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HomeMy WebLinkAboutNOA HEAVY WALL ALUMINUM TUBE CLIPPED MULLIONM IM I®D�ADE � MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) ' 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www buildinscodeonline.com PGT Industries SCANNED 1070 Technology Drive BY Nokomis, FL 34275 M ude C®Untv 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 AHD (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, SCRIPTION• Series 111X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label withthe 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 - J ,yam 00 Approval Date: July 20, 2006 w(a Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBN NUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Vibe 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 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a I 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01105101, 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 3/a" 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 NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. Jaime D. 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 SUBMITTED 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. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall -Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. Jaime 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", "C" OR "D " AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL ANCHORS DETAIL A I MULLIONS / { M7 M2 ANCHORS DETAIL "B", "C" OR "b" AT BOTH ENDS AND AT BOTTOMS wr� w2 w 1 I, J W = W 1 +W2 1 2J 3--- H= H 1 +H2 W= W I +W2+W3 (2) WINDOWS MULLED H = H1+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 H1+H2 ON PAGES 5,' 6 & 7 MULL LENGTH = W OR WI+W2 M3) MAX OPENING = H OR H1+H2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W 1 +W2+W3 MULL LENGTH = HI M4) MAX OPENING = WI+W2 OR W2+W3 NOTES: MULL LENGTH = H i I. THE 33 1/37- STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND Z ANCHORS DETAIL "B", "C " OR "D " BOTH ENDS ANCHORS DETAIL "B "C" OR "D "CDs W/ONE ABOVE DETERMINING MAX ALLOWABLE GN PRESSURE SEE TABLES °AGES 5, 6 & 7 OPENING = H OR H1+H2 LENGTH = W FOR DETER07 X ALLOWAI DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS J. MULLIONS ARE APPROVED FOR IMPACT AND NON —IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS. FTL-290Z 2903 AND 2975. r ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY / HURRICANE ZONE (HVHZ). - 3d/6G 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED. PROPERLY TO TRANSFER LOADS 111 ® TO THE STRUCTURE. obert L- Clark. P.E. PE #39712 Structural F.K. I 5/30/06 D-ADD NOTES 5 & 6 Revs t3y. Da Revisions: F.K. 5%5/06 C-ADD TECH. REFS. acorn BY: Dote: INDUSTRIES P.J.P. 14128100 Deswiption: 1 " HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY OR" ALUMINUM TUBE CLIPPED MULLION NOKOMIS. FL 34275 P.O. OOX 1529 Senea/Model: Scale: Sheet Drowi"y No. NOK&IS. FL J4274 MULLS NTS 1 pI 7 6221 m PGT lx MULLION 2" OR 4" 1112 FH SMS I" MULL= }" I STAGGERED ON OPPOSITE SIDES PGT Ix MULLION MULLION CLIP. CUT FLANGES OFF CLIP (SO AS NOT TO MIN• TO FORM A INTERFERE WITH BUCK "U" CHANNEL AND — —WOOD EACH OTHER) REMOVED TO INSTALL AS SHOWN �(8 1TYP) O O SEE NOTE 3 8(TYP) CONCRETE 7 / PGT ix MULLION #12 SCREW, 1 - — — — — SEE NOTE 3 SEE :::: :' •; ; ... FOR I" MULL 43'. NOTE 1 ''; • ' OR 4 Ix MULLION / SEE NOTES 2 & 3 1 MIN. WOOD BUCK (TYP) 18(n,P) O O« ANCHOR EMBED. — SEE NOTE 2 #12 FH SMS STAGGEREt ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 112 "'. MIN. EMBEDMENT. TAPCONS 1 114 " - CRETE-FLEX 1 314" NOTE 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4"" TAPCONS OR 114" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112" ' J. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET J. 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). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING B 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. /..b./I�L_ 6. REFERENCE TEST REPORTS. FTL-2902, 2903 AND 2975. lark. P.E. PE #39712 Structural WOOD MIN- /-BUCK 28( d 11A(TYP #12 FH SMS OR 4'• STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH — J EACH OTHER) SEE NOTE 3 P ; MASONRY ANCHOR I -SEE NOTES 1 & 3 SEE f NOTE 1 `.. �. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. DETAIL "C" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 ODD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS RevadJr.at : Revisions: F.5,&106 D-MODIFY N07ES J & 5 T By Dal: Revisions: F.K. 5,3/04 C-ADD EMBED. DETAILS nmucy UNWED e.ml�eaa� Aa�ptmcalw - I � Otirr. ' Dawn ey: Data: INDUSTRIES P.J.P- 4 28 00 Description: 1 " HEAVY WALL, CLIP INSTALLATION DETAIL iO70 NOKOMS. FL 4275 rue: ALUMINUM TUBE CLIPPED MULLION P.O. BOX 1529 NOKOMIS, FL J4274 Series/Modal. MULLS Scale: NTS Sheet: 2 01 7 Orowing No. 6221 Rev. D 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 8 1_ 4� 1 " MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 111099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' l x 2 x 3/8 1 3/16 I x 2 3/4 x 3/8 1 15/16 I x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 Lr--- A/2 4MAX. 1 4MAX. + ALA J O TWO (2) ANCHOR LOCATIONS v LOCATIONS V. rYP1 �....... 14MAX. + 1; 143MAX. 1' + BM1N. LA--J J FOUR L) ANCHOR LOCATIONS O SIX (6 ANCHOR LOCATIONS A/2 BMIN.TYP. 3MIN.7YP. (2)EQ.SP. @ (4)EQ. SP. c (A-3/4)/2 (A-3/4)/ BMIN:--FLA J BMK--F -A-►+ SMIN� L--A--J 8M1� O ONE (1) ANCHOR © TWO (2,) ANCHOR LOCATION LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 OA SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. J. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. O THREE L ANCHOR ® FIVE (5) ANCHOR LOCATIONS LOCATIONS TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS T G« INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Robert L. Clar'.!, P.E. PE #35712 P.O. BOx 1529 Structural NOKOMIS, FL 34274 F.K. 15130106ID-NO CHG THIS SIIT aat99: Revis%ans: F.K. 5/5/06 C-REDRAW, ADD DIM&NO ►RODIICf' 4ENFWM O [dtl�ym$.1M _id. rq I � otArr. Description: I" HEAVY WALL, ANCHOR LOCATIO, T'fle: ALUMINUM TUBE CLIPPED MULLION MULLS I NTS 13 a1 7 I 6221 MAT"L: 6063—T6 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 v� 3J/G(o 5 obert L Clork• P.E. PE #39712 Structurol MMULT RENEWED &ddl.g � de F1ofWa Aemptxe No -0 .5• } W` DbY. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd Oat Revisions: F.K. 5%kI06 O-NO CHG THIS SHT Tev BDate: Reons:HG F.K.. 5/5/06 C-NO CTHIS SHT Drawn By; Dote: INDUSTRIES P.J.P. 4128100 Description: 1 " HEAVY WALL, MULLION PROFILES NOKOMIS, FL 34275 ALUMINUM TUBE CLIPPED MULLION 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Series/Model: Scale: Sheet; Ororing No. Rer, NOKOMIS, FL 34274 MULLS 1 X 4 of 7 6221 D CHART 2.-1x2.75x.375 CITY. & TYP. ANCHOR ENING WIDTH IN INCHES 50 60 70 80 " 90 100 110 120 130 160 CLIP TO OPENING (2) A (3) B 1 (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL 0 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 161 170 154 170 150 170 149 170 149 1701 149 170 149 170 149 170 N w x v z z_ 2 t•- z LLl J J J 108 III CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL 0 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 118 141 1 118 93 93 92 77 77 76 65 65 64 48 48 46 40 40 38 28 I 28 I 27 19 Mull Length L !I -'-i Opening Width Opening Width LI Mull [— Lengfh NOTES 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 1/4') OR 1/4- SS4 CRETE-FLEX, EMBED. (1 3/4 ) B. //12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET J. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Raved Oat : Ravlaians: F. 5%30/06 O-NO CHG THIS SHT T Revsd By: Rev sins: F.K. 5/5/06 C-MARKED REVISIONS Multiple Mulled Units Mull Length P*WUCrRENEWR® cam wU thv Fb" Belding Cade Mo -OI S.O'}- DIWdca x� INDUSTRIES P.J.P. 4128100 D—iplioni 1 " HEAVY WALL, PRESSURE CHARTS 1 do 2 v/ 1070TECHNOLOGY ALUMINUM TUBE CLIPPED MULLION Robert L Clark. P.E. PC $59712 PE P.O. BOX 1529 NOKOMIS FL 34274-St Serias/Afodah MULLS Scala: NTS Shar 7 eet 5 Droning No. 6221 Rar. D 9rai O 1 ZZ9 L 'a 9 S1N Bunn >LZ6F 1u 'SIWOXON ° na'^ 7S ZIL60 3d :ney M &U,-Q :I- :alaa5 7aPaW% oua5 6ZSl XOH '0'd 3'd 'Wo13 -1 I zq. 1 NOMnn 03dd17i 38n1 WnNIWn7b' 3 Sao �19070NH`03l OL01 B r S f -LyvHj 3anSS3ad `77di14 AA 3H ,I :ncpaurap :llHJ.SnGNl - oo ez k 'd*r•d -1-0:�C9 uwci0 X t]U �W/ SN01SG13lI 03N�lVW 0 90/%g N :suofsuay . 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(3); A (2).A (3) A OPENING (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B '�6) B (4) B (6) B CLIP TO MULL © (5) B (5) B (5)'B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5).13 (5) B (5) B (5) B. (5) B �5)�B, (5) B , (5) B (5) B 42 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 cn 54 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 _ 60 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 z 63 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 z 66 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 x 72 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111. 76 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 Z 14 78 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 84 128 138 111 117 98 102 90 92 83 83 77t3432 73 69 69 66 66 62 62 J 90 112 112 95 95 82 82 74 74 67 67 62 58 54 54 52 52 48 48 96 92 92 78 78 67 67 60 60 54 54 50 47 44 44 42 42 38 38 108 64 64. 54 54 47 47 42 42 37 37 34 32 30 30 28 28 25 25 111 59 59 50 50 43 43 38 38 34 34 3129 27 27 26 26 23 2144 27 27 22 22 19 19 17 17 15 15 - - - - - - - - 77� -.6,6 weA NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, a,r CONSIDER ONLY TWO ADJACENT UNITS AT A TIME: SEE SHEET 1. Multiple Mulled Units 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 114" TAPCONS, EMBED. (1 1/4') OR Vertical Mull Horizontal Mull 1/4" SS4 CRETE—FLEX, EMBED. (1 314') Mull B. 1112 SCREWS Length 5. SEE ANCHOR SPACING DETAILS SHEET 3. mull Opening _ � TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS � '} Length Width �_RedFF. 5D%30/06 DR-evNO CH G THIS Sff [—I]L Rei OpeningMull Opening RFK. 5%/06 C-MARKED REVSIONS Width Width Length INDUSTRIES P.J.P. 4 28 00 ..✓ Descnptbn: G� I" HEAVY WALL, PRESSURE CHART 4 r71°: �. 7070TECHNOLOGY 3ALUMINUM TUBE CLIPPED MULLION NOKOMOMIS,FL 34275 75 Sdiea/N°d, Sc°le: Sheet: Bmwing N°. Rer. P.O. BOX 1529 r'E N?°77,2 NOKOMIS. FL 34274 MULLS NTS 7 07 7 6221