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HomeMy WebLinkAboutNOAeSCANNLU By . St Lucie counAv M1AMIODME MIANII--DADS COUNTY, FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31S 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Avww.mianiidnde.Qov/economy PGT Industries, Inc. 1070 Technology Drive"'COPY North Venice, Fl. 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., beating the Miami -Dade County Product Control Revision Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state, 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is _ displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 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. rsrara•DApI:COUNTY f NOA No.13-0815.05 Expiration Date: May 26, 2016 -tom Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10— 0819.05) 2. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A', signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum Ietter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Srrbfnitted under previous NOA No.10-0819.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922. 01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1, Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06106111, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) _ f Jaime D, Gasco i, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTEWED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted tinder previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted tinder previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc, for their "PGT Seizes Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. r' T�by C • Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E --- 2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH FOR VERTICAL MULL MULLIONS / —` SEE DETARS I SHEETS 2.3 7`7II-'I�'I `\\\ SEE DETAILS A THRU G; / SHEETS 23 I I / 111 J II VERT. MULL LENGTH /111 I I I IG= /SEE DETAILS HORIZONTAL A-D,G,H' MULL SHEETS 23 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR -THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1 ATHRU Gib 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEETS23 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SEEDETAILE, MULL —SHEET3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION PRODUCTSMAY g) REFERENCE: TEST REPORTS: Fri-0443, ELCO ULTRACON/AGGRE-GATOR NOAS; ANSUAF&PA NOS FOR WOOD CONSTRUCTION; `BEOFANYTYPE MUST BE ADM -ALUMINUM DESIGN MANUAL MANUFACTURED BYPGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ITS MULL I— [—OPENWGWIDTH-1 I^HORIZ.MULL LENGTH--j LENGTH I OPENING HEIGHT OPENING MULL // y FORHEI HT y LENGTH Y Y MUILL r MULL LENG Y L L �1TM IN I SINGLE MULLION SINGLE MULLION OPENING WIDTH FOR VERTICAL MULL --f OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR" OR-TRIANGULAR/TRAPEZOIDAV. GENERAL NOTES .............. _..... 1 INSTRUCTIONS._..._..._._.......__...1 ELEVATIONS............................ -.... 1 MULL TO 2X WOOD ............... _- 2 MULL TO IX & MASONRY .......... 2 INSTALLATION NOTES-...-.._........ 2 MULL TO MASONRY_...__-._._._ 3 MULL TO STEEL STUD.._...-._..._. 3 MULL TO MULL ...... ..................... 3 ANCHOR SPECS.-.........._..........._. 3 ALTERNATATE CUPS ........... ... 4 BAY MULL INSTALLATION --------- 4 1 X 2 X.126 MULL SPECS_......_.._5 1 X 2 X.375 MULL SPECS.._..._.....6 1 X 2.76 X.376 MULL SPECS .......... 7 1 X 2.75 X.65 MULL SPECS...........8 IX 3.125 X.600 MULLSPECS.-...-9 1 X 4 X .125 MULL SPECS _......_..._70 i X 4 X.375 TUBE MULL SPECS._ 11 1X4X.375 TMULLSPECS..._._ 11 1.26 X 3.188 X.265 MULL SPECS...12 2 X 4 X.26 MULL SPECS .._._...... 13 2 X 6 X.26 MULL SPECS...._.._.-.-... 14 1.26 X2.11 X.125 MULL SPECS_. 15 30' X 3.26 BAY MULL SPECS....._A6 45' X 3.25 BAY MULL SPECS.__.... 17 MULLION & CLIP DIMENSIONS._._ 18-20 EXAMPLES 1 & 2................. .....21 LOADING EXAMPLES.....__...._.....22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FM FROM TABLES to THROUGH 13A, ON SHEETS 5 THROUGH 17 1'1LODUCT REVISED as complying eilH 111e F101100 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING Building do _ Gig + VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE AcceplonceNo .t+-•+ REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS y;�)DDde Ptoduu Contra VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY.lip 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE CLIP PATTERN AND VERIFY THAT THE REQUIRED • • ••"•• ./' 4e '� •''vGENSF '•.,P ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR ANCHOR CAPACITY IS MET. _� •', iC No.56705 •: 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ ; = _ ' 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL i0.(\ •, p pT)L)OP.•��,�: MULLION CAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE �i�............. SS// MULLED FENESTRATION PRODUCT ASSEMBLY. O, NA`L \\� 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. 1 A. LYNN iv�IL1ER, P.E. FL P.E.II 58705 Ed DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MUUJON MULLION ATTACHED TO 1X SUCKSTRIP T1P.ANCHOR ^� OR WOOD FRAMING WOOD BUCK AND MASONRY ATTMENT AND PER SUBSTRATE, pY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS, SEE SEE TABLES 18108 SEE NOTE 1, (V MULLION SHEET 1. I U) RN d I I I 1 SEE SHEETS 'a qa 1 MIN 2.7 KSI '.: .: - �• .. EDGE 9 ERHERTHE I I I 18.20 FOR HOLE .d 1 I CONCRETE OR CMU' •'i I DISTANCE. J STANDARD OR i' LOCATIONS I ,I I^FSEESEETABLES OFFSETMULL EDGE m 1 I EDGE DISTANCE 1B.10B M CLIP MAY BE I° DISTANCE m n I ° FOR MASONRY � o INSTALLED BY b I II FORWOOD ,(/ I I ANCHORS m¢ p THIS METHOD. SCREWS L2WMAXFOR a �4. a I I I SIDE VIEW Z .. .q ALL MULLIONS C) d< 4" ~ .a .. ° EITHER THE F-. STANDARD OR 5 U .'d OFFSET MULL Z G CLIP MAY BE ()' n ° EXTERIOR ° INSTALLED BY F THIS METHOD. U) 8 EDGE DISTANCE F e FOR 7 O Id Q MASONRY a Z ANCHORS ¢ {— 1••: 31 .. EXTERIOR p TYP. ANCHOR TYP. ANCHOR SEE TABLES SUCKSTRIP 18_108 ANO ATTACHMENT ' �: BY OTHERS, SEE SHEET 1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3, 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO iW S.S. AGGREGATOR MASONRY ANCHORS. 7YP. ANCHOR PERSUBSTRATE, SEE TABLES 1B-tOB BUCKSTRIP AND ATTACHMENT BY OTHERS, EMBEDMENT' SEEOTHER NOTE I, �•e. `s SHEET 1. _ MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW the Plarlda ..YNN r11Y(e��ii�i C��' Y,IOENSF '• ;F'P ' No.58705 01. S7A7 E,CV` AL A. LMNN MILL'LP.E. FL P.E.# 58705 t DETAIL E:h n DETAIL C: —1 125•MIN MULLION TO MULLION �+ MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULUON (U-CLIP) 1) MAY BE INSTALLED IN 'TEE- OR "CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS.ag VARIES 2) MAY BE INSTALLED HORIZONTALLY 1 ` TYP. ANCHOR (SHOWN) OR VERTICALLY. I 1 Ef R I I PER SUBSTRATE, 5 Q STANDNDARDDO SEE TABLES 1B40B L 3 ) SEE U-CLIP DRAWINGS, SHEETS 18-20 CLIP MAYBE I I .57 TOP VIEW FOR CORRESPONDING MULLION. Z m INSTALLED BY II I 1 ° EDGE DISTANCE MULLION O W THIS METHOD. I I FOR MASONRY I ANCHORS VARIES J U) 41287EELSCREWS, U) SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS W O- F is < m m o U) ° n � U) m W EXTERIOR 4' a MULLION I- Z �O 0 a O ZQ EDGE DISTANCE - `� FOR MASONRY / Z BU ANCHORS ' . - 4 INTERSECTION - }gj U-CUP F Z 8' ° d EXTERIOR Q N r m Z _ TYP.ANCHORI-- PERSUBSTRATE, d Z Z Q N SEE TABLES IB-108 Q• Q O Z a0 E TYP.ANCHOR SEE SHEETS I6-20 FOR I—ysy o0 ?'.10 BUCKSTRIP ER SUBSTRATE. HOLE LOCATIONS 55 Q SEE TABLES IB•10B :5 _ AND FRONT VIEW EDGE W ATTACHMENT DISTANCE 0_' fa-• S2 Y av BY OTHERS, SEETABLES N EMBEDMFM- - SEE NOTE 1. IB•10B V z Q SHEETI.�'°•' Q O O • :..:.•.e•'..'�....-..' .-. EDGE ¢� �,..,...I' DISTANCE Z eO �.O MIN 2.7 KSI CONCRETE OR CMII SEE TABLES SIDE VIEW pE� MIN 2.7 KSI CONCRETE OR CMU 18.10E FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) r� INSTALLATION NOTES: eFORSTEEL UCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR �PER SUBSTRATE, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN A13OVE ARE FOR PICTORIAL REPRESENTATION PRODUCT' REYISillONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE EESHEETS © omlinlrilp SIa Pbrida 18-20 FORBuildingCodCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Aaeplencc NoFOLLOWWG SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Ex Dam O3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. \\MULLION f- D4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. a3ian11 Da' %o l l iUConlro®1111111(1/5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USEONLY MIAMI-DADE COUNTY APPROVED EDGE � LTNNDISTANCE ��ON�.......AELCO ULTRACON OR ELCO I/4'S.S. AGGREGATOR MASONRY ANCHORS. STUDS 7HINNERiHAN SIEE STANC Es"`FRONT VIEWAND COMPLIANT WITH THE FL BUILDING IB-108E• A 2X WOOD BACKER MUST USED. = * •'. 'IC ATTACHMENT BYOTHERS. No. 58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: .O ' d'= 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD <yTA dRF : ANCHOR VALUES MAY BE USED. �i�/'�,[.S •. FCQRIOP,.�G,`�� 2) SEE CORRESPONDING MULLION TABLES, �\7/i�lONA�- L�\� SHEETS 5-17. FOR QUANTITY OF SCREWS. A. LYkA ILLER, P.E. FL P.E.# 58705 • • 1 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 1" "I 1 NI IN I — 2 ' N _ SIDE VIEW I ul U C3 F- snpwrvwlTH1 xa x.12s TOP VIEW 1 I i In M W MULLION EXTERIORTYP. ANCHOR PER SUBSTRATE 7 O d 2 b I I SEE TABLES 128 OR 13B Z Z I TYP.ANCHOR I I 1 7 F° &o STANDARD MULUON CLIP I PER SUBSTRATE, EXTERIOR. _I Tn c� MODIFIED TO FIT FIELD SEETABLESIB-11B i I � CONDITIONS. I I 1 I % Q z I Ca t I I 2'XS'ANGLE CLIP. ~ Z Q 2 PER MULLION END, MUSTBE Q I I I I INSTALLED INSIDE OF BAY MULL. OD ih MULUON I I I O �6 go � I 1 TX5'X.125' V Q IA fn II I I ANGLE CUP. Z a` I I I I 2PER MULUON END, Q — Q o I I 1 MUST BE INSTALLED0- cb Zm0 In I I I INSIDE OF MULL. ���f1 I I I �TYP.ANCHOR b PERSUBSTRATE, SEE TABLES 15-10B INTO WOOD. STEEL.ALUM INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EXTERIOR ,T w®� 'Roo. RFiVIS O EpOEp1 ,woe 'AD% I LscomplyulgM$hthoFladdU pF3l PN Ullding COdc .{ L 4.'.� cceplallCOND 1.1JL ® I ® INTO WOOD. STEEL, I O yDalo _ D ® ® ALUM• CMU OR MASONRY 1 EDGE H B \ - DISTANCE - IvfamlDadoPCodUCLCOnuo PER ANCHOR EDGEISTANCE PERANCHOR O NOTES FOR INSTALLATION OPTION G & H: ��``\��N,( LYNN ,{���� NOTES FOR INSTALLATION OPTIONS F: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. P��,r'V\CENSF '• "}' 2) DETAIL G: SEE TABLES 18-1IS FOR ANCHOR QUANTITIES AND SHEETS 1B-20 FOR HOLE * No. 58705 * '_ 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11- X.125' MULLION. LOCATIONS. 2) SEE TABLES 18.10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. STATE OF 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. i�'C�iS•.S EOP.•�G��� FL P.E.# 58705