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RC-11-375
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195196 Scheduled Inspection Date: July 15, 2013 Inspector: Rodriguez, Jorge Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MCKENZIE CONSTRUCTION LLC Building Department Comments FOYER MODIFICATION AND OUTSIDE KITCHEN PERMIT RENEWED ON 12/21/12 Permit Number: RC -3-11-375 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number INSPECTOR COMMENTS False 3305-757-8142 1132050100120 Phone: (323)533-4151 Inspector Comments Passed %% CREATED AS REINSPECTION FOR INSP-195071. CREATED AS �`�� REINSPECTION FOR INSP-190792. CREATED AS REINSPECTION FOR INSP-190579. CREATED AS REINSPECTION FOR INSP-156708 Failed ❑ Window and door inspection is required first. NB. Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 15, 2013 For Inspections please call: (305)762-4949 Page 27 of 33 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-195195 Scheduled Inspection Date: July 15, 2013 Inspector: Rodriguez, Jorge Owner: HELLER, DAVID & JUDE Job Address: 1300 NE 94 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: RC -3-11-375 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition/Alteration Phone Number 3305-757-8142 Parcel Number 1132050100120 Contractor: MCKENZIE CONSTRUCTION LLC Phone: (323)533-4151 Building Department Comments FOYER MODIFICATION AND OUTSIDE KITCHEN PERMIT RENEWED ON 12/21/12 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-173260. CREATED AS ?- 9�� p REINSPECTION FOR INSP-171922. CREATED AS REINSPECTION FOR INSP-171735. CREATED AS REINSPECTION FOR INSP-156722. NEED TO VERIFY TAPCONS. JR Failed ❑ Door configuration does not match plans. Revise plans or match plans. NB Provide PA for Fixed window and mullian. NB Correction ❑ Needed A� ; Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 15, 2013 For Inspections please call: (305)762-4949 Page 26 of 33 COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST F LAGLER STREET, SUITE 1603 MIAN% FLORIDA 33130-1563 (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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 211x 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 is 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. FTI. -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 040528.06" 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# 040528.06" 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. n, 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. 040528.16, issued to PGT Industries for their Tx 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). Jaime P.E. Chief, Product Control Division NOA No 06-0125.08 Expiration Date: June 28, 2011 Approval Date: June 08,2W E-1 f ANCHORS DETAIL V ANUHUHS DEI DETAIL A W = W1+W2 H = H1+H2 (2) WINDOWS MULLED W02—NE ABOVE FOR DETERMIMNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1+W2 M2) MAX OPOW = W OR Wf+W2 MULL LENGTH = Hi ANCHORS DETAIL B" TTOMS W = W 1 +W2+W3 H — HI+H2 MULTIPLE WINDOWS MULLED W10NEAROOVE/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR Hl+H2 MULL LENGTH = W OR WI+W2+W3 M4) MAX OPENING = WI+W2 OR W2+W3 MULL LENGTH = H1 N07E5: I. 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. 7[ 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A �✓ S MAXIMUM OF (7) UNITS. J. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS. jt Rdam1 4. REFERENCE TEST REPORTS., FTL-2902, 2903 AND 2975. Pe sa C" I MULLIONS W = WI+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMIAUNC MAX ALLOWABLE �w DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR Wf+W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES K.A. 1 9/06 B—RfVLS Z' F.K. 1-1711-1 C—NO C A.J.P. 4 26 CD off: 'o"K _m ALUMINUM TUBE CLIPPED MULLION P.i. P.O. 80x' 7978 ���'' Sada' SAr' Om 5q Na Kars. n JQ74 MULLS NTS i d 5 6223 PGT 2x MULUO 2. " OR 6" 1112 FN SMS PCT 2x MULUO 2MULL- I' STAGGERED ON 2" MULLION CUP. CUT OPPOSITE SIDES FLANGES OFF CLIP MIN. (SO AS NOT TO W00D BUCK — — INTERFERE WITH REMOVED TO TO FORMA EACH OTHER) CONCRETE 7 U' CHANNEL AND SEE NOTE 3 / INSTALL AS SHOWN 2�(TYP%, ( .? ®J e 1 PCT 2x MULLI i� #12 SCREW, 1 SEE NOTE 3 �t FOR 2' MULL 1 J' IF12 FN SMS TYPI .AI MULIJON TO MULLION INSTALLATION. QUA A' 2' (SO AS NOT TO — 1a" OR 6--11112 FH SMS STAGGERED ON OPPOSITE PGT 2x-------- MULLION--WIM �. SIDES (SO 1 AS NOT TO INTERFERE EACH OTHER) Il SEE NOTE 3 WOOD BUCK )� ®C ®o ® 12 SCREW, SEE NOTE 3 11 AA 2 PGT 2x MULLION— TYPIC�I MULLION TO STRUCTUR WITH 1N00D BUCK. DETAIL �' L NO 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI-DADE 14 MM'— 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 15 INCREASED TO 1 3/4" 2. 1/4' TAPCONS OR ELCO 1/4' SS4 CRETE -FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF X12 SCREWS FOR WOOD APPLICATIONS. J. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR " OR 6" M1N. 2�(T1P)1h(Typ 14 MIN. f -WOOD BUCK LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -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 I AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. Roe 5. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PE sc bq12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4' TAPCON, SEE NOTES 1 & 3 STRUCTURE WITH ;ONC.. DETAIL DS TO BE USED ONLY WITH PGT INDUSTRIES 10" ALUMINUM TUBE CLIPPED MULLION PA P.Q wx I=�/�� 8Ms Omw"0' MOM%FL W7+ MUus NTS 2 r 5 6223 IF12 FN SMS ' OR 6" STAGGERED ON OPPOSITE SIDES (SO AS NOT TO WOODMIN BUCK 2iTYP)y 2 1_) INTERFERE WJTH — — EACH OTHER) SEE NOTE 3 TAPCON E NOTES 1 & 3 �. 4 TYPICAL MULLION BUCK REMOVED TO STRUCTURE FROM CONC.. WMW WAD DETAtL C" " OR 6" M1N. 2�(T1P)1h(Typ 14 MIN. f -WOOD BUCK LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -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 I AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. Roe 5. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PE sc bq12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4' TAPCON, SEE NOTES 1 & 3 STRUCTURE WITH ;ONC.. DETAIL DS TO BE USED ONLY WITH PGT INDUSTRIES 10" ALUMINUM TUBE CLIPPED MULLION PA P.Q wx I=�/�� 8Ms Omw"0' MOM%FL W7+ MUus NTS 2 r 5 6223 1 2* MULI CP DRRUSION DWG #5/3 MIN. FROM ENDS (TYPJ 8 MIN. (rn') _ L -'A / A' 2" MULL CLIP (3) ANCHOR LQC.dT10N� W/TABS REMOVED .EXTRUSION DWG ®513 i MIN.— R MIN. M ANCHOR LOCATIONS MIN. FROM ENDS 01P) rB MIN. { (rrp) I F � ��w TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS i MIN. FROM 8 MIN e MIN. MM. FROM ENDS (m) MIN. (T1P) RAO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.t 17%106 B 3-4 1aE APP. CUP LENGTH CHART NOTES: FOR )x MULL 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR MULL SIZE W PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON 2 x 4 x 1/4 3 7/16 SHEEP 5. FIND THE CORRECT MULL SIZE AND PRESSURE 2_x s x t/a 5 7/16 REWIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. i r �C.•-�"' -� no•/L CwR, rc �� l" F.t 1575/06 C-AKsm MY. 2" HEAVY WALL, ANCHOR LOCATIOP roKW34275 P.o. �, is" UMV09 , FL x27a ALUMINUM TUBE CLIPPED MULLION s� m,Kv - MULLS NTS 3 w 5 6223 4 � ILI a mss.. 2x HEAVY WALL MULLS MAT'L: 6063—T6 TO BE USED M _Y WITH PGT INDUSTRIES PRODUCTS � s/os -rte ax. n� sHr. % P.J.P ..1573/- -Af0 1216 THS w .14728/00 NO �/ Z 2 HEAVY WALL, MULLION PROFILES TE: , I. REFERENCE TEST REPORT F7L-2902, 2903 AND 2975 1070 TEMOUM arta£ �"� mKawa, a x2m ALUMINUM TUBE CLIPPED MULLION L WM, PE SpW/YOJ@ Sack 4aNnp Na rtw: PE ®39712 P.O. F t929 �.W aoxo�s 3W4 Mutts 1X 4 5 6223 C & QTY. (3) A (6) B ;Kum (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A & QTY. (6) B (6) B (6) B (6) B (6) B (6) B (8) B (6) B (6) B (6) B I� im.nco F.. '573/ P.J.P. 4 28 EAW aoxms. �..r4zrJ �: ALUMINUM I Vertical Mull Mutt Length �Owdehg P.O. Box 15" NONOW a 3Q?4 (4) A (3) A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (8) B (6) B (8) B (6) B (8)s (6) B (8) 8 (6) B (8) B AAtdgple AAu0ed Unite I Length --�Oponlng Wtdt 170 170 170 170 170 170 170 970 970 170 170 170 970 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 HOrizOTttal MUII —� OPentnB Mull LBllgttl 170 170 970 170 170 170 170 170 170 1701 162 1701 159 170 158 170 158 170 - 1701 140 170 136 170 134 170 133 170 170 129 170 125 188 122 162 179 159 170 124 165 119 159 116 155 113 151tL' 155 111 148 106 142 103 137 98 130 141 100 133 96 127 92 123 86 116 X70 D1 �7Q II7 ��t. II1 4l 77 an larxffxnm xwft NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WDTH. FOR MULTIPLE UNITS, �! CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. b112 SCREW TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS sib F.. '573/ P.J.P. 4 28 EAW aoxms. �..r4zrJ �: ALUMINUM t• /ae ,z a.c w�c,wui P.O. Box 15" NONOW a 3Q?4 MULLS PRESSURE CHARTS 1 & 21 5 _a 5`v 6223 C MIAMaDiADE Em MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGUM BULDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 160:1 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www buildinscodeoniine.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 was 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 111X Heavy Wall Aluminum Tube Clipped MuWon-L.M.L 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 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 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 and revises NOA # 04-0528.05 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 06-0125.07 \ Expiration Date: June 28, 2011 19 (0 J •yam Oa Approval Date: Joy 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 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 # 04-4528.05" 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 with a transom lite (0/00 configuration) mulled together with a lx 2 x s/" wall vertical mullion 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 NDA # 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. ���Jal�eD.Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBM -10 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 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. 040528.05, issued to PGT Industries for their 1" x Heavy Wall -Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06128/06. Jal� D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E-2 ANCHORS DETAIL B" ANCHORS DET W = W1+W2 H H 1 +H2 W= W I +W2+W3 (2) WINDOWS MULLED H = HT+H2 W/ONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES MI) MAX OPENING - H OR HI+H2 ON PAGES 5, 6 & 7 MULL LENGTH = W OR W1+W2 M3) MAX OPENING - H OR H1+H2 M2) MAX OPENING = W OR WI+W2 MULL LENGTH = W OR WI+W2+W3 MULL LENGTH - Hi M4) MAX OPENING = WI+W2 OR W2+W3 NO7E5: MULL LENGTH = HI I. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. Z, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF J. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL-2902, 2903 AND 2975. £LCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSA NDS -2001 FOR WOOD CONSTRUCTION /1 / ADM-2000-2000ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS EQUIRE MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). CI9 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE DETAIL A ANCHORS DETAIL B TTOMS MULLIONS W = W I +W2 (2) WINDOWS MULLED TOGETHER .srser FOR DEIERMWTNG MAX ALLOWABLE nmym r O} DESIGN PRESSURE SEE TABLES 1 ON PAGES 5, 6 & 7 MAX OPENING = W OR W1+W2 ~'n MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS USED NLY WITH PGT INDUSTRIES HEAVY 1070TE°"D10" 7O27s 010 tlWYW, I ALUMINUM TUBE CLIPPED MULLION Pi. P.O. BOX I3Q M� UL/' N4LS NTS � 1 a 7 6221 lOIPS. R J4X74 PGT lx MULLION r' 2. OR 4' f T 2 FH SMS WILL.§. STAGGERED ON MULLION CLIP. CUT OPPOSITE SIDES PGT Ix MULLION FLANGES OFF CLIP AM (SO AS NOT TO TO FORM A---, WITH SEE NOTE 3 WOOD BUCK Cl"CHANNEL AND OTHER) REMOVED TO INSTALL AS SHOWN 2(TYP)(�f—, O CONCRETE PGT Ix MULUO #12 SCREW, — — — — SEE NOTE 3 SEE FOR 1" MULL" NOTE 1 '' �,. •' " 2. OR 4• #12 FH SMS STAGGERED -PGT ix MULLION ON OPPOSITE SIDES (SO AS NOT TO INTERFERE SEE NOTES 2 & 3 MRa. WITH &4CH OTHER) — _ SEE NOTE TYP ( ) IkTyp O 0/—SEE NOTES 2 & 3 ANCHOR EMBED. t _ — SEE NOTE 3 SEE NOTE 2 (nP)Iioyp : { A PGT Ix MU TYPICAL MULUO TO STRUCTURE WITIj NOTES: WOOD BUCK DETAIL B" FOR CONCRETE APPUCA77ONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4' SS4 CRETE -FLEX MASONRY )— ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE p; %; •r IS 2 1/2" MIN. EMBEDMENT. TAPCONS 1 1/4` CRETE -FLEX 1 3/4" NO 1' FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4' TAPCONS OR 1/4" I ;' SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING (MINIMUM OF 2 SCREWS PER CUP). IMPORTANT: OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTAT7IONON ONLY. Y. 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 SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. E O ® 4 'MASONRY ANCHOR, SEE NOTES 1 & 3 FOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL D' TO BE USED ' ALUMINUM TUBE CLIPPED MULLION ecwk P4 P.O. Dox im S rot: O q Na '971 xa ors. n 34274 MULLS NTS 2 � 7 6221 b112 FH SMS 2' OR 4' STAGGERED ON OPPOSITE SIDES (SO AS NOT TO WOOD Mmt. INTERFERE WITH _j EACH OTHER) /-BUCK / _ — SEE NOTE 3 (nP)Iioyp : MASONRY ANCHOR ==�= SEE NOTES 1 & 3 SEEt.'.�, NO I TYPICAL MULLION BUCK REMOVED TO STRUCTURE FROM CONC.. W17H WOOD DETAIL 'C" 2" OR 4' f12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) I r I SEE NOTE 3 O ® 4 'MASONRY ANCHOR, SEE NOTES 1 & 3 FOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL D' TO BE USED ' ALUMINUM TUBE CLIPPED MULLION ecwk P4 P.O. Dox im S rot: O q Na '971 xa ors. n 34274 MULLS NTS 2 � 7 6221 A/2 JMIN.TYP. IN. IMAX. 1 1 1 A/2 i" MULL CLfP (CUP TO OPENING) EXTRUSION DWG bq1099 O TWO (2) ANCHOR © THREE (3) ANCHOR LOCATIONS LOCATIONS —{ A/2 IN.TYP. L I 3 r � p dJ iMIN.Af1N. 1" MULL CLIP /TABS REMOVED O ONE (1) ANCHOR ® TWO ()ANCHOR (CUP TO MULL) LOCATION LOCATION EXTRUSION DWG #1099 NOTES: CLIP LENGTH CHART FOR 1x MULL 1. LUPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR MULL SIZE A' PICTORULL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS 1 THROUGH 4 0 1 x 2 x J/8 / 3/16 SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND 1 x 2 3/4 x 3/8 1 15/18 PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. I x 2 3/4 x 21/52 1 3/8 2. 3/8 ANN. EDGE DISTANCE APPLIES TO ALL DIMENSION 1 x 4 , J/8 3 J/16 SHOWN AS MAX. J. REFERENCE TEST REPORTS FTL-2902, 2903 AND 2975. © FOUR 4) ANCHOR LOCATIONS i r, O SIX (A) ANCHOR LOCATIONS IN.TYP. JMIN. mm.o raer (2)EO.SP.® (4)EO.SP.®' Aaib�o i (A-3/4)/2 (A-3/4)/4 + p + p + Ndb BMIN. JMN. O THREE (3) ANCHOR LOCATIONS TO BE USEDLel Y W / GLS G tom 1Fctualaer oRaE taxaes. a 34778 / Rabat i tW' ' P.E PA BOX 1878 � PE as7ls rmXaes to 3+774 St u bxW ® FIVE (5) ANCHOR LOCATIONS PGT INDUSTRIES PRODUCTS Muus I NTS 1 3 - 7 1 6221 0 1 7 7 8 4 4 14 i1 34 wmt�rm�v® man 9x HEAVY WALL MULLS MAT'L: 6063—T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ao/as nm a� n� sHr 1575/os -fN! ( T18S Sflf 4 28 00 EAVY WALL, MULLION PROFILES NOTE 1070 flXHhVUW MMT iNz 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 5 tl== n 307O ALUMINUM TUBE CLIPPED MULLION 4 Clark, P.P. Pz X113 sw w.a� P.O. BOL im Naco�as n "716 �� Sealz Ora v No. Nen MULLS ix 4 d 7 6221 D o CHART 2.-1X2.75X.375 QTY. 8 TYP. OPENING WIDTH IN INCHES ANCHOR 60 1 110 120 130 60 CLIP TO 7(3)13(3) (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A OPENINC3 (3) B (3) B (3) B (3) B (3) B (3) B (3) 13 (3) B (3) B (4) B (3) B (4) B (3) B (4) B (3) 13 (4) B (3) B (4) B �� (3) B (3) B (3) B 1 (3) B 1 (3) B (3) B 1 (3)11 (3) B 1 (3) B (3) B (3) B (3) B 1 (3) B (3) B (3) B (3) B (3) B 1 (3) B 1517PTTYP ANCHOR I80I so I 70 1 0 1 00 100 1 110 1 In I 130 rTey CUP TO (2) A (2) A (2) A (2) A (2) A (2) A (2)A (2) A (2) A (2) A OPENING (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B CTO (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) 8 AAUU x o� --m'i.E o o�y.0000�� D©t3a0�0®RFs' MAIER - MAMA aa� Vertical Mull Lin aAultIple AAuWW Unite IMull Horizontal Mull Wr— Mull LangtA J1Y_b' .Ya• 91adY i 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. ohm. J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES. A. ELCO 1/4` TAPCONS, EMBED. 0 1/4) OR 1/4' SS4 CRETE -FLEX, EMBED. (1 314') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET J. TO BE USED QY Y WITH PGT INDUSTRIES PRODUCTS 5%7/06 cw- 1w sw F.:s�sas C-Ma9ftD amom q�- P.J.P. 14728/00 HEAVY WALL, PRESSURE CHARTS 1 & 2 10mcwtomy 2" ALUMINUM TUBE CLIPPED MULLION Robes! L MIk P.E. P.O. BOX 1878 ��°t w � µ Ren St, #3n2 . Fe J42N MULLS NTS 5 a 7 6221 D CHART 3. -1 x2.75x.660 QTY. & TYP.- OPENING WIDTH IN INCHES ANCHOR so I 80 1 70 1 80 1 90 1 100 1 110 1 120 1 130 1 180 CLIP TO (2) A (3) B (2) A l3) B B (2) A (2) A (3) B (2) A (3) B (2) A (3i B (2) A (3) B (2) A (3) B (2) A (3) B (2) A l3) B OPENING (4) B (4) B) (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B CUP TO MULL ® (2) B (2) B (2) B (2) B(2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 1 (2) B 1 (2) B 1 (2) B 1 (2) B 20 z 1111 29 1 29 1 24 1 24 1 21 1 21 1 18 1 18 1 17 1 17 1 16 1 16 1- I- I- I- I- I NOTESr I as 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. Multiple Mulled Units J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4- TAPCONS, EMBED. (i 1/4� OR Vertical Mull Horizontal Mull i -T 114- SS4 CRETE—FLEX. EMBED. (1 3/4') Mvll B. 412 SCREWS Length 5. SEE ANCHOR SPACING DETAILS SHEET 3. Length o -- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Ii � �L /Os NO CHC tf� AiT �Length� �o hg �////J//f 1.7551m -,{t4f7 o amsm . ��;�//w.. P.J.P. 4 2B 00 /t HEAVY WALL, PRESSURE CHART 3 S,�/ L t0 j4275 ALUMINUM TUBE CLIPPED MULLION 11 n L CIM: V.E PA. BOIr ISTB &are SaM: GamleO Kn Rm NDKOMM ,% MULLS NTS 6 7 6221 SurW ANCHOR 80 I 69 70I 59 I 99 1 109 1 119 I 1= I CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A )A (2 (3) A A OPENING (4)B (B)B (4)B (B)B (4) B (B) B (4)B (6)B (4)B (5)B (4)8 (B)B (4 ) B (B) B (4) 8 (8) (5) B P I k� (5) B (5) B 'PTO (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5j 8 (5) B 0., (5) B (5) B (5) B I 27 27 22 22 19 19 17 17 15 1 15 -,,,�y��pAY N07Es: 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. Multiple Mulld Unks 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4- TAPCONS, EMBED. (1 1/4) OR Vertical Mull Horizontal MUII !� 1/4' SS4 CRETE—FLEX, EMBED. (1 3/4) _ Mull B. #12 SCREWS r i Length 5. SEE ANCHOR SPACING DETAILS SHEET 3. Muu Open ng _ J TO 8E USED ONLY WITH PGT INDUSTRIES PRODUCTS Length Wdth L — —_, /os o-ra cI� ms�1 Opening _!. .% mwa I~ WidM g 5l 06 -Mull Length Width P.J.P. 14728/0 `rte I" HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION x�.. P.0. F 1919 t rE 11' ' �n m� 3Q74 MULLS NTS 7 a 7 �0 6221 su,�nam M I A M IOADE M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI -DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUELDING 140 WEST FLAGLER STREET, SUITE 1603 MOAN% FLORIDA 33130-1563 (305) 375-2901 FAX(305)375-2908. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitter) 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 "Pwmr Aluminum Picture Window-LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control 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 of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03.1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sear by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E1300-98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Theodore Berman, P E. Deputy Director, Product Control Division NOA No 03.1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FIT, -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, PY- Deputy Dhvdor, Product Control Division NOA No 03.1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E-2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS. A. 7118' LAMINATED GLASS COMPRISED OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 311W HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVS. B. 7/18° LAMINATED GLASS COMPRISED OF (2) LITES OF 3MS• HEAT STRENGTHENED GLASS GLASS WITH AN AW INTERLAYER OF DUPONT SUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C.1 1/18' LAM! I.G. GLASS COMPRISED OF (1) LITE OF 3118' HEAi STRENGTHENED GLASS, A 7/18' AIRSPACE AND 7/18' LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 3MW HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1118' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 311(' HEAT STRENGTHENED GLASS, A 7116' AIRSPACE AND 7118' LAMINATED GLASS WHICH IS COMPRISED OF (2) LTTES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT SUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVS. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 8, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-88 (AND ASTM E 1300.94 OUTSIDE MIAMI-DADE COUNTY). S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DARE COUNTn C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DARE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C. D & E) HEAD & SILL: MAX. 8112' FROM CORNERS MAX. 11' O.C. JAMBS: ® MAX. 81/2• FROM CORNERS MAX 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH 012 SCREWS) GENERAL NOTES ..........................1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN..... 4 DESIGN PRESSURES FLANGED.. 6 DESIGN PRESSURES FINNED....- 6 SECTIONS, FLANGED. .................. 7 CORNER ASSY, FLANGED.._ ..... 7 SECTIONS, INTEGRAL FN........... 8 CORNER ASSY, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST... ............. ................. 9 ANCHORAGE .................... _........... 1&10 4. INTEGRAL. FN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA, x 21/P' I.G. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 6'O.C. JAMBS: AT EACH CORNER MAX. 8' O.C. S. INTEGRAL FN UNIT ANCHORAGE WITH 012 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 812' FROM CORNERS r MAX 11.O.C. JAMBS: ® MAX. 8112' FROM CORNERS er MAX 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF T, IE FRAME A S. REFERENCE TEST REPORTS: FTL3836 & FTL-3850 IVOkq>8, R 94lB Pae�r NO7FS 8 TABLE OF CONTENTS I rt�.nLamPB mn,mma ALUMINUM PICTURE WlAIDtJW IMPACT n RK/anioscxasma Vlelbly Bette =, NTS t - t0 +4M4 A OUTSIDE 11/16• NOM GLASS SITE 7/16° LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OUTSIDE I 1/18' IAN GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3118' HEAT — STRENGTHENED GLASS 11116' NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUMPJCTURE_ W/NDOW,IMPAC a'�aaro Vlsfbly Battar� ' I MM I NMI 70 1 42844 .1314TL•i Jam. 7/18' LAW GLASS NOMINAL 3116' ANNEALED OR HEA1 3M8'ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVS INTERLAYER 7/16' AIR SPACE — 3M8' HEAT STRENGTHENED 3/18' HEAT GLASS STRENGTHENED GLASS 12 /-11 12. -7- OUTSIDE 11/16• NOM GLASS SITE 7/16° LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OUTSIDE I 1/18' IAN GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3118' HEAT — STRENGTHENED GLASS 11116' NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUMPJCTURE_ W/NDOW,IMPAC a'�aaro Vlsfbly Battar� ' I MM I NMI 70 1 42844 .1314TL•i Jam. 0 HEXAGON MAX SIE - SO" BETWEEN FLATS OR MAX. AREA - 21.88 SO. FT. FAN MAX. SIE = 98' X 4T OR MAX AREA = 24A7 SO. FT, FULL CIRCLE MAX. SIZE = 80" DIA OR MAX. AREA =19.83 SO. FT n111 OCTAGON QUARTER CIRCLE MAX. SIZE - SO' BETWEEN FLATS MAX. SIZE _ SB" X 88" OR MAX. AREA - 20.71 SO. FT. OR MAX. AREA 2522 SO. FT. ARCH. EYEBROW MAX SIE = 98' X 48" OR MAX. AREA = 31.99 SO. FT. 96" MAX 441/4' / 48' MAX MAX DLO HALF CIRCLE L MAX SIZE = 96" X 48" 921/4' MAX. DLO OR MAX. AREA = 25.13 SO. FT. RECTANGLE NOTE: MAX, SIZE = 48"X 98' OR MAX AREA m 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D 8 E. O.O. BQX 1m —.t TRAPEZOID MAX SIZE = 48" X 98" OR MAX. AREA = 31.99 SQ. FT, 3 >10 Noun o au a,1 Fbg-LCWXP.B. MWWil 64wArttl MAX. SIZE m 48' X 98' OR MAX. AREA = 3025 SO. FT. ELLIPTICAL MAX. SIZE - 98" X 47" OR MAX. AREA - 31.99 S0. FT. EYEBROW MAX SIE = 98' X 48" OR MAX. AREA = 31.99 SO. FT. 96" MAX 441/4' / 48' MAX MAX DLO HALF CIRCLE L MAX SIZE = 96" X 48" 921/4' MAX. DLO OR MAX. AREA = 25.13 SO. FT. RECTANGLE NOTE: MAX, SIZE = 48"X 98' OR MAX AREA m 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D 8 E. O.O. BQX 1m —.t TRAPEZOID MAX SIZE = 48" X 98" OR MAX. AREA = 31.99 SQ. FT, 3 >10 Noun o au a,1 Fbg-LCWXP.B. MWWil 64wArttl HEXAGON MAX SIZE _ W BETWEEN FLATS OR MAX. AREA = 21.85 SO. FT. FAN MAX SIZE = 98° X 4T OR MAX AREA = 24.47 SO. FT. /1 FULL CIRCLE MAX. SIZE = 80° DIA. OR MAX AREA =18.83 SO. FT. %/ OCTAGON MAX. SIZE =80° BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. C7/// 1 EYEBROW MAX SIZE = 98° X 48° OR MAX AREA = 31.99 SO. FT. QUARTER CIRCLE MAX. SIZE = 88° X Br OR MAX. AREA = 2622 SO. FT. 99° MAX. MAX �/ 4b 1X° 48° MAX DLO HALF CIRCLE MAX SIZE = 98° X 48° 931/4• MAX. DLO OR MAX AREA = 29.13 SO. FT. RECTANGLE MAX. SIM 48'X W NOTE: OR MAX AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 8. SHEET 1 AND SHEET 10, DETAILS A & B. vo nnera+s e¢rrsm at.u�a TRAPEZOID MAX SIZE =48'x98° OR MAX AREA = 31.99 S4 FT 4 m 10 1 42694 MAX SIZE =48'X98' OR MAX AREA = 3028 SO. FT. / ELLIPTICAL MAX. SIZE = 98° X42 OR MAX. AREA = 31.99 Sad. FT. 99° MAX. MAX �/ 4b 1X° 48° MAX DLO HALF CIRCLE MAX SIZE = 98° X 48° 931/4• MAX. DLO OR MAX AREA = 29.13 SO. FT. RECTANGLE MAX. SIM 48'X W NOTE: OR MAX AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 8. SHEET 1 AND SHEET 10, DETAILS A & B. vo nnera+s e¢rrsm at.u�a TRAPEZOID MAX SIZE =48'x98° OR MAX AREA = 31.99 S4 FT 4 m 10 1 42694 A. 7/16" LAMINATED GLASS (3/16°A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C.1 1116" LAMI I.G., 3/16HS, 7116" SPACE, 7/16° LAMI (3116A,.080, 3N6" HS) WINDOW HEIGHT 49.000 ARE 54.500 ARE 60.000 ARE 65.500 ARE 71.000 ARE 76.6w ARE 82.000 ARE 87.500 ARE 93.000 ARE 96.000 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 110 TAPC M. DESIGN PRESSURES ARE LIMITED Q TO+/-SpP.S.F. WHEN ANCHORWG WITH 012 SCREWS. ® r// 2 ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UWT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST a„�. P�,�T Fu3NGE0 UNIT DESIGN PRESS!lRES r Z W'rcm.asax vo sor r® "arm. n.uan nKm+ I NTS I 5 " A. 7118' LAMINATED GLASS (3/1("A, .080, 3118HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (311("HS, .080, 3116HS) C.1 1I16" LAMI I.G., 3/16HS, 7116° SPACE, 7118° LAMI (3/16A, .080, 311(" HS) 48.000 ARE 54.500 ARE 60.000 ARE 85.500 ARE 71.000 ARE 76.500 ARE 82.000 E 87.500 ARE 83.000 ARE 98.000 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH IW TAPCONS. DESIGN PRESSURES ARE LINKED . /J TO +1.00 P.S.F. WHEN ANCHOR= WITH 012 SCREVa 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2 OR TO THE PRESSURE FOR THE SMALLEST zwqjWNGU�� KROLE-2-MICH nffiIR OVERALL WIDTH AMD HEIGHT ONENSIONS COMaMW MI WITHIN. rom rechwawramae Pr1T INTEGRAL FIN UNIT DESIGN PRESSURES ravoees. a soafa P.D.6fpf MID . ��......�.....�.....� ........... ......�... •asp V/s2iy Bett Rymf NTS B •W �� 1.4 13 13 :LzltL r z.784° �{ I z OUTSIDE 17 18 21 22 MAX, DAYLIGHT OPENINfl MAX. WINDOW WIDTH 13 90 HORIZONTAL SECTION 11 (FLANGE FRAME) 2 20 S 20 MAX WINDOW I a HEIGHT S ALONG ALONG 8 ENTIRE 8 ENTIRE INSIDE JOINT a JOINT 2 �CNER DAYLIGHT OPENING SCREWASSY KEYED CORNER ASSY (FLANGE FRAME) a Wa.o (FLANGE FRAME) 13 ALONG 8 ENTIRE JOINT LL----►►.. 2 VERTICAL SECTION WELDED CORNER ASSY (FLANGE FRAME) (FLANGE FRAME) 2,, T SECTIONS & CORNERASS'Y FLANGED �i//S a2e2re "`7777 ALUMINUMPICTUREWINDOW, IMPACT l FX /2'�SW A NO CHANGE iHl4B1IgT P.0.BpX t57B ReEmfLd4 P8 Npf0.5LlC FL.WTIe Vfslbly Bett °""""' PECffi 2 FX niNO2 PYPJOI NTS 7 + 1Q 42434 A 8m 13 13 ' 2.784° 1 9 271W 1 OUTSIDE 10 91 1718 29 22 MAX. DAYLIGHT OPENING 13 MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) MAX n WINDOW 17 HEIGHT ALONG 1a 21 INSEE 1 8 ENTIRE ALONG 22 - JOINT 8 ENTIRE JOINT MAX 7 7 DAYLIGHT OPENING SCREWED CORNER ASSY KEYED CORNER ASSY (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) 13 1 ALONG 8 8 ENTIRE ®r - JOINT 1 1 VERTICAL SECTION WELDED CORNER ASSY (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) Q /G f�,�,.� sEcnoNs rnr7EcM1 RN .visave /7 ALUMINUM PICTURE FK MDOW. IMPACT fY1669 A 110 pUN0E11iN�T vn egzf® LVJm4,PB FX 7/1499 I raa�,asaan Vlelbly Batt �� WS 1 8 a 10 �� 4=4 A SILL a 6 SCMNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 10 1 54266 7/16 LAW GLASS BEAD 11 1 4264 1 64264 111/16 LAMI LG. GLASS BEAD 16 COW WKNING 985 SILICONE STRUCTURAL SEALANT, BLACK 7118' LAN GLASS: 3116° ANNEALED - .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER -3/16' HEAT STRENGTHENED 1 V78• AM1 I.O. GLASS: 3M6° HEAT STRENGTHENED 16 OUTBOARD - 7/16" AIRSPACE - 3116" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER -3N0'HEAT STRENGTHENED 20 4262 64262 ARCHITECTURALCORNEA KEY Z LAMI GLASS• 3118° HEAT STRENGTHENED -.090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3M8' HEAT STRENGTHENED 1111117 LAMI I.O. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD -7116' AIRSPACE - 3118• HEAT 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116° HEAT .970' —1I .� F-U-9 ITE_ M 10 7/16 LAMI GLASS BEAD MArL: 6063-T6 DWG NO. 4255 .348" ----I I --- I .876° .050' ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MArL* 863-T6 DWG NO. 4254 P.a M r® NOIWfW, Pt 31D4 ITEM 1, INTEGRAL FIN FRAME MAM 6063 -TS DWG NO. 42M 1b75' U LI Ll .082' 2.784• ITEM 2, FLANGED FRAME MATT: 6063-T6 DWG NO. 4253 Ppt l I NTS 1 9 . fo F 1 E�g Pi LCbk PE M 439M .130' DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5"O.C. WOOD BUCK OR FRAMING J INTEGRAL FIN DETAIL A 114' MAX SHIM #12 SCREW. 8 117 MAX FROM CORNERS & 11" MAX. D.C. & 11/2"MIN. EMBEDMENT 114r TAPCON, 812' MAX FROM CORNERS & 11- MAX. O.C. (SEE NOTE 1) IW MAX SHIM T i 117 MIN. a WAJUV 5UUK (SEE NOTE 2) INTEGRAL FIN DETAIL B #12 SCREW, 81/7'. FROM COMERS & 11' MAX D.C. A 2x WOOD BUCK j (SEE NOTE 2) FLANGED DETAIL C 1/4' TAPCON, 8 Me MAX FRO CORNERS &I1*MAX. O.C.A (SEE NOTE 1) 19' MAX SHIM IW MAX ig'MAX SHIM SHIM 11/4* MIN. 11/4' NM EMBEDMENT EMBEDMENT.' IxWOODBUCK (SEE NOTE 2) !CONCRE'TrE -T SOLID CONCRETE FOR HEAD & SILL FLANGED DETAIL 0 (SILL ONLY) OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL E 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONSA 2- A - IN MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL B - OUTSIDE MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICLAA- ANCHORAIGE -HEAD SILL AND JAMBS &vm=a�ae FX &I= A CHANWNDWI�FASUMMSPACM ALUMINUM PICTURE WINDOW,IMPACT P�L pp_ I — � 10 1 — 426964 17A] FPCFPC�4 PwFIDS MIAMI - MIAMI DADE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2540 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ovldamopment( PGT Industries 1070 Technology Drive Noirth Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites - L.K1. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sideiites, Impact", sheets I through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant IaABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages Irl, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 y Page 1 i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, 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 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-062910) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 5 Q fico �-- Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 12-8516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FTL-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted wader previous NDA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites - L.M.I.", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE( 1. GIAZINOOPTIONB: ALAMI NOM. I.41TC1 CONSISTING OF (1) LITE OF VS' ANNEALED GLASS PLUS AN .� P\B INTERLAYER OF DUPONT BUTACITE OR MAXNLDt PLUS (1) LITE of 3M8° HEAT STRENGTHENED GLASS. B. SAY LAMI NOM. 44Cn CONSISTING OF (1) LITE OF Iff HEAT STRENGTHENED GLASS PLUS AN .OBO PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LTTE OF 3110' HEAT STRENGTHENED GLASS. C. M LAMI NOM. I,4861 CONSISTING OF (1) LITE OF 3M8' ANNEALED GLASS PLUS AN .ow PVB INTERLAYER CIF'DUPONT BUTACRE OR BAFLDumrjAFMA E Xum PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS. 0.7118' LAN NOM. (.486'1 CONSISTING OF (1) LTTE OF 3M0' HEAT STRENGTHENED GLASS PLUS AN .OBD PVB INTERLAYER OF DUPONT SUTACrM OR SAFLEWKEEPSAFE MAXIMUM PLUS (1) LTTE OF 3MO' HEAT STRENGTHENED GLASS. ® E.13MG' LAMT IG NAPA.04n CONSISTING OF (1) LTTE OF 3M8' TEMPERED GLASS, IW AIRSPACE. (1) LTTE OF IN HEAT STRENGTHENED GLASS PLUS AN .MD P B NOA DRAWING MAP INTERLAYER OF OUPONT BUTACTI'E PLUS (1) LTTE OF 3MG' HEAT STRENGTHENED GLASS, 2. DESIGN PRESSt8iE8: SEE TABLES 1 AND 2 O SHEET 2. ® j A RE MI NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE GLASS TABLES ASTM E 1300-04. 1( B. P081TNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130-04. 3. CONFlGUR MONS: �Q $ XO, p x.09, OXO, AND O 0 4. ANCHORAGE: THE 33 V3%$TRESS O4MMME HAS LOT BEEN USED N THE DESIGN OF THIS PRODUCT. MATERIALS, NCLUMIS BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQU90EM C(F THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 0 THROUGH 10. 6. SHUTTER ARE NOT REQUIRED. 8.8 : INSTALLATION SIMS, FRAME AND PANEL CORNER SEALED WITH CLEAR COLORED SEALANT. II 7. R£FEIINC ES: ® DESIGN om' REPORTS FTL-1004.6212 & 6804: ELCO ULTRACON NOA 11.0408.01.12.012BAW ANSIAFBPA NDSON FOR W001) CONSTRUCTION AND ADM -M ALUMINUM MANUAL 0, THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY TOPIC $MEET GENERAL NOTES....._.._. 1 CONFIGURATIONS...... i GLAZB40 DETAILS.__„.. 1 DESIGN PRESS...... 2 ELEVATKX4S.._..___...... 3 VERT. SECTIONS......_.... 4 HORIL SECTIONS-_ 8 PARTE LIST.„........._....... 8 ANCHORAGE---- 8.10 HURRICANE ZONE (HVH4 SLABS ABBREVIATIONS 0. CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN. SS A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR2 PREVAILS. HIL=HENEALED fE14ED B. FULL LENGTH REINFORCEMENT (REM 22 SHOWN N SECTION E -E, SHEET 6), B REQUIRED ONLY AT ALL DOOR TO SNE LRE COPNECRONS FROM TP. =TEMPQtFD TABLE 1., SHT. 2. REFER TO TABLE 2. SHR. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. SITE 11 wv. vrc R.GLASS 3M8'HS. .OBO PVB NTERIAYER GLASS MUPONT BUTACTTE OR SAFLEXXEEPSAFE MAXIMUM) 318° NOM. GLASS STACK 318" LAMI NOM. GLAZING OPTION A OR B. NOTE 1 SITE 3/10' AN. OR -- HS. GLASS 3178' HS. AMPVBINTERLAYER (LASS (DUPONT SUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM) —.4 �-7116'NOM. MAW STACK 7118" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 STACK 13118" LAMI IG NOM. GLAZING OPTION E, NOTE 1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, )K O, OX, XO, OXO, X)(O, O)X & OXI(O (FOR DOORS W1 SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS HATH GLASS TYPES A, B, C, D OR E HEIGHT AVIGDTH XXVSDT 88-793!4° 7°-&3314- 873!4 I 913W 8°-953W 34 37 lirl 84 713!4 +76.0 -75.0 +75.0 -76.0 +75.0 -76.0 +76.0 -76.0 +7&0 -75.0 O VKDTH SINGLE SIDE LITES VYTTH GLASS TYPE A 27 314 +75.0 -75.0 +76.0 -75 0 +75.0 -75.0 +75.0 -76.0 +76.0 -75.0 3611W +75.0 -7&0 +75.0 -75.0 +71.4 -71.4 +87.8 -67.6 484.2 -642 363W ;76.0 -75.01+74.91-74.91+70.4 -70.4 488.8 -08.8 48.3.1 413.1 WIDTH SINGLE SIDE LITES MATH GLASS TYPE8 B C, DOR E 36 314° +78.0 -76.0 +75.0 -76.0 +7&0 -75.0 +76.0 -75.01+7Co -75.0 TABLE 2. DE P ES C IS Y [off APPROVED CONFIiURATV)NS: OX XO, OXO, XXO, OXX & OXXO (TH£ LOWER DP FOR THE DOOR OR SDE LTTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES C, D OR E HEIGHT Z(VNDTH ILXVADTH 88-79314° 70-833W 87314° 91314 a-1 3/4° 20 2512° 40 47314 +68.8 -68.8 +55.4 -55A +0-4 -62.4 +49.8 49.6 +47.41-47A 2712" 51314 +84.8 -64.9 +51.8 -51.8 +49.0 49.0 +48.6 46.5 +44.3 -44.3 291@° 653W +51.7 -51.7 +48.8 -48,8 446.1 -46.1 +43.8 -43.8 +41.6 -41.8 2e 31 1 39.3 -39.3 68 59 3W 449.0 -49.0 +46.2 -082 443.6 -43.6 441.4 -41.4 +39.3":W3- LO 331 LO 54 633W +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 39.3 +37.3 -37.3 3612° 673W +36.1 38.1 +38.1 -3&1 +38.1 36.1 +37.5 37.5 +35.6 35.8 3° 3712" 8° 71314° +34.0 34.0 +34.0 -3- +34.0 34.0 +34.0 34.0 +34.0 34.0 0 WIDTH GLASS TYPES B C. D OR E 103W +75.0 -75.0 +75.0 -75.0 +76.01-7&0 +75,0 -75.0 +75.0 -76.0- 4. DESIG$ PRESSU REB UNDER40 P.S.F. ARE NOTAPPLICASLE IN MW&DADE COUNTY. (UJI 123W +76.0 -78.0 +75.0 -76.0 +75.0 -76.0 +76.0 -76.0 +75.0 -76.0 SINGLE 19' +72.4 -72.4 +68.5 -68.5 485.0 -65.0 +61.9 -61.9 +580 -59.0 SIDE LITE 21 314 484.5 -64.6 +81.0 -61.0 +57.8 -67.8 +65.0 -66.0 +52.4 -577-4 27 314° +52.9 -62.9 +49.9 -49.9 +472 -472 +44,7 -44.7 +42.8 -42.8 38118° +35.2 -352 +352 352 +352 -35.2 +352 -35.2 +34.4 34.4 363W +34.0 34.0 +34.0 34.0 +34.0 -34.01+34.01 -34.0 1 +34.0 -34.0 NOTES Yxwtxl x 1, GLASS eb 1(118' A.=PVS,.818'HS) S. 318° AW (tAi HS, .090 PVB, 3N6' HS) C. 71`1LAW (3MWA, .090 PVS. 3H8' HS) D. 7110 LAN (3M8' HS, .090 PVB, 311W H18) ® E. 13M LAM) b PnW TP, IW AIRSPACE. Ifir HS, .090 PW. 3/18' H8) 2. COMBI1 ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2 MAX. XOfO WIDTH - 73 Vr 4 N MAX. qXO WIDTH =109112' 'fS MAX. XXWBnH=1073W MAX. O WUM n 1433W � 3. SINGLE DOORS 33 W WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641W WIDE 9R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE -� FSC. NPRROWER DOORS MAYBE USED WHERE EGRESS E NOT REQUIRED BY LADE. 4. DESIG$ PRESSU REB UNDER40 P.S.F. ARE NOTAPPLICASLE IN MW&DADE COUNTY. (UJI 8. EXAMP�EB OF COMA DOOR AND SIDE LTTE DESIGN PRESSURES: EXA TABLE 1. oxowmOWI R GLASS TYPE a 30'WOE x90° HIGH SINGLE DOOR WITH ?8'SIDE LITES DESIGN PRESSURE a+WA187.6 PSP ^ U� O � EX B FROM TABLE 1. OIOIO WITH GLASS TYPE A IL 68' WIDE x 86' HIGH DOUBLE DOOR WITH 381/7 SIDE LRES DESIGN PRE99URE-+7041.70.4PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C � ® W WIDE x 87 Wr HIGH SINGLE DOOR WITH 26' SIDE DIES DESIGN PRESSURE - 449.81.43.8 PSF EX D FROM TABLE 2. ono WITH GLASS TYPE C 63314° VIDE x 80' HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE =+43.11431 PSF 8. FOR COMBINED DOOR AND SIDE LRES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION 80 SECTION EE. SHEET 6 FOR REMFORCENENT DETAIL 'i "fill d T312°MAX6 L_ 3-6 3712° �A 1195 MAX HT. —10012° MAX. ►r -SEE NOTE 3+f+--- 38 314° M --� �-143 314' MAX.--- --►f•+--BEE NOTE 3-- -t --- 49 41 JL (TYP.) 1 Ef "\E E� iE Q X AC . INAC 4 192-9 lei 10 E[ E E� JE SEE NOTE 4---' OXO BEE NOTE 4 ' —71 3b' MAX 24 0118' MAX. OLD (TYP) 36 3W MA)(. 33 BA° MAX. �--i OLO (IYP.) B �-143 314' MAX.--- --►f•+--BEE NOTE 3-- -t --- 49 41 JL (TYP.) 1 Ef "\E E� iE Q X AC . INAC 4 192-9 lei MAX , 64 318' TOLv M CLO• 3.. (TYP.) DOOR s ffi 4VOLO NEIGHT .. HEKMHT 11318' OWI THW •DOORS OM4216MV 2p b2 C�j 1 C Ff F DLO WIDTH WC a DOOR NDTH2418H8" ^ 1. J L {L` J 1 AC. ,2( INAC O �HEIGHT:HEIGHT/19B' „ffi ..• '•. �� OLOWIDTH =WmTH31f8' X XX 41 O d: J.n •) 2 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL. AND VERTICAL 8EC1'IONB SEE SHEETS AND 6. ' >l 3. SIDE LITES OVERLAP X AND WV DOORS BY 314° WHEN ASSEMBLED TO MAKE AO.'OX'.'OXO' 9 XU. VOr AND=O' CONFIGURATIONS. " O,T, •, y� 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2).OPE ' ••...•••..... 'i .j ° 1 B. CLFOPENING FOR 9('AND" DOORS AS FOLLOWS: ('%'DOOM=WIDTH-6.646) r=DOOR-DOOR WIDTH124.079) * g � P �� 3. 40 b EXTERIOR ANTERIOR i 10 1 2 60 84 AT HEADMAW Q 37 85 ATsaAAMM CLEARdCOLORW INTERIOR SEALANT W 63 W d O ® H otl O B � MAX mo MAX sGDE 62 tuo LTTE, ►+ SL VIEW G-Gb 30 81 CORNER ASSEMBLY rasa 11 �':• 11 c 13 DOOR SECT. A A SL SECT. B B`•. �' : y i VERTICAL VERTICAL ,��aa ... ''�.•` 4 i 49 MAX 90P WIDTH wmr 0 • N �G Q � DLO -i DLo 'XX' SECT. C -C 31 T35;Z 44 46 46 16 32 .- MAX x WIDTH !, 20 LL ca x SiIERIOR V V 2O/ � S R° O Max 48 w DLO W SECT. D -D °do 0 OHORIZ. 1gS�g�g 6% BPACMOAM SE AS iG+d JAMS ANCHORSPACM6 MAX. SFi� (SEE SHEETS T• S APS) S) I+—MA%. SL WR)TH� I �J 62 1114.1, 1 6 Mind -MAX-I - pLO SEE TABLES I AND 2 AND 22 NOTES ON SHEETS 1 & 2 66 62 SL SECT. E_E 62 FORAPPUCASUTY SL SECT. F -F " r' � yo'•, HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) y '1,���nnna i-Za4E�Z�NE •F• Ot� IV SEETABLE 7„ SHT.9 f zHM a,E1w O BILL zom, ® SEE TABLE 8.. SHT.9 HEAD HEAD HEAD HEAD HEAD f 7fWF"—t—�,,—FZONEi t- 4—. a � /��Q OXX �ZONE'D'�ZONE°P4Z4 SEE TABLE 7» SHT, 9 1--zow-lr Z E E•1 /?X�O OX �za v--rzONE'E'" SEE TABLE S.. SHT.9 oxxo /x k A x m MINIMUM JAMB ANCHOR LOCATICNI, Z ADDRIONAL JAMB m ANCHOR LOCATION, EQUALLYSPACEDAS REQUIRED PER TABLES 37 oN SHEET B. HEAD HEAD EXAMPLE °NE°F'rtI ANCHORAGE SOLUTION ZONE ��—; � FOR CONCRETE INSTALLATION NSTALLATION A 1I'x833q'SIDE UITES'B'AM 'E' ZONE ANCHOR FROM � ra�E 7, sHEere. ® hZONE 4--ZDNE'P-4—ZONE %+'4 e SEE TABLET SHT.9 EXARIPLE OF ANCIIORAfdE FORA 713!4' x 83 314' VC DOOR NOTES: WITH 19' x 83314' SIDE LTTES (SEE 0OWTION AT RIGHT) 1. APPROVED ANCHOR TYPES ARE 1.114° ELOO TAPCOR 2. Ile ELCO SS4 CRETE4IEX MASONRY ANCHOR A /12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (T MIN. O.C. FOR CONCREfEj SEE EXAMPLE OXXO ANCHOR LAYOUTABOVE. JAMBS (ALLY. 13114' MAX. FROM CORNER AND 23 VB' MAX O.C. HEAD & BIJ. OF DOOR: W MAX FROM CORNER, 9' MAX FROM ASTRAGAL CENTER AND 2D 7!8' MAX. O.C. HEAD & SILL OF SIDE LTTES: 8' MAX FROM CORNER AND 24 3t4' MAX O.C. 3. TO DETERMINE ANCHOR OUANTTIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET S. " PLUS: 8 LJ a B. 713(4' x 83314' LDL DOOR ZONE 'P ANCHORS FROM TABLE 4, SHEET 9. EACH °P=E. SEE ENCIRCLED VALUES. MEET 9 SOLUTK TOTALS (4) TYPE 1 OR 2 ANCHOR EACH JAMB AND 2+8+8+2 m (14) TYPE 1 OR 2 ANCHOR AT HEAD ANDATSI.L �eANCHOR LOCATMFOR ` *••. EXAMPLE ABOVE A 4 �,.•'• $ JI V a APPROVED ANCHOR TYPES: 1, 1l4• ELCO TAPOONS ino ANCHDR a.1HPELcO834CREtE+1E7t Aas^ MASONRYANCHORSPOOR vvnm 50 3.012 SCREWS (OB) 4. ENCIRCLED ANCHOR 71 QUANTITIES IN TABLES 4 Q AND 7PEANC TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET S. WELrm r W g N 'o . o CD J W 8 s �s 1 0 No d� hp P V ^•..: � /�//y�• * ..... per```,. TABLE S. X DOORS ® TABLE 4. �l DOORS ® TABLE 6.0 SIDE LITE ,& TABLE 8. ZIQ $ � ® TABLE 7.OX$, j�lf ,� Q�X7 (ALSO g DOOR OF O $ OX 8 7 OiA881YPE q B, C, D, E GdA88 TYPES 0.B, O1A88 (OA891YPEs A, B, G Q E OLa69 TYPEB 0. B, G Q E AAYk� 8 811BstRATE 23. WOOD 1R CONC 881818TRA19 23. WOOD 19, COPS � 2,3. V/DOD 1.a. fOP'C � 23, Y� 1R � $3. NOD 1.2 CONC LDAozDr�s Doo9Wmnsa �awozor�s wADzoxEs �ono�ues 1 LoaDzoxEs 9P- 90P- 47, `O•• t0. 9C- �, 7C- �. TO ST TO 71. TO 33 TO 97 TO �. H H d W W W h W p 9or • a7. W W W67B1 x M. � 2 W1DlH x M. WN'M x M. , K • pYQIIH x Hf. 2680 z 79. B Z 7 4 2 S 47.78 x76. 4 3 8 4 2 9 10.78x78. 4 1 4 1 10.78x7&7 4 Z 4 Z 10.78 z 7B. 4 2 4 2 83 8 2 7 4 2 3 89. 8 4 7 4 2 3 83.7d-41-1 4 1 83 4 Z 4 Z 83 4 Z 4 2 89. 8 2 7 4 2 3 87. 8 4 7 4 2 S 87. 9 1 4 a 4 Z p. 4 2 4 2 B1 8 2 9 4 2 3 81. 8 4 7 4 2 3 Bf. 4 1 4 1 01. I Z� 1 2 � 81. 4 a ppCC 4 a 66 86 B 2 7 4 Z 3 86. P. 4 7 4 2 S �. 4 1 4 9 1� 4 2 p� 4 2 � 86 4 2 p 4 2 p 27.80 x 7d 6 2 7 4 2 3 81.78x78. B 4 7 4 2 3 1278 x78. 4 2 4 2- 9278x78. NN 2 8 4 2 1278x78. 4 2 8 4 2 83 8 2 7 4 2 9 BS. 8 4 7 4 2 3 63 4 2 4 2 83. 4 2 'uf� 4 Z yyd 89. 4 2 4 2 8T. 8 2 7 4 8 4 7 4 2 S 87. 4 Z 4 2 87. ♦ 2 g8 4 2 g BT. 4 2 4 2 91. B a 7 4 2 8 87. 6 4 7 4 2 s B7. 4 2 ♦ Z 89. 4 2 61. a s a z B Z 7 4 Z 8 88. 8 4 7 4 3 6 4 2 4 Z 96 1 2 4 Z � 88. 4 2 4 Z 29.80x9& 6 2 8 4 2 3 66.78 z73 8 4 7 4 2 9 1flOD x 4 2 4 2 18.00 x78. 4 3 4 2 19A0 x76. 4 S B9. 8 2 8 4 2 3 93 8 4 7 4 2 9 B9. 4 2 4 2 89. 9 9 4 2 �. 4 3 4 a 4 a 8 W. B 4 7 4 2 3 87. 4 2 4 2 B7. 4 9 4 2 B7. 4 8 4 Z R B7. 8 2 8 4 2 8 81. 8 4 7 4 3 8 91. 4 2 4 Z 81. 1 3 A 2 09. ♦ 9 WWW 4 21111100088 96 8 Z 8♦ 2 8 88. 8 b 8 4 8 B 88. 4 2 2 83 4 3 4 2 98. 4 S� A 2 31.80 z 78. 8 2 8 4 2 9 88.76x78. 8 8 8 4 2 3 29.78 x T8. 4 Z 4 Z 21.76 x T8. 4 9 4 Z 21.78 z 70. 4 8 uuullllll 4 Z 83 0 2 8 4 2 8 8 8 4 2 3 83 a 2 4 2 63 4 3 �. 4 9� 4 a 87. 8 2 8 4 2 6 87. 8 8 8 4 3 8 B7. 4 2 4 2 W. 4 8 a Z 87. 4 9 p d 4 Z yyd 97. 8 2 8 4 2 8 B1. 8 8 8 4 3 8 99. 8 2 4 Z 91. B 3 � 4 2 � 8176 8 9 p 4 Z p 88. 7 2 10 4 2 8 IIB. 8 6 8 4 8 8 86. B 2 4 Z 86 8 3 4 Z 88. 8 3 s1 4 2 ttt'ggq9 3&� x78. 8 3 8 4 3 3 Mn x78. 8 6 0 4 2 3 27.71f %7& 6 2 4 2 27.711 %76. 8 3 4 2 � 27.78 x7& 8 3 81 4 2 83 8 5 8 4 9 8 83 8 8 8 4 3 8 89. 8 2 4 2 W. 8 3 � 4 2 g BS. 4 2 W. 9 3 8 4 3 8 6 8 4$ 8 87. 6 2 4 2 4 2 a B7. 8 8 4 2 81. 7 3 f0 4 9 6 Bi. 8 8 8 4 $ 8 87. 8 2 4 2a4 4 9 � B1. 8 3 4 3 7 S 10 4 3 8 �. 7 8 10 4 9 6 B 2 4 a 98.7 8 3 � 4 3 � �. 8 8 4 S 38.80 %78. 8 9 8 4 5 6 87.78 x78. 8 6 8 4 9 8 98.13 z73 8 S 4 S 56.13 %74 8 4 X 4 3 ►' 98.13 %79. 8 0 4 9 83 8 3 8 4 3 0 B;i. 8 8 8 4 3 8 83 8 9 4 9 B3 8 4 4 9 83 8 0 4 9 87. 8 3 9 4 3 8 87. 8 8 8 4 3 8 87.76 T 3 ♦ 3 87. 7 8 4 9 67.787-6 ♦ 3 Bt. 7 S 10 4 9 6 01. 7 8 70 a 3 8 B7. 7 3 4 3 81. 7 6 4 8 8 4 3¢¢ 96. 7 9 10 4 9 8 96. 7 8 10 4 9 6 98. 7 3 4 9 �. 7 6 11 88. 7 6 4 3 37.60 x 7& 8 5 8 14131 8 91.76x79.7 8 6 6 4 9 3678 x78. 8 3 4 9 38.78 x7&7 8 4 x76. 0 4 4 3 637 8 9 8 4 9 8 83,7 0 8 6 4 9 8 83 8 3 4 3 89.7 8 4 g7g� B3 9 4 4 9 BT. 7 3 101413 8 87.7 B 8 9 4 9 B 87. 7 9 4 3 87.7 7 6 sj B9. 7 8 4 9 91. 7 3 10 4 3 8 91.7 9 0 10 4 3 7 3 4 3 91. 7 8 � � 81. 7 6 a 3 � 7 3 10 4 9 6 88.7 7 8 10 4 3 6 �. 7 3 4 3 98.7 7 B 413 IIB. 7 8 4 9 APPROVED ANCHOR TYPES: 1, 1l4• ELCO TAPOONS ino ANCHDR a.1HPELcO834CREtE+1E7t Aas^ MASONRYANCHORSPOOR vvnm 50 3.012 SCREWS (OB) 4. ENCIRCLED ANCHOR 71 QUANTITIES IN TABLES 4 Q AND 7PEANC TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET S. WELrm r W g N 'o . o CD J W 8 s �s 1 0 No d� hp P V ^•..: � /�//y�• * ..... per```,. TABLE S. X DOORS ® TABLE 4. �l DOORS ® TABLE 6.0 SIDE LITE ,& TABLE 8. ZIQ $ � ® TABLE 7.OX$, j�lf ,� Q�X7 (ALSO g DOOR OF O $ OX 8 7 OiA881YPE q B, C, D, E GdA88 TYPES 0.B, O1A88 (OA891YPEs A, B, G Q E OLa69 TYPEB 0. B, G Q E AAYk� 8 811BstRATE 23. WOOD 1R CONC 881818TRA19 23. WOOD 19, COPS � 2,3. V/DOD 1.a. fOP'C � 23, Y� 1R � $3. NOD 1.2 CONC LDAozDr�s Doo9Wmnsa �awozor�s wADzoxEs �ono�ues 1 LoaDzoxEs 9P- 90P- 47, `O•• t0. 9C- �, 7C- �. TO ST TO 71. TO 33 TO 97 TO �. H H d W W W h W p 9or • a7. W W W67B1 x M. � 2 W1DlH x M. WN'M x M. , K • pYQIIH x Hf. 2680 z 79. B Z 7 4 2 S 47.78 x76. 4 3 8 4 2 9 10.78x78. 4 1 4 1 10.78x7&7 4 Z 4 Z 10.78 z 7B. 4 2 4 2 83 8 2 7 4 2 3 89. 8 4 7 4 2 3 83.7d-41-1 4 1 83 4 Z 4 Z 83 4 Z 4 2 89. 8 2 7 4 2 3 87. 8 4 7 4 2 S 87. 9 1 4 a 4 Z p. 4 2 4 2 B1 8 2 9 4 2 3 81. 8 4 7 4 2 3 Bf. 4 1 4 1 01. I Z� 1 2 � 81. 4 a ppCC 4 a 66 86 B 2 7 4 Z 3 86. P. 4 7 4 2 S �. 4 1 4 9 1� 4 2 p� 4 2 � 86 4 2 p 4 2 p 27.80 x 7d 6 2 7 4 2 3 81.78x78. B 4 7 4 2 3 1278 x78. 4 2 4 2- 9278x78. NN 2 8 4 2 1278x78. 4 2 8 4 2 83 8 2 7 4 2 9 BS. 8 4 7 4 2 3 63 4 2 4 2 83. 4 2 'uf� 4 Z yyd 89. 4 2 4 2 8T. 8 2 7 4 8 4 7 4 2 S 87. 4 Z 4 2 87. ♦ 2 g8 4 2 g BT. 4 2 4 2 91. B a 7 4 2 8 87. 6 4 7 4 2 s B7. 4 2 ♦ Z 89. 4 2 61. a s a z B Z 7 4 Z 8 88. 8 4 7 4 3 6 4 2 4 Z 96 1 2 4 Z � 88. 4 2 4 Z 29.80x9& 6 2 8 4 2 3 66.78 z73 8 4 7 4 2 9 1flOD x 4 2 4 2 18.00 x78. 4 3 4 2 19A0 x76. 4 S B9. 8 2 8 4 2 3 93 8 4 7 4 2 9 B9. 4 2 4 2 89. 9 9 4 2 �. 4 3 4 a 4 a 8 W. B 4 7 4 2 3 87. 4 2 4 2 B7. 4 9 4 2 B7. 4 8 4 Z R B7. 8 2 8 4 2 8 81. 8 4 7 4 3 8 91. 4 2 4 Z 81. 1 3 A 2 09. ♦ 9 WWW 4 21111100088 96 8 Z 8♦ 2 8 88. 8 b 8 4 8 B 88. 4 2 2 83 4 3 4 2 98. 4 S� A 2 31.80 z 78. 8 2 8 4 2 9 88.76x78. 8 8 8 4 2 3 29.78 x T8. 4 Z 4 Z 21.76 x T8. 4 9 4 Z 21.78 z 70. 4 8 uuullllll 4 Z 83 0 2 8 4 2 8 8 8 4 2 3 83 a 2 4 2 63 4 3 �. 4 9� 4 a 87. 8 2 8 4 2 6 87. 8 8 8 4 3 8 B7. 4 2 4 2 W. 4 8 a Z 87. 4 9 p d 4 Z yyd 97. 8 2 8 4 2 8 B1. 8 8 8 4 3 8 99. 8 2 4 Z 91. B 3 � 4 2 � 8176 8 9 p 4 Z p 88. 7 2 10 4 2 8 IIB. 8 6 8 4 8 8 86. B 2 4 Z 86 8 3 4 Z 88. 8 3 s1 4 2 ttt'ggq9 3&� x78. 8 3 8 4 3 3 Mn x78. 8 6 0 4 2 3 27.71f %7& 6 2 4 2 27.711 %76. 8 3 4 2 � 27.78 x7& 8 3 81 4 2 83 8 5 8 4 9 8 83 8 8 8 4 3 8 89. 8 2 4 2 W. 8 3 � 4 2 g BS. 4 2 W. 9 3 8 4 3 8 6 8 4$ 8 87. 6 2 4 2 4 2 a B7. 8 8 4 2 81. 7 3 f0 4 9 6 Bi. 8 8 8 4 $ 8 87. 8 2 4 2a4 4 9 � B1. 8 3 4 3 7 S 10 4 3 8 �. 7 8 10 4 9 6 B 2 4 a 98.7 8 3 � 4 3 � �. 8 8 4 S 38.80 %78. 8 9 8 4 5 6 87.78 x78. 8 6 8 4 9 8 98.13 z73 8 S 4 S 56.13 %74 8 4 X 4 3 ►' 98.13 %79. 8 0 4 9 83 8 3 8 4 3 0 B;i. 8 8 8 4 3 8 83 8 9 4 9 B3 8 4 4 9 83 8 0 4 9 87. 8 3 9 4 3 8 87. 8 8 8 4 3 8 87.76 T 3 ♦ 3 87. 7 8 4 9 67.787-6 ♦ 3 Bt. 7 S 10 4 9 6 01. 7 8 70 a 3 8 B7. 7 3 4 3 81. 7 6 4 8 8 4 3¢¢ 96. 7 9 10 4 9 8 96. 7 8 10 4 9 6 98. 7 3 4 9 �. 7 6 11 88. 7 6 4 3 37.60 x 7& 8 5 8 14131 8 91.76x79.7 8 6 6 4 9 3678 x78. 8 3 4 9 38.78 x7&7 8 4 x76. 0 4 4 3 637 8 9 8 4 9 8 83,7 0 8 6 4 9 8 83 8 3 4 3 89.7 8 4 g7g� B3 9 4 4 9 BT. 7 3 101413 8 87.7 B 8 9 4 9 B 87. 7 9 4 3 87.7 7 6 sj B9. 7 8 4 9 91. 7 3 10 4 3 8 91.7 9 0 10 4 3 7 3 4 3 91. 7 8 � � 81. 7 6 a 3 � 7 3 10 4 9 6 88.7 7 8 10 4 3 6 �. 7 3 4 3 98.7 7 B 413 1 4 2XWOOD13W 13/4•_'2X WOOD 3A KSI MR C= �' 1314• -4--1 3W MIN. E.D. IN BUCK NOTE 2 3.4 KSI M, CONC. �MIN E.. BUCK NOTE 2 I WOW BUCK NOTE 2 IXWOOD 130' TYPE 2 I awTVPE 244. 131&' SUM NOTE 2 1378•l IN. NOT02 X MR _IWMAX IlC MAX. $HIM IMMAX t/4"MAX am EXT. SHIM SHAM WOOD CONC. EXT_ ANCHOR COW. EXT WOW EXT.. ANCHOR C4 TYPE ORS. S. ANCHCR ANCHOR NOTE I NOTE I NMI TYPE 2 OR % NOTE DOOR HEAD (WOOD) 11/4' TYPE I OR 2 (MM NOTE I DOOR HEAD (CONC) '3vTym'(MO SIDE ITE HEAD (WOOD) SIDE LITE HEAD (CONC) MAX 1314' TYPE 24 C ----- 11 - 'z 114° MAX SHIM 14 TYPE I OR 2 (CMU) SHIM _T IW MAX SHIM 19W* MAX I TYPE I (GONG) to SW MX ED. I TYPE 2 (CONC) WOOD CONC. E.D. ANCHOR M ANCHMWW ON NOTE I STASGEM A=. IAKSIMIXCMUCR CENTERS., TO TYPE ON — 3.4 KBI M CX= TYPE 20R3. CENTERS ANCHOR TYPE I-- I aw MIN. ED, w NOTE I NOTE I 20R3. 2X WOOD EXT. IxWOOD —A 9 1 ZXc EXT. 1.5 KSI MIN. CMU OR A, Im NOTE BUCK NOTE 2 N=2 3.4 KSI MIN. CONC, BUCK NOTE 2 Ix WOOD BUCKNOTS2 EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) U) WOOD ANCHOR. TYPE 2 OR 3 OR 3, NOTE AN I TYPE 2 NOTE COMM ANCHOR, ANCHOR NOTE ANC14M NOTE I WOOD lXWOOD EXT BUCK NOTE 2 EKT.NOTE 3 WMAX 114"MAX C—I smalh" SHIM 114" MAX SHIM 130 TYPE I 1 I 3W T=YPE 2 3w TYPE I 3A KSI MR T., �tl 3W TYPE 2 _—MINED. 13/4' 3.4 Km MIN. Com. f CONIC BUCK NOTE 2 2X WOW BUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-OADE COUNTY USE ONLY MIAMRME COUIfTY APPROVED ELCO IM TAPCONS EMBEDDED I &V MK PYPE 1) OR IW SS4 CRETE+l.EX EMBEDDED I 3W MIN. (TYPE 4 THE MINIMUM DISTANCE FRONIZENTER OF ANCHOR TO CONCRETE EDGE 93 1 3W FOR WOOD INSTALLATIONS USE 4t .......... 02 SCREWS. 66 (TYPE 3) OR ELOO I4'SS4 CRETE4qMANCHORS EMBEDDED 1 313• MIN. (TYPE 2} 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 12' THICK Ix WOW BUCKS AM OPTIONAL IF UNIT IS INSTALL® DIRECTLY TO SOLID CONCRETE WOOD BULB DEPICTED AS 2K ARE I IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAV94G JURISDICTION (AW 3. IF SILL IS TIGHT TO SUSSTRATF, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON_SKftK NON4AUALLIC GROUT (3400 PSI MW.), (DONE BY OTHERS) � " MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SU THAT IS NOT TIGHT TO THE SUBSTRATE, AM TRANSFER SHEAR LOAD M SUBSTRATE. IF SUBSTRATE IS S. Itfs .' " AN WOOD, = FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT D WOOD SUBSTRATE OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTM .........