E" 19 -1/8" X 38 -3/8" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS REVISION: 1 lLC UDAf.E. iv 54E144 DATE: 09/05/08 SCALE: 3 /16" = 1' DWG. BY: M.R2. JOB #: 221 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • ••• •• • • •• • • • • • • •• • • • • • • • • • • • ••• 0 ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• ELEVATION C -C BUILDING CONTINUES "F" 37" X 52" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H,S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAM NG,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR 5' -7' BUILDING CONTINUES ELEVATION D -D "H" 56 -1/2" X 40" (XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS Fl. 0?,;DA P.F. N,,. 54044 20 REVISION: 1 Z 4.1 0 E DATE: 09/05/08 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 221 4 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •1• • ••• • • • NOTE '1: • W II lr C W F$A EM t •L ION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE Pgi ; 'PS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. •• • • • • • ••• •• NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAM NG,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOT PART OF THIS PERMIT Real 5' -6m ELEVATION E -E "A" 37" X 40" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS STRUCTURAL ILO G C;i';il!F.EEFR 8 REVISION: c9 c a /' DATE 09/05/08 SCALE 3/16" = 1' DWO. BY: M.R.Z. JOB #: 221 5 of 6 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • BUILDING CONTINUES INUES •• • • • • ••• ••• ••• •• • • NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • •• ' fl LH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. • k4 ONL1 THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN ' •P1SSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FR.AMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOT PART OF THIS PERMIT .71/ NOT PART OF THIS PERMIT ELEVATION F -F "G" 31" X 40" (X) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 08- 0117.11 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS 1110. c -uUU7781 RE. Fi r`�.$`- REVISION: J DATE: 09/05 /0S SCALE: 3/16" m 1' DWG. BY: M.R.Z. JOB # 221 6 of •••: • MO?'BS.U:4;t3E MISSILE WINDOWS •:• 1'. k•AZINGOPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANF E,AI:Ep GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED •:GLR►SS Lill AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 13'5/16N LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SIXL1,717N OR DUPONT PVB. «C 7 :16" 4MINATED 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 O • • •• • • • • • • • • • • • • • • ••• • • •••• • • • •• • . •• • ••• • • CONFIGURATIONS OPTIONS x 0 x 0 i x 3 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 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 /4-4 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR /11-1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 04. 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. 14 1/2" 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 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1 /4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. 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. �7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. —11120 PRODUCT RENEWER $3 cor2Ey"?p;p to?, 9'wk�?. siht %adding Ci= p1rak :2 Revsd By Dale: F.K. 3/25/03 Revsd ay: Date: F.K. 7/10/03 Revsd 8y Date: F.K. 6/23/05 Drawn By Date: F.K. 12/17/02 Revisions: B ADD 13/16° I.G. & MOVE GLAZING DETAILS TO SHEET 2 Revisions: C NO CHANGE THIS SHEET Revisons: D Checked 8y ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Date: 1070 TECHNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 T DesotpHOn: NOTES AND TABLE OF CONTENTS ran. ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Modet CA -740 NTS Sheer 1 at 13 Dwane No. 7045 -8 Row. Lucas A. Turner, P.E. PE #58201 Mechanical • • • ••• • • • • •.• • •• • • • • • • .• • ••• • • • • .. • • • • • ••• • . • •• •• • ,, :: T /8" AN NEALED OR • • HEDIT STRENGTHENED GLASS • • • •• • • • • • • ••. • • .•• • • • •. • • • • • • • • • .. • • • . x-.090 PVB INTERLAYER H- 1/8" HEAT STRENGTHENED GLASS • • • . • • • . • • • • ...• •• 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 46 .65" NOM. GLASS BITE f 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - 13/16" 5/16" LAMINATED COMPONENT - 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT f--- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1) 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 13/16" -�- 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER -3/16" HEAT STRENGTHENED GLASS alkidall at illei > �+ • 1 1 I MPS I) 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL .65" NOM. GLASS BITE PRODUCT,' c 1 0:14.:11) . :far...:_ . .... 1 iam.. l.0x..a:.w tee Raved By F.K. Date: 3/25/03 Revisions: B REDRAW GLAZING DETAILS & ADD 13/16" I.G. Raved By. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Rem! Or F.IG Dale: 6/23/05 Revisions: D ADD 13/16" LAMI I.G. W/ 7 /16°LAMI & CORRECT 5/16" LAMI DETAIL Drawn By F.K. Date: 03/25/03 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13GT Description' GLAZING DETAILS Trite: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Senes/Modeis CA -745 Scale: NTS Sheet: 2 of 13 Drawing No. 7045 -8 Rev: D Luca.. A Turner, P.E. PE #56201 Mechanical • • •.. • • • • • • • • • • • • • • • • • • .. • • •. • • • • • • • • • • • • • •.• • • • • • •• • • ••. • . • •.. .. • • • • • • • • • • ••• •• .• • • • • • • • • • ••• • • • • • • • • • • • • • • • •••• • . • •� 1 /2" • • ••. .• • ANCHOR LOCATION TYP. gEN'GEF IN' • •. . • .'•. ••1.1128 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. 7" \ 4" MAX. • 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -- OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 4" MAX f 4" MAX. 134" MAX. WIDTH DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 \ SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. E1DAYLIGHT OPENING 1 i 13" MAX. O.C. i 1 4" MAX. I 4" MAX. 53" MAX. 30" MAX. DAYLIGHT --DAYLIGHT OPENING OPENING 1 1 1 1 I 0 \ SEE MEETING RAIkDETAIL FAYP. (2) A 69" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) A 76" MAX. HEIGHT 1 +atter tipa Puma NOTE: "X" PANEL MAY SWING • I Z,gpi IN EITHER DIRECTIONiFnC.. s . 0 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. 60" MAX. FIXED 76" MAX. BY HEIGHT Mb Di , oa PRODUCT RENEWED as courtly yen with Mel Lei& Bakilag 1 - 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) Raved By F.K. Dale: 3/25/03 Revisions: B CHANGE SHEET NO. REFERENCES Rend By F.K. Dale: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Read By: F.K. Date: 6/23/05 Revisions: D CHANGE MAX. HT. TO 76` AND MAX DLO TO 69" Dawn By: F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I 13 GT Vii* Deacriga= 'XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Series/Modet CA -740 Sege: NTS Shag 3 of 13 Drawing No. 7045 -8 Rev: `z Lucas A. Turner, P.E. PE #58201 Mechanical • • • •. •• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • •.• • • •• • • • •. • ••. • • • • •. • • • • • • • .•• • • -• • • Is • • • • • • ..• • • • • • • • • • • • • • • • • • • ••• • • .. • • • ••• • • ••• • • • • •••. • • • • • •••• • • • •• ••• •• • • • • • • • • • • ..•. •• 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 y- OPENING �. 4" MAX. Ft 4" MAX. L ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 0 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 1 I 141/2" MAX. O.C. s 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4" MAX. / 4 n MAX. L- ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. r— DAYLIGHT -�- OPENING DAYLIGHT OPENING ----- x--13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION \ j/ �`v / / \ / SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 37" MAX. VENT 1 13" MAX. O.C. 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) 76" MAX. HEIGHT PRODOCT REVISED as it Rode* gab PRODUCT RENEWED ,ys comp@yh g with the Flarisks !nwag CO.a • ; • ! . Acuptmee 111 EzPinalaw 150:2 Pr • Revsd By: F.K. Date: 3/25/03 Revisions. B CHANGE SHEET NO. REFERENCES Revsd By: F.IC Date: 6/23/05 Revisions: C ADD HINGE DETAIL & HINGE LOCATION NOTES Revsd By: F.K Date: 7/10/03 Revisions: D CHANGE MAX. HT. TO 76'' AND MAX. DLO TO 69° Drawn By F.K. Date: 12/17/02 Checked By. F.K. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r IT_ ViSfr&iybzeBerser Desolation: 'X' "0", "XO" & "OX" ELEVATIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Stale: NTS 4 of 13 D.ewMg Mo. 7045 -8 Rev: D Lucas A Turner, P.E. PE #58201 Mechanical • • ••• •• •• • • • • • • • • • • • • • • • • ••f • • .. • • • • • • • • • • • • • • • • ••• • • • • • ••• •• •• CGIYIRAT 4TI`y/E ANALYSIS TABLE 1. WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLA2I 0 OPTIONS: iA,._ 5116 °LAIC /II l8 "A_O1,178"1#S) FB,5I-1 E LAND "H 0.911 //MS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) • • • . • �t tt• ' • WIDYH •'. •. •. • • • • • 26 NEG HEIGHT 31 POS NEG POS 36 (_.38 318 NEG •• • • • • • 4 • ••. 1 • • • 1 • • • 1 .• • • • f -49•178 • .• 4 • • • • 24 9• 0.0 70.0 -90.0 •B,E• ,-90.0 -90.0 70.0 -90.0 70.0 -90.0 261 /2 B,E A - 90.0 70.0 -90.0 - 90.0 70.0 -90.0 B,E 30 A -90.0 -90.0 70.0 -90.0 B,E -90.0 70.0 70.0 -90.0 POS NEG 43 POS NEG 70.0 -•0.0 i• i 1 0 70.0 -90.0 70.0 0.0 70.0 -90.0 70.0 -90.0 70.0 0.0 70.0 -90.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -86.3 B,E -90.0 70.0 34 A -75.0 70.0 -90.0 -75.0 70.0 -90.0 70.0 -75.0 B,E -75.0 70.0 -75.0 70.0 -75.0 36 A -75.0 B,E -75.0 L 37 j A -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 70.0 .0 .0 70.0 -87.4 70. ' -90.0 70 `' -81.0 7t).0 -90.0 ___7_11.11, -90.0 0.0 -75.0 0.0 -70.4 70.0 -75.0 -73.7 70.0 -67.9 B�,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 TABLE 2. 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -77.6 -90.0 - .0 .5 - 5.0 0.4 70.0 . -75.0 POS 70.0 70.0 48 50 5/8 NEG -90.0 POS -70.0 NEG POS - 54 NEG 57 60 63 66 69 72 -90.0 70.0 -90.0 POS NEG 70.0 POS -90.0 70.0 NEG -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 POS NEG POS 70.0 70.0 -90.0 70.0 -90.0 70.0 NEG POS NEG -90.0 -90.0 70.0 -90.0 POS 70.0 NEG POS -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -83.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 -90.0 70.0 -86.3 70.0 -84.2 70.0 70.0 -90.0 70.0 -90.0 -83.2 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 81.7 -90.0 70.0 70.0 70.0 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 70.0 -90.0 70.0 70.0 -68.4 70.0 70.0' 70.0 65.5 70.0 60.4 70.0 59.0 70.'4 x=75.0 68.4 -90.0 -63.9 70.0 -90.0 70.0 63.9 -60.0 60.0 -90.0 -58.5 70.0 -90.0 58.5 - 56.2 70.0 56.2 -90.0 67.8 70.0 -66.2 66.2 -65.0 65.0 -63.7 63.7 -53.4 53.4 -90.0 70.0 -90.0 70.0 -61.8 61.8 -58.9 58.9 -90.0 -56.1 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 56.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -53.8 - 90.0 53.8 -50.4 50.4 -47.7 47.7 -57.5 -75.0 -54.3 57.5 -54.9 54.9 -51.8 51.8 -48.6 70.0 48.6 -90.0 70.0 -90.0 -45.2 45.2 -42.4 -90.0 -51.3 -90.0 -45.6 70.0 -90.0 42.4 70.0 -75.0 70.0 -75.0 70.0 54.3 -51.1 51.1 -47.9 47.9 -75.0 -44.8 70.0 -75.0 70.0 -75.0 70.0 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -52.8 52.8 -49.9 49.9 -75.0 70.0 -75.0 70.0 -46.4 46.4 -75.0170.o -43.5 43.5 -41.1 41.1 -38.6 70.0 38.6 -75.0 70.0 - 75.0 70.0 -75.0 70.0 "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 G ING OPTION: C. 7/1 " LAMI (3/16 "A,.090,3 /16 "HS) ALL " SIZES UP TO {7" WIDEIx 63" HIGH AND ALL "X" SIZES Up TO 32" WIDE x 72" HIGH I -90.01 70.0 TABLE 2A. "X" WINDOWS GLAZING OPTIONS: C. 7/16" MI (3/16 "A,.09 TEST REPORTS: FTL -4607, FTL -4608 ,3/16 "HST F.13/16" LAMI (1/8 "A,AIR SPACE, /16" LAMI -W/ 3/16 "A,.090,3116 "HS) -55.0 55.0 ALL "X" SIZES WP TO 37" WIDE x 76" HIGH (3.7 [16\ NOTES: A 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 PRESSURE IS LIMITED TO 69.6 P.S.F. x 70.0 -90.0 70.0 -90.0 70.0 51.3 -49.8 49.8 -48.3 70.0 -90.0 70.0 -90.0 48.3 70.0 45.6 -43.9 43.9 -42.2 42.2 70.0_ -87.8 70.0 -84.4 70.0 PRODIXTSIVISOD .:.1- IZ. �. PRODUCT RENEWED as complying with the Roai& hiding Cede Accepts= Na tom Date Revad By: F.K. Date: 3/25/03 Revis,ons: B ADD GLASS TYPE E TO TABLES 1 & 4 Raved By. F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Reese Sr F.K. Date: 6/23/05 Revsbns D REVISE ANCHORS & ADD 76" HEIGHT OPTION Drawn By: Defer Checked By: Data: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOIIKOMIS, FL 34275 8°.o.'BOX 1523 NOKOMIS, FL 34274 SGT_ Visibly Better Dasaloflon: PRESSURES- X CONFIG. WINDOWS Tau ALUMINUM CASEMENT WINDOW, IMPACT Series/Model. CA -740 Scale: NTS Sheer 5 a 13 D awM9 No 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical • • ••• •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • •• • • • • • • ••• ••• • • • •• • • • • • • • • • ••• • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • •• • • • ••• • • ••• • • ••• • • • • • • • • • • • • • COMPAMTIY, ANALYSIS TABLE 3. ••••• • • •• • WIDTH ")(X7 W Nt -jowSi TEST REPORTS: FTL -3582 • GLAZING OPTION: _A. -5116" IAMI (1 /8-"P,.O90178 "HSF HEIGHT 26 NEG POS NEG 31 POS 36 NEG POS 38 3/8 NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 70.0 48 NEG POS 50 5/8 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 531 /8 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 F-57-7 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 64 A 68 -75.0 -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 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 74 A -75.0 70.0 _ -75.0 70.0 -73.7 70.0 -67.9 67.9 TABLE 4. -75.0 =75.0 -7 0 -71 1 -65 5 -61.4 -5'- .0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 7 -74.4 70.0 70.0 -68.4 70.0 68.4 -69.6 69.6 -63.9 63.9 -61.8 61.8 -58.9 58.9 65.5 -57.5 57.5 -54.9 54.9 60.4 -54.3 54.3 -51.1 51.1 59.0 -52.8 52.8 -49.9 49.9 NEG POS -75.0 70.0 NEG 57 POS 60 NEG POS 63 NEG POS -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 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 65:2 65.2 -6' -63.0 63.0 -60.8 60.8 -58.0 58.0 !1 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -56. 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 47.9 -44.8 44.8 -42.2 42.2 -39.7 -46.4 46.4 -43.5 43.5 -41.1 41.1 _ -38.6 42.4 39.7 38.6 r- "XX"'WINDO S TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B.-5 /16 "- LAMI- (1/8"HS; 090,,1/8 S) t E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX "SI ES UP TO 74" WIDE x63 "HIGH 1 -75.0 I 70.OE TABLE 5. "XX" WIN it OWS GLAZING OPTION: C. 7/1 '." LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XX" IZES UP TO 74" WIDE x 63" HIGH 1 - .01 70.0 maim I MO Dblidee TABLE 5A. "XX" WI ■DOWS TEST REPORTS: FTL -3580, FTL-46 , FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /111 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16' LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" 4IZES UP TO 74" WIDE x 76" HIGH -55.0 1 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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as complying g with the l %M Asseptsuee No let Date Revad By Date: Revisions: Revsd Dy: Date: Revisions: Revsd 6y: F.K. Date: 6/23/05 Revisions: REVISE ANCHORS & ADD TABLES 76° HEIGHT OPTION Drawn By: F.K. Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P4 Gm. I r Visibly Better Desutptbn: PRESSURES - XX CONFIG. WINDOWS tree: ALUMINUM CASEMENT WINDOW, IMPACT seres<Modec CA -740 Scab: NTS sneer 6 or 13 Drawing No. 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical • • •• •• •• • • • • • • • • • • • • • • •• • • •• • • • • • • .• • • • • • • ••• • • •• • • • •• • • •• • • • I CO ' ' MAT ALYSIS TABLE 6. "O" & "114 - 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 Il • • • • • • LAZING • • • • ••• 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,.090,3/161-IS) 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 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 i-ol • • • 36 uxok" •. 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 • 72 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 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 - 55.0155.0 - 55.0155.0 - 55.0155.0 i • : ` 3? • • • • : ` ` i 14 • • • ` �1 -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 •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 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 -55.01 55.0 -55.01 55.0 391/2 79 A -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 46.9 - 43.6 43.6 -41.1 41.1 - 38.6 38.6 - 36.5 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 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 -87.4 70.0 -83.2 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 - 58.4 58.4 -63.3 63.3 - 56.4 56.4 -53.4 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 -84.5 70.0 -79.7 70.0 -75.6 70.0 - 55.0155.0 - 55.0155.0 -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 47.5 - 44.7 44.7 -42.1 42.1 -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 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 70.0 -72.4 70.0 -69.2 69.2 - 55.0155.0 - 55.0155.0 -55.01 55.0 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 42.5 - 40.4 40.4 - 38.4 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 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 - 55.01.55.0 - 55.0155.0 - 53.21 53.2 501/2 101 A -75.0 70.0 -60.8 60.8 -51.3 51.3 - 48.3 48.3 -52.7 52.7 - 48.7 48.7 • - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 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 -75.7 70.0 -70.3 70.0 - 66.8 66.8 -63.5 63.5 - 60.5 60.5 -55.0 55.0 -52.6 52.6 -49.6 49.6 531 /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 -42.2 42.2 -40.1 40.1 -38.0 38.0 - 36.2 36.2 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 -75.0 70.0 -75.0 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 -76.4 70.0 -71.1 70.0 - 66.5 66.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 -53.8[53.8 - 49.4149.4 -46.21 46.2 54 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35.9 108 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 -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 65.4 -61.8 61.8 -59.1 59.1 -56.4 56.4 - 52.8152.8 - 48.4148.4 - 452145.2 551/2 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -372 37.2 -35.4 35.4 111 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 -74.3 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 63.6 - 60.1 60.1 -57.5 57.5 -54.8 54.8 - 51.1151.1 - 46.8146.8 - 43.6143.6 57 A -75.0 70.0 - 56.2 56.2 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 36.7 36.7 - 34.8 34.8 114 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 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 - 66.7 66.7 -61.8 61.8 - 58.7 58.7 - 55.9 55.9 - 53.2 53.2 -49.4 49.4 -452 45.2 -42.6 42.6 581/2 A -74.2 70.0 -55.0 55.0 -43.4 43.4 - 40.9 40.9 - 4 4 . 8 4 4 . 8 - 4 1 . 3 4 1 . 3 - 4 0 . 2 4 0 . 2 - 38 . 7 38 . 7 - 3 7 . 6 3 7 . 6 - 3 6 . 1 36 . 1 - 34 . 2 34 . 2 117 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 -72.2 70.0 -68.4 68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 - 64.9 64.9 - 60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 -47.8 47.8 -43.6 43.6 -41.7 41.7 60 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 35.5 -33.7 33.7 120 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 -73.3 70.0 71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -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 TABLE 7. "0" & "1/4- 1/2 -1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 1 4 X 0 PROINCIF11i9 as onapillitsbi the raft Amgen Errs PRODUCT RENEWED as complying wltb &o no* Ridding Cede Acceptance No oa Dote Revsd By: F.K. Date: 3/25103 Revisions: 8 ADD GLASS TYPE E TO TABLE 6 Revert By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6123/05 Revisions: D CHANGE ANCHORS AND ADD 76' HT. OPTION Drawn By: F.K. Data: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FAG" Visibly Better Descdpeon: PRESSURES- 0 & 1/4 -1/2 -114 XOX CONFIG. WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT seriesMaam: CA -740 Srate: NTS Sheet: 7 of 13 Orawbrg No. 7045 -8 Rev D Lucas A. Tumer, P.E. PE #58201 Mechanical • • .•• •. • • • • • • • • • • • • • •• • • • • • • • • • • • .•. • •. • • • • • •• • • •. • • • • • • ..• fib • • • • • • • •• • • • • • ••• • •. • • • • • • • CbMr A11VE RN \LYSIS 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) :Mr' ' •WIIMTN • "XO)4" •'d YTH 3 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 49 1/3 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 1/8 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 67.7 _ - 64.9. 64.9 -62.7 62.7 -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 -56.2 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 _ -58.2 58.2 -55.6 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 61.8 -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 -4.6.4 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" or "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 "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH r-90.01 70.0 1 1 3 3 X O X X 0 0 X PROJ CT. REVISED coma* sec "Ufa TABLE 10A. "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 /16 "HS) F.13/16" LAM! (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "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 -55.0 55.0 0 NOTES: Q 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 PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as complying with the Florid; Balding Cc* Acocptct sc No Ezpiration Revsd By: F.K. Revsd By. F.K. Date: 3/25/03 Date: 7/10/03 Revisions: 8 Revisions: C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Revsd ey F.K. Date: 623/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Omani*. F.K. Dale: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Desclperm PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Seriesthtodet CA -740 Suite: NTS Sheet 8 or 13 Drawing No. 7045-8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical • • •• •• • • • • • • • • • •• • • • • • • • • • . • ••• • •• • • •• • • • • •• • •• • • • ••• Orm@AFc,■1'IV>r AIIALYSIS TABLE I : • • • • • ••• GLAZING OPTIONS: •• • • • • • • • • • • 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 /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/ 1/8 "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 ••WIDT61S:: • 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 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FILED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGJPOS NEG1POS NEG[POS 6926r • - .19f25 • ,31.014 • • A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -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 -55.01 55.0 -55.01 55.0 -55.01 55.0 • • 86.919 _ • • • • 24 D • 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 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 - 55.0155.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -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 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.649 30 . 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -482 48.2 - 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 -66.3 66.3 -63.1 63.1 - 55.055.0 - 55.0155.0 - 52.2152.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 -46.8 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 -36.8 36.6 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 - 47.7147.7 122 33.687 54.627 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 69.4 .64.7 64.7--61.0 61.0 -58.4 58.4 -55.7 55.7 -52.11 52.1 -47.71 47.7 - 44.6144.6 123.135 . 34 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 55.135 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 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 ,-51.51 51.5 -47.21 47.2 -44.01 44.0 126.000 34.791 A -75.0 70.0 , -45.5 45.5 -42.6 42.6 - 46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 "35.0 56.418 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 62.5 -59.2 59.2 - 56.5 56.5 -53.8 53.8 - 50.1150.1 -45.81 45.8 - 43.0143.0 130 35.896 A -74.4 70.0 -43.6 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 36.2 - 34.3 34.3 58.209 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 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3, - 60.6 60.6 -57.6 57.6 - 54.7 54.7, -51.9 51.9 -48.1148.1 - 43.9143.9 - 41.9141.9 130.378 36 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 58.378 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 -79.6 70.0 -69.1 69.1 -65.1 65.1 - 60.5 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 , 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 -36.7 36.7 -35.5 35.5 -33.7 33.7 60 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 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 77.1_. 70.0 -67.3 67.3 -63.3_ 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 -46.31 46.3 - 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 (3/16 "HS,.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 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-90.0 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I 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 Q 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES PRODUCT RENEWED as e eals.fytn.e, t 4SG- ithe Rae& Wang Cf..1,g.0 •; -• ///, /ate Pa-caw 45-.,7', Maul Di4ls' V Revsd 8p. F.K. Date: 3/25/03 Revisions: B ADD GLASS TYPE E TO TABLE 11 Revsd By F.K. Date: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date. 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Drawn By: F.K. Date: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pic," Visibly Better Desrxipsan: PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Title: ALUMINUM CASEMENT WINDOW, IMPACT sertesr ec CA -740 scale: NTS sheer 9 81 13 Drawing No. 7045-8 Rev. D 7 - A Lucas A. Turner, P.E. PE #58201 Mechanical • • •• •• • • • • • • • • • • • .• • • • .. • • • • • • • • • ••• • • '. • •• • • • • • ••• • ;• s ••• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • ••• . • • • • • • • • • • • • • • ••. • • • • • • • • • • • ••• • • • • •• ••• •• • • • • •• • • • • • • ••• •• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XOX fREFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A rai) `l 5 t _1 _ MAX. VENT 011 DAYLIGHT OPENING (SEE SHT. 3) mmm i MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION — XX yr yr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION — X gegz uci REVISED IIISInapiying the Pistils MOM Cam. No 12„ PRODUCT RENEWED ea complying with the Florida Ridding Code Acceptance No Date IJ • 2013 By Rend By F.K. Date: 3/25/03 Revisions: B ADD 13/16' I.G. GLAZING BEAD ITEM Raved By. F.K. Date: 7/10/03 Revisions: C SHOW TOP HINGE Revsd By. F.K. Date: 6/23/05 Revisions: 0 CHG SHT. NO. REF. AND ADD ITEM 89 Drawn By F.K Date: 12/17/02 Checked By. Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I T_ Description* SECTIONS 'Rae: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better s@ rMoael: CA -740 Scale: NTS Sheet 10 a 13 Drawing Ho 7045 -8 Rev: D %v C� �—.- --- v 1V / " Lucas A. Tumer, P.E. PE #58201 Mechanical • • •• •• • • • • • • • • • • •• • • • • •• • • • • • • • • • • ••• • •• • • • •• • ••• • • • • •• • • • • • • ••• • • • •• •• • • • • • • • • • PRAMEEASSEMBLY TUBE, MATL: 6063-T6 •; "A' 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, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 Ti1.376" .095" I .440" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 #8x1 QUAD PH SMS (2) PER CORNER SH FRAME SID E RAIL SA I* 7,...Ai SASH FRAME TOP OR BOTTOM RAIL i 7 1 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1 .434" 2.854" .062" NOM. 1.159" 2.139" SASH FRAME HEAD, SILL JAMB MATL: 6063 -T6 DWG# 7003A L___ 2.784" 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" L2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A mMX Cade PRODUCT RENEWED its complying with Ole Me ?+ 1 Saastli®sz;e - _ �I Accept .~ No • • �..: . s4awi / `yk ; • head D on Roved By F.K. Date: 3/25/03 Revisions: B NO CHANGE THIS SHEET Rend By: F.K. Date: 7/10/03 Revisions C NO CHANGE THIS SHEET Rend By F.K. Date: 6/23/05 Revisions: D ADD ITEM 89 Drawn By F.K. Dale: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P4GT 13e301pf7on: EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sere dbl del: CA -740 scale: NTS Sneer 11 "'13 Drawing No. 7045 -8 Rov: D Lucas A. T arne,, P.E. PE #58201 Mechanical • • ••• • • • ••• •• •• • a • as sr - • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • •• • • • • • ••• • • • • • • •• • • • • • • • • • ` i PARTS LIST ITEM! • DW 7# PGT. # DESCRIPTION 1 MAXIM SINGLE LOCK 7002A 7016 MAIN FRAME - HEAD, SILL & JAMBS • 2 • •• 75 1455 • 78IPQA #8 X 1 QUAD PH SMS • : 3 • : •. _ • • 9048 • • • FIXED WINDOW FRAME - HEAD, SILL & JAMBS FRAME CORNER KEY • , • • • • • • • 82 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE 5 FIXED FRAME CORNER KEY 7003A 7007 SASH - TOP, BOTTOM & SIDE RAILS 6 85 1155 78IPQA #8 X 1 QUAD PH SMS • 9 : •_ 70!, 67017K BULB WEATHERSTRIP .187X.240 • • • • • 7009 • • I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI= SASH CORNER KEY • 9 • • • • •102? LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = MAXIM MULTI -POINT LOCK , 10 7071 7026 BACKING PLATE (SEE NOTE 4, SHEET 13) LOCK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 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 #8-32 X .375 PI3. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x4 2FP #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 /8HS & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16HS & 3 /16HS GLASS) .090 INTERLAYER - 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 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE 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 FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #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" I.G. GLASS (1 /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI= (2) LITES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI= 3/16A & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3 /161IS & 3/16H5 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 _CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) A .706" .050" !� .865" 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 . 523" I I .865" . 050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993" � ' F-1--.289" .040" -►� f- - .172" .870" I II .050" Fes- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 �-1 1.124"r- .125" --�- 1 .062" 1 $ f .093" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 1 2.701' CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PRODUCT RENEWED as complying with the Flortk Balding Code Acsap f rmAc1' • By Raved By. F.K. Date: 3/25/03 Revisions' B ADD 13/16° LG. GLASS & GLAZING BEAD Revsd By: F.K. bate: 7/10/03 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 6/23/05 Revisions: D ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Drawn By: F.K. Date: 12/17/02 Chedted By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.o. BOX 1529 NOKOMIS, FL 34274 111:11r Description: PARTS LIST & EXTRUSIONS Title: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sit. CA -740 Scare: NTS Sheet 12 or 13 Oraweig No. 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical