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Product Approval
M IAWD:ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive 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 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"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: 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 NOA#16-0218.03 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 Jorge M.Plasencia,P.E. OUNTY NOA No. 17-063J MFAMI RADE C « e � Expiration Date:. Approval Date: N 09,2017 Page I e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014) and with FBC 6111 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'" Edition (2014) and FBC-614 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. 1 a o Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 g Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 i P s SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS 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 IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES-------.I MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..................___._....1 FIGURE 1: ELEVATIONS .......... MULTIPLE 0 ENINGWIDTHFORVERTICALMU ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO ZX WOOD..,_..._._..._._.2 MULLIONS HAVE BEEN TESTED AS'FREE-FLOA71NG'ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT S MULL TO IX&MASONRY 2 . DETAILS INSCRIBEDINSIDE HALL .............. .......... SEE REcrANGtnaR NOT HAVE A GAP OF MORE THAN 1/4*FROM THE CLIP. INSTALLATION NOTES...__.,_..._.2 ADG.H: MULLTOMASONRY....................3 en P SHEMETU-2-4 MUU-TOSTEELSTUD.......... 3 (N 3)T HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_— 3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.L/180.THE 1/3 STRESS INCREASE WAS NOT USED ALTEMATATE CLIPS.............—4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY MULL INSTALLATION___.4 z I X2X.125 MULL SPECS.-___5 W 0 w 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONS1131LITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 11 X 2 X.376 MULL SPECS--... 6 _J XZT5X.376MUI_LSPECS_._7 tC INSTRUCTIONS. I XZT5 X AS MULL 1 X 3.125 X.500 MULL SPECS......9 SEE DETAILS z $ Im ca ATHRU 0; III 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND I X 4 X.126 MULL SPECS__10 Ul 0 SHEETS 2-4 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.375 TU13E MULL SPECS I I �7 w ATHRUG; § X4X.376"rMULLSPECS 11 2 0 SHEETS 2-0ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE.LOWEST DESIGN 11-26X318 X265MULLSPECS_12 MULTIPLEIII _ MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY, 1.2SX3' a 13 W 111ING 125X .25 X.100 MULL SPECS._13 d PRESSURE OF VERT. HEIGHT 3.25 X.624 MULL SPECS--14 3! LU MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZESHOWN ON THETABLE(S). 126 X 3.94 X.624 MULL SPECS 15 of LENGTH HORIZONTAL 2 X 4X.25 MULL SPEC&.--..--16 0 z 0 SEEDETAILE, MULL T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUG"BY OTHERS,MUST 2X 6X.25 MULL SPECS_..___..17 < z SHIET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.2e X 2.11 X.126 MULL SPECS_IS v1 (/Dr- AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 325 SAY MULL SPECS........,19 LU 45'X325 BAY MULL SPECS 20 REACTIONS. E5 1� MULLION&CLIP DIMENSIONS_-21-23 EXAMPLES I&2_._.„..,,..__._,.._.24 Zi m t0 FENESTRATION 8)REFERENCE:TEST REPORTS!FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS LOADING MMPLES.............__25 fn PRODUCTS MAY I 'BE OF ANY TYPE. t� wtttQZZZ 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY THE REQUIREMENTS OF THE FLORIDA BUILDING w LU w MUSTBE MANUFACTURED CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0 to BY PST. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. z MI LU ,/SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. o DQ..e z to • 0 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING —HORIZONTAL OfSHEETS 24 MULL WIDTHfHEIGHTOF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH PRODUCT REVISED HCRIZONTAL 35 COMPIZing With th.Florida MULL 13.11dl.g LENGTH INSTRUCTIONS: NOA-No. *do 17_0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS I)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT2)FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/2612021 [--HORV-MULL LENGTH-----j 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FEN ESTRATIO N PRODUCTS FRAME DEPTH. By LEU. —OPENING WIDTH--1 Product Control NUGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR”OR-TRIANGULAWWEZOIDAV. F OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LGSM FROM TABLES 1 A THROUGH 1 SA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING HEIGHT OPENING FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE HT MULLHOwz vEm. MULLION CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSM FOR THE OPENING OBTAINED IN Hma, MULL MULL LENGTH STEP 1). 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION POOR=VER�Tt6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE Ly D- L MULL OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ...... FOR VER71CAL MULL CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS s FROM FIGURE I ABOVE 7)IF THE MULLION CAPACITY(LfISfM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE No.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA`TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE *2017 FLORIDA BUILDING CODE(FOC),6TH EDITION -2014 FLORIDA BUILD FOC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -ANSt/AF&PA NDS4015 FOR WOOD CONSTRUCTION CAPACITY ILBSIM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .. ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTASSEMBLY. ..... ... +A •' 6100-12 0AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L (It MWUEl , E. FL P.E.#58705 h� Y DETAIL A DETAIL B: MULLION o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X CK PIP TYP.ANCHOR Aga OR WOOD FRAMING WOOD BUCK AND MASONRY AT fA HC NT SEERSUBTABLES testae ^; (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BroTHERs. SEE NOTE 1, iV I i MULLION SHEET I, i, U • i i I i r. V) �N s [L EITHER THE t I IUl SEE TIONCHFSLIFTSIPSAMELMLETATEMYHD UBOBLLEDY. a tII ,e // SHEETS 1.27 OIj MN2.71 , Lu9 LOCATIONS FEOR 0157ANCe. SEE SEE TABLESe EDGEE EDGE DISTANCE 1&198 DISTANCa � j [� d ANCHORSLJ !_A tc W c( r satEws 260 MAX FOR °°d n SIDEVIEW Z LU • ACL MULLIONS d• F- a d ° a EITHERTHE ^.2 O Z ' BTANDARD OR 'Z � U m = d•° d L� CLIP MAY BE Wj<'s sp 'm EXTERIOR ? e NSTALLED BY F v` aZ _ THIS A1ETt100. ,,,} EDGE DISTANCE 4 j ¢ Z n e FOR 2Z <( N W MASONRY c _ ,e Tt1E OFF52T CLIP 6S ANCHORS 1I-- . RECOMMENDED FDR a e O.p EXTERIOR d FlN•FRAMED °.. H $ o +MNDOWS,8t1TMAY � ' ALSO BE USED FOR OTHER FRAME TYPES. v ® cj� q — O O a� zmo m 2 lig; ? TYP.ANCHOR TYP.ANCHOR ;e €i TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE. PER SUBSATE, TRSEE TABLES 1 B•10$ TABLES 1�iSB SEE TABLES 15.168 �EDGEIEND PRODUCT REVISED DISTANCE BUCK$TRIP as eom ying with file Florida {� SEETABLEs gryp BUIIdinB Colo ErnBE3MFarr BucKsrwP 1813a ATTAOHL�Nr Noa No. 17-Ofi30_01 AND EMBEDMENT'' ��•. BY OTHERS, ATTACHMENT ` �.,r:;. EEE NOTE I, Expiration Dato05/2612021 •.Y', ''F BY OTHERS, SEE NOTE 1, J7 •• v. By SHEETt. .. . MINZ7KSICDNC • •y Mioml a Ar ucR Contra RETE OR CMU " SIDE VIEW FRONT VIEW FRONT VIEW • 3 1 INSTALLATION NOTES: I i 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. j 1ittLltt trJ ) 2)QUANTITY OF ANCHORS AND MULLION SIZE BROWN ABOVE ARE FOR PICTORIAL REPRESENTATION �.,.��pN,_.... !V,y�f'%£ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ONTHEANCHORTOANCHOR DISTANCE,THE { a 't,\GENS '.1� i CORRECT QUANTITYANO LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OROFFSET CLIP MAY BEUSED. No.58706 _ I 3}ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHF170 OR FLATHEAD, 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ����(/•� ATE1L�ti 5)FOR MASCNRYAPPLICATIONS IN MIAMLOADE COUNTY,USE ONLY MIAMI•DADE COUNTYAPPROVED i��s'•,FCORIOP,.•'��'�� ELCO ULTRACON OR ELCO 1/4'8.8.AGGREGATOR MASONRY ANCHORS. AL11j1�� + A.LYN+t3{�ti`L1 R, FL P.E.#58705 i DETAIL E: A MULLION TO MULLION ® _ DETAIL C: --1 AWMM. INTERSECTION NOTES: d a MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULL ON (U CLIP) 1)MAY BE INSTALLED IN-TEE'OR'CROSS' o (STANDARD CLIP SHOWNY Es INTERSECTIONS. .) o U 2)MAY BE INSTALLED HORIZONTALLY S ' (SHOWN)OR VERTICALLY. N ErrHER THE I i .ANCHOR PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 y Is U I STANDARD I i SEE TABLES 1B-13121 TOP VIEW -MULLION FOR CORRESPONDING MULLION. (0 yM W OFFSET MULL I CUP MAYBE I I Q e EOGEDISTANCE w 2 INSTALLED BY I� '8@f FORMASONRY VARIES� I�i J U) THISMETHOD I ANCHORS 912STEELSCREWS, W 5 U // -DRIWNG OR PRE-DRLL I c I �MULUON AND USE SMS W O r 4 $ MUWON I•' Z 10 (:) EXTERIOR THE OFFSET CUP'S \� Z Z U m m ¢_ EOGEDISTANCE RECOMMENDED FOR t(� FORMAS ONRY ° R+• FIN-FRAM=DLINTERSECTION Lu ANCHORS ALSOBEUSUT MAY U-CUP l-oE �Z , ALsoBEusEDFOR EXTERIOR �..JI j g' OTHER FRAME TYPES, F Z 1 � p PER SUBSTRATE, DO — 0 z C4 2z SffTABLES IB•138 PTYP.ER SUBSTRATE, $�SHO�LE LOCATIONS ^ gy 20 $a BUCK IP SEE TABLES 11-130 FRONTVIEW DISTANCE_ ISTED� " LU ¢ Y S2 JI ATTACHMENT ® F- (D U) _ - BV OTHERS. $EETA�LEB = U Z Q SEE NOTE i, �� (_9 Q 0 0 EMBEOMSNT .� SHEET 1. �' EDGE a§ Z U I • .. •. DISTANCE a fl u m 10 I " e SEE TABLES SIDE VIEW $ 9S� O� MIN 2.7 KS1 CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 - FRONT VIEWVIEW DETAIL D: SIDE PRODUCT REVISED MULLION ATTACHED TO aS c*1 ing with the Florida STEEL STUD Dullding Codo (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE expiration Date 05 612021 INSTALLATION NOTES: NP.ANCHOR � 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE. ® Ml em a Product Control rFOR'STEEL SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR CORRECT QUANTITY AND LOCATION OFANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FDR DETAILSA-D,EITHER THE STANDARD OROFFSETCLIP MAYBE USED. LocAnoNs MUWON3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. � EDGE5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED DISTANCE ��� LYELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. STUDS THINNER THAN SEETABLEsFRONTVIEWGAANDCOMPUANTWITHTHEFLBUILDING18138ODE,A 2X WOOD BACKER MUST USED. ` Q-;' ••.'��i ATTACHMENT BV OTHERS• USE WOOD ANCHOR SPECS 7ly; NO.58705 EXTERIOR SIDE VIEW. - - ' NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ' T 'T :•,(V�` ANCHOR VALUES MAYBE USED. S.'n•'•.',c ATE F 'i CSS, '•.CORIDP,.: �_�� 2 SEE CORRESPONDING MULLION TABLES. /i/S/ SHEETS 5-20,FOR QUANTITY OF SCREWS. SR))�.E. FL P. 58705 DETAIL F: DETAIL G: DETAIL H: � d FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION u (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) w a gY CS SEE DETAILS A-0, aD OR 4r SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECiRC SUBSTRATES. N U MUWCN II Tn •d-r�OeW 0 0 Z W 0O O O O O O O O Cl) O O TOP VIEW 2 0:i W SIDE VIEW I I I � Q o U � SHOWN WITH I'Xd'X.17S'. TOP VIEW I I Z � W MULLION '2 I j I 1 TYP.ANCHOR L) r Q .EXTERIOR i i �SEETABPFR BLES16BOR16B ? j U jTYP.ANCHOR EXTERIOR 3 L" 1Z ' STANDARD MUWON CLIP I I PERSUBSTRATE. I I F Z r r 1 MODIFIED TO FR FIELD SEETABLESIS-148 MODIFIED m I I r CONDITIONS. I ¢1 'I I YX6'ANGLECLIP, Z Q ED I I I 2 PER MULLION END,MUST BE p z N I i I I I INSTALLED INSIDE OF BAY MULL. N �p�p i MULLION i 11 i i W J I I I I O lr F Y Y 2'X6'X.12S PER MUWON @1D, Z a-Z 0 N Q.`` I I MUST REINSTALLED mp I 1 PRODUCTREVISED Bui dm8 codewith the Florida _PER PER SUBSTRATE, SEE TABLES IBA3a t1oA-No. 17-0630.01 INTO WOOD, STEEL,ALUM Eixplration Date 5/2 STANDARD CLIP TO BE 6/2027 EXTERIOR OR MASONRY EXTERIOR - INTO WOOD,STEEL, sY ALUM,CMU OR MASONRY MODIFIED INFIELD• � I Mlaml-D Product control EXTERIOR a ® ® INTO WOOD,STEEL. l ' ALUM,CMU OR MASONRY 1 EDGE O DISTANCE PER ANCHOR Ed EDGE —�- DlsrAtacE NOTES FOR INSTALLATION OPTION G&H: PERANCHOR O o ��.•' LICENSE /l/i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F. =7} 2)DETAIL G:SEE TABLES 16-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE a = No. 8705 5 *= 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126"X 2.11'X.125'MULLION. LOCATIONS. 2)SEE TABLES 18-136 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE r O LOCATIONS. ® .n••. ATE %�`S1•'•F20RIDP 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, ,.•''���� I G ` I a A.Lf{J14IRMLL ,P.E. v FL P.E.#58705 j TABLE 1A Mullion Capacity Table ObaM In A Opening Width(farverfica*sparring munions)or Opening Height(f6rhorizontally-spenrung muzons) solo 60 in 1. gal. SO(. too I. 121D h 1401. 160 In R otdroub, Solo, VaWlSiana. RwtmgW r Too eng, Rwwwbr 10arifarti. Ror;targuttr 'I'VITkarg. Ft'.1angul ymp-miang. _�Nuf.r " TWAWV' z. LV L..& ��t-9-17 T-p7d-g 1x2x.125 .Lo-ev Loading I- I-aft Load's Loordw Loading L-ft Load.9 9 Loading Looring Loadim Wdr9 Lwftg Loadk.9 Loading i i";_ Loading R:e or Alum.TdbeT &. . f- f & b & .1 1 g I ilk' 71, 13 LD to Mullion fog j, tae 3 tS Ti T ils Tiam'i1a �y fla" 11 - 4 d 1 1121 H n1 U -1n 111.9 08 129.5 332 912 402 115.6 326 79.0 408 107,8 721 69.9 408 104.4 319 GZI AIDS 104.0 319 53.9 408 104.0 319 46,6 408 101,0 319 39.9 408 104.0 319 35.0 408 104.0 319 481. 74.0 312 03.0 258 624 312 73.4 252 as 312 67,01 248 48.4 312 632 246 41.6 312 61.3 244 STA 312 61.0 244 31.2 312 61,0 244 28.8 312 61.0 244 23A 312 OLD 244 12 50.6261n 03.9 261 70.6_ 234 2 2511 51.5 228 4U 281 55.7 224 39.9,281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 ZIO 26.6 21H 49.3 210 72.0 201 49.3 219 20.0 281 49.3 219 54 in3 S16 247 57.5 207 43.9 247 49.8 202 37.13 247 44.0 199 329 1 247 41.6 JOS 29.2 247 39.4 194 26.3 247 3a -1 4 J93 21.1 241 23 24Ir 8�1 193 18.4 247 3S.J 193 C3 0 to 21 6314 33.1 181 35.3_ 155 27.6 181 30.3 1. W 181 29.9 149 20.7 181 24,5 146 10.4 181 22.5 144 16.0 101 21.7 143 6011, 36,4 ato 47.2 170 370 200 36.4160 27,4 200 31.6 M 24,0 200 219 160 21.3 200 Z7,1159 192 200 2S0 157 18.0 200 25.0 158 66 In 28.8 JOS MA 142 24.0 165 25.1 131 0.1 JOS 23.1 136 18.0 165 21.0 134 72 In 222 139 23.3 120 'a's 139 19.9 its 15.0 39 145 218 W_ LU 10 Z 76th 10.9 125 19.7 109 15.7 US MO 107 Lo -d 76tH (7.5 118 U52 104 TABLE 1B < ANCHOR CAPACITY ADJUSTMENT FORMULA.- 2 Q rn '_ Aftn horCaoacIrVT2bj00bi), (WANEOLHOR CAP.,,, O f^,,,,,, WN cur Z5 0 lgN Substrate: 2.790-101a 3.5k C- 11.11-cmu FVIad CMU PT Wood I Maw (DP_)X U =ANCHOR CHOIR CA17_ Anchor Type: 311 EfooUr-ow, 114-Elco Urtyroon &W ETC. WIO`Eko UlIncon 1/4-Ebd UPpoon 1/4"s Efr* It'al Anchor Clip Patterns u1mar, ACUreGator Utoroon AggreGrtw ftoa�JC,5)Sc,aw[w) Sorray(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR 1,U X Edq.Mtanc.f.): I- 2.11r I- 2-12• 3-116* 1- 1 2-1w v 2-ItZ r 341W r DAV alse 0.324. CAPACrrYREQUIRED'CORRESPONDINGTOAN Embedment(n, w4" 1-3/4' 1-314' 1,V4' 7 141e I 141V 1_111v I-1/v 1_1141 1-11r 2- 11vw 11 -- M. aflas ACTUAL PRESSURE REQUIREMENT FOR THE Q�c C 0 2Anottn@4.W&tn.O.C.ISWNaM�,smIr 390 flar 3901. 450 ba WOM 10441. 12702. 1 260firs 354 lbs 740 11a. 314 Ira, 664 to. MRA-_71-b-3 44M 560 fto OPENING,WHEN IT IS LOWER THAN THE MULLION a. Z 4 Anchors @ 135'Mir.O.Q i Standard(or Offref)CUp Fig.2). 480[ba NO IIA 1111A WA WA NA - 350 lot WA WA N/A NIA WA 682 R. 05 iw- 1120 Ma CAPACITY(FROM THE TABLE)OF THE SELECTED A0 __.-'(2)2tSA19I-Cspalft,3): 7110 Ib. 780 ft. So_, 112D Ica M,.12 0 .C./UCUP.IMM.125-A WA NIA WA WA NIA WA NIA WA NIA 141A NA 715153 CAPACITY WHICH MAY BE USED TO QUALIFY 9`6 Iwo 1b. fmax, 5401ha 560 IV. WA 760 to. 748 M SM a. 1892 ca MULLION.IT WILL YIELD A MINIMUM ANCHOR I Andholl 195 lot 225 b, 445 fln M W$ 135 act 140f IT70. 3701w 280 fba ADDITIONAL ANCHOR OPTIONS FROM THE 2An.h..@1.15 MIr.0.CJF-CI1p(F1a.Olj 240 Ibo am ba WA --o I PRODUCT REVISED a 500 1b. ANCHOR CAPACITY TABLE. 41com the Florida NOTE:-FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. aiwilding'111.%with NOA-No. 17-0630.01 Expiration Date 05126/2021 Miami�D Product Go- nr0(- FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ---1 1.000. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTFJCTIONS SHOWN ON SHEETS 21-21 2.00(r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 111 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' ow LYNIv ",11 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SMALL BE PRESSURE-TREATED ,ICE FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUM-URAL STEEL TO BEAT I'X2"X.125"MULUON No.55705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND A M0 THE MATERIAL.#108#12 ANCHORS INTO WOOD MAYBE STEEL I"S.S.OR410S.S. X73-0. STATE F 'ate 0 �zz 17 .44i 01VAL A.ifiNMIMIUREA P.E. FL P.E.#55705 I TABLE 2A ® H i Mullion Capacity Table slits ?:�$ Opening Width((oft�lUceltyspaatlng mWios)orOpening Height tfilns) s 601n 6D in 70 in 00 in BO In 100 in 120 In 140 in 150 In Xy Recmnguw 7Fap'Tfty. Redvguler Tmprrdaag. RcctOngular Tmprillaq. Rectangular T.prtdaig. ReetnnOWer -11v"atg. Rectangular Traprrftg. Rectangular Tn P]TOM RectangWor 7rap/7rlerlp. Rectangular T.P7ldena $' 1 1 x2 x.376 Ling L_%V Laodrg Loadng Lnadrg Loamro Loodirg L.,n g Lain L.-ano 1-bang Lcadtng Lwdng Waa1n9 Loading Lnadblg Loadbq loadrg AIUM.TubcT11F a y r r r r a �.. a •^ r r r r �• 2r ,dr •^ z• �• LL Mullion �n � � ygt � F�F � y9 �. a �, a� W cy d g rc8 d`a6 d` So d` g�- z d¢ fo d f a is �a d� � drc �.. d¢ �o Z O 'IL 42 it 170.0 820 170.0 435 161,3 682 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 1009. 682 16fl9 517 90.8 6EM 168.9 617 75.7 662 16&9 517 80.8 662 1669 617 66.7 682 78&9 517 J 4810 121.0 507 136.0 419 101.4 507 1192 410 86.9 507 10&7 403 780 507 1028 399 117.6 507 99.6 397 Sall 507 99.0 396 60.7 507 99.0 396 4&4 507 99.0 390 36.0 507 99.0 396 -I Tn 50.62510 103.7 456 114.6 379 08.4 450 09.9 371 74.1 456 90.5 354 618 456 84.8 360 67.6 456 '81.3 357 51A 466 flat) 356 432 458 8D.0 356 37.0 456 80.0 356 324 466 80.0 356 = o F 54 b7 BSC 400 933 336 71.2 400 80.8 328 61.0 400 72.7 322 53.4 400 67.3 318 47.6 400 64.0 315 427 400 62.3 314 3156 400 61.0 313 30.5 400 OI.B 313 26.7 400 81.8 313 W p r� BO in 623 324 W9 276 51.9 324 57.5 270 44,15 324 51.2 264 3&9 3W 469 260 348 324 43.9 257 81.1 324 420 255 260 324 405 253 222 324 40.5 2157 19.5 324 4a5 253 F- rp w C 63 h 53.8 294 57.4 252 44.8 294 492 248 3&4 294 43.6 241 338 294 398 237 29,9 294 37.1 234 26.9 294 3&2 232 224 294 93.5 23D 192 294 314 230 1 16.0 294 334 230 � � Q 661n 46-8 2611 49.6 230 39.0 268 424 225 334 268 37.5 221 29.2 258 341 218 26.0 268 31.6 275 23.4 20 29.8 212 19.6 268 260 210 1&7 268 27.7 209 146 258 27.7 279 Z z m Z 5 72b 360 715 37.9 1118 30.0 226 32.2 191 25.7 225 Z&4 108 225 225 2156 185 20.11 225 23.5 1112 1&0 225 T21 180 16.0 225 2D.3 177 1211 226 19.8 1711 113 226 19,6 176 W (yj, Q I 78 In 30.6 203 320 1TI 215 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 1153 2D2 15.4 183 128 202 16.7 160 109 202 169 158 9.6 202 15.19 158 J p V dZ 7B In 28.3 192 29.0 16a 23.17 192 25.1 165 20.2 192 220 162 17.7 7� 1157 159 1157 192 10.1 157 14.2 192 1fl8 155 71.8 792 15.2 152 101 192 744 1W 8.9 192 742 160 j ¢ J W IA 1196 144 19.0 126 15.4 144 16.1 128 ?F ~ 7 a N tT Fa §O IgD 961n 152 127 15.6 113 (7 z c0'•� TABLE 2B ANCHOR CAPACITY ADJUSTMENTFORMULA4 1n cn w ° Anchor Ce ac Table Obs) ANCHOR CAP.,w=r..,, LU X Y Y Substrata 275 Concrete 3,5i Cam. Hallow CMU Med CMU PT Wood Metal (DP)X( )=ANCHORCAP.- 0 N � U) 1tt8`Elm 1/4'ss Eloo 5N5 Elco 114'33 Eko 810 Steel ail steel tn26teel MULLION Anehor7ype: 9/115 Oco UOra4on 174'Eko Ln-. 3116'El.Ult- 114'Etw Ulft.. _ 7 Anchor Clip Paltems (Rn-n ABtreGstor UK- AggreGator scnew(G5)screw IG5) Scrow(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR O ¢ p O Edg3 DISW.e 0n), t• 2.1/7 A- 2.112• 3.118• r 2-17 1- 2.111 2" 3-v8• 2• 0.4a• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN � ��� Z�O 1n Embednent Mt I-We 1a4• 1a4• 1aa• 2• 1-114• 1-1/4' M/4' 1.114• 1-114• 1.114• r tae• 1a8• woes ACTUAL PRESSURE REQUIREMENT FOR THE _ a 2 Anions®4.75•MIs.O.C./Stand3W or Olhet alp(Fig.1k 300 b3 390 ft 450 ba 890 res 16441b3 270 b3 200 1b. 3541be 740 b+ 3741ba 664 ft 946 08 341 lbs 442 b3 560 ba OPENING,WHEN R I9 LOWER THAN THE MULLION 4 Anchare @ 1.16-MIM O.a I Slsndand(mOlMt)alp(Fig.2j 480 bs 700 be WA WA NIA WA 300Ibs WA NIA WA WA WA 082 lbs 885 fbs 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED aT 4 Amhots®3•Mb.O.C.1(2)2x5 Angle Cups I(Fg.3j 780 be 79D ms 680 It. 1560 ID. 18969. 540N 560 lb. WA 7606. 748 be 880 b3 tm2 b3 682 lb, aw lbs 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED 2 Anchors @ MY Min.0.C.I LL00,1310.125'Akan.(Fig.4p WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 715 ft CAPACITY WHICH MAY BE USED TO QUALIFY as COMM'" with with the Florida 1 Amlwr7 FQIp(Mg.5): 195 bs 195 Its 225 bs 445 M 822 lbs 135 be 140 lbs 17110. 370 bs 1871 x421bs 473 Qz1 170 ll s z2t lb3 zeD lbs ADDITIONAL ANCHOR OPTIONS FROM THE Bmldlng oda 2 Anabcrs 1.15 Nin O.CI F-alp(Fig-e} 240 by 350 be WA WA NIA WA 790110 WA NIA N/A WA w4, 341 IW 442168 SBO bs ANCHOR CAPACITY TABLE NOA-No. 17-0630.01 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Pxplrotion Date 05/26/2021 BY Miami- o ro uc Contra FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j 1.000- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \\1 t 11 I 11711 2000 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. S • ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'t.'.•'tICENSF''•.Y�i ANGLE CLIP MUST BE USED W PAIRS. -FILLED4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND GROUT .375" �' P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED =*: No.58705 FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE6011SJ5 AND BEA MINIMUM OF.125" = • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'•THICK(18 GAUGE1•X 2'X.375° .STRUCTURAL STEEL TO BEAT MULLION LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 SS. i Oma'.• S ATEZONAL e: ((�� 'A.SYWMIL LER,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table(10.662) It 2 Opening Width(for verlically-sparding minions)or DID ening Height(for hoilzonta"arciing mufflons) 50 in 60 in 701. 001. soln 1001. 12061 HO 1. 160th R..Wgw. 7i.PrIlwo, P-tentAw I'Mad-D Rectaigul Tre;Mwc. RedangWar 'Iefem". R.--ovl. Tr9. Rectargwar Traprrflaw- -guwr `fta".g, Rm1mgLdr Tm"-'W. Rmbrgul. 7hIpffileng. 0 lxz7gx tuad-9 Loag L-ang L-ftg Lwdnu Ladn Lwftg Lee" L..g Lean Ldng Ldhg I-" Ldrq Lz L.&q L-*Q L-ft .376 Alum. Tube U) ys Mullion m v u c3 'i C4 i z LL 4251 170.0 170.0 435 170.0 744 1170.0 47E 170e -86-8- 170,0 See 170.0 892 170.0 Sig iTMQ 1116 170.01 621 170,0 IND 17O.0 621 140.7 1301 170.0 521 1127.5 1301 170.0 1 521 111-5 301 00 1 680 BSA JIM= 48 le IX0 703 170.0 624 170.0 M 1170.0 111 170.0 992 170.0 6030 IlU 1133 170.0 661 151,8 1136 170.01 6" 135.5 1139 170.0 690 113.9 1139 170.0 680 978 1139 70.0 1.- See 50.e2fi In 170.0 747 170.0 563 170.0 IN I VIA 831 IOTA 1032 170.0 684 146.8 1032 170.0 723 110.5 1032 170.0 747 117.4_1032 170.0 766 97.9 1032 170.0. 750 63A 1032 170,01 766 73.4 lo� 170.0 758 rte- 64M IjOb 707 170.0 612 161.3 907 1170.0 691 138.2 907 154.7 730 120.9 BIT ISZS 720 107.5 807 145,0 7'14 96.6 907 141-1 rill Sail 907 140.01 709 69.1 907 140.01 709 60.6 007 140,0 709 LU c� 60 In 141-1 735 15L5 M 117,6 733 1130.3 611 .100.0 735 116.0 599 382 735 10021 590 78.4 735 99.5 683 70.6 73MS 95.1 5 58.8 735 91.8 574 50A 735 574 44A 1,16 It$ 674 w (0 0 0.8 665 75A S_ -ws- 75.8 i2-1- 63 In 121.9 US 130.0 670.101.6 668 1111-5 657 61.0 668 93.9 647 76.2 6111 101 536 67.7 ON 83.9 531 60.9 We 70.8' 525 5 521 .5 7�4- .i 38.1 z IS 607 62.7 474 --iO7 Z ;74 fe 106.0 607 1T24 SM Ss&3 Wcu 06.1 511 75.7 607 95.0 501 682 607 77.1 493 W9 (107 I'L5 488 53,0 SIT 67.6 481 44.2 SIT 63.4 476 37,9 < L. ----F- - P 58.3)SID 64.3 420 61.0 510 STO 410 45A SIO 53.3 413 40.8 510 50.0 44.4 443 Rin SIB sic 85.8 443 6g.0 510 73.0 434 (D �100 34.0 SID 45.9 402 292 510 me - 399 too 70 Ll 69.4 458 726 400 57.5 458 61.7 392 49.0 458 54.1 385 43.4 458 408 M X5 111 44.6 373 34.7 458 41.6 368 28B 458 37.7 362 24A 45a 36.0 359 21.7 458 ;W.7 Z) -j P- 78h 02 435 67.0 381 516 435 63.6 273 45A 435 49.8 365 40.1 435 441 380 35,7 435 40.9 M 32.1 425 X1 351 26A 435 34.4 344 22.9 435 au 341 MI 435 =2 340 n -F- - M 5 5 Gffln CA 327 43.1 290 34.8 377 38.4 285 29.9 327 31-5 280 28.1 327 28.3 276 23,2 W 25.7 271 20.9 327 23.7 268 17A 327 21.0 262 %9 327 19.3 268 z go Iii 30.4 267 350. 257 25.7 287 29.9 262 24.6 287 260 748 21.5 1 297 23.1 244 191 287 20.9 740 17.2 287 19.3 237 14.4 267 We 232 ;1- -M-Z to 5 106117 242 227 24.7 -20a- 20.2 717 20.8 201 117.3 227 18.0 12L�217 'ao 195 • ZL3 215 191 15.9 216 10.6 1!1+ i -Til In 22.7 7jq-4 0 cli L' (9 1201. ITS 184 17.9 167 3: TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: < X z An horCapaeltv Table(Ibs) 0. 0 I oet'-w 27k C-refe 3,SX r=..I H.11-cmu FtledCMU PT Weed Nkfti I (DP-)x _,AIICI-1.0R CAP.ZT ANCHORCAP_ SSFIW '"a'a" 412 sle.1 912 sf-I AMW TYPO; 3116'Elm ULMOM I W Sm.-- "'a'Of -I-Elm I-- I-Elm UI.. SMS'Elm It4 AnchOrClIpPefterns ulmon 1'A49*qsug-1W3eI ifftwon AWmUI, S."(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR li40e DI*=e(10 1* ztf'r I. 2-1/r 3-118* 1. 24W 3-inr 2' _0.46r 0,W 0.32V CAPACITY mEQUIRED'CORRESPONDING TO AN PRODUCT REVISED !;, 1 1.1-14' 21 1-218. 11w. .6"- ACTUAL PRESSURE REQUIREMENT FOR THE with the Florida "VV In Embedment(1n): 1-W4ff 1-&4* 1-3/4' iV41 z i-VIV I035.='Cy.d9. 2h1chors @4.75-"Mh C.Q/Stendxda Ofsd CUP 09.1): DID Jbe 3900.. 450 Me 8908. 1844 be We]be 2601b, 354 Me 740164 374168 6541b4 9460.6 -5411-Ibs 4421b. 560 Ibs OPENING,MEN IT IS LOWER THAN THE MULLION NIGA-M.. 17-0630.01 4 An,hom @ I.W Min.O.C.I Stendwd(or DV3et)CUP ft.2t 4601M 700 be WA NIA WA NIA 380 6s -WA NIA NIA WA WA 692 be 8&-51be -11-201be CAPACITY(FROM THE TABLE)OF THE SELECTED 4% 748 fb� WIbe 1892 Jbe 692 1b, 051ts 1120 Ibe MULUON.IT WILL YIELD A MINIMUM ANCHOR �b -Q1(2)ZOAegla Clips I F4 3X 780 See 760 lbe 680 IM 1WD ft 1898 be 540 IM SW Jb3 NIA 7000. - Expiration Date 05126/2021 2AM 74!!ZM'MO�CO/U.Qlp.lnto.I-ZVAI=.(Flg.4t N/A WA NIA WA WA NIA WA NIA NIA WA WA NA WA WA 716 Im CAPACITY WHICH MAYBE USED TO QUALIFY In IE Zrr III R�s 105 lbs 2251bs 445 Lbs 8221b, 135%, 140 It. 177 lbs 37011b. 1071M 332 1b, 473 be 170 We 221 1b, 280 lbe ADDITIONAL ANCHOR OPTIONS FROM THE U-M :Ee , -be 350!be WA --------- ANCHOR CAPACITY TABLE. Miami-Da roduet Control 2Arohurs A iw!5' C;,21P Z et I la I 901b. WA WA WA WA WA , 341 She 4421b. 1 See I. NOTE,FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS-THE STANDARD CLIP. (::` I )CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24� FIGURE 1: FIGURE 2: TABLE NOTES: 1.000- SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, '11 IF I 8,)EE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNV" 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. s FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,68705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3018PECIFICATIONS.HOLLOW AND GROUT-FILLED -0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C�90.WOOD SHALL BE PRESSURB-TREATED Yl FIGURE4'. FIGURE 5: FIGURE 6,. 376, YELLOW SOUTHERN PINE WITH AN BG OF 0.55.ALUMINUM SHALL BE 6063-TO AND BEA MINIMUM OF.125" THICK STEEL STUDS OBE A MINIMUM GRADE 33 ANDC46'THICK(18 GAUGE)�STRUCTURAL STEEL TO Be AT LEAST.125*THICK AND A30.ALL ANCHORS INTO MErAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I'X2.75"X.375* LLION THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-BS.S.CR410S.S. L I R,P.E. FL P.E.#58705 TABLE 4A Mullion Capacity Table pbsM OponingWidLh(fbrwrdcaly-spaMrgmlilicrls)or0poningHolght(lbrhoI spwrdr?g muriom) SO I. e;h 701. 801. 901. t001n 1201. 14001 1001. F-ImIgm llpflll� R-WWnr TmPfMang Fkeztmgd� •T,.pllllwg. FZedued Lavg. Reclanoft. Tpffdung, lbet.90c Tmorre-ng. Root-suln, *A�P. 11--tmad� T.plTd.a. ShWaingLd. TWndung. IX7-?SX 'dra LoW - T-"Td`n Lnft oil .650 Alum, Lamov 1.0aft Loading L-ed-9 "0 Loading Lmdm Loaded Loma !.(odea Lcimlinq L-dng Loading Lo-ug 1.8ft :4 Tube uIrl co W z 0 42N 170.0 E20 170.0 435170.0 744 170,0 471 170.0 868 170.0 600 170.0 042 170.0 610 170.0 1116 Q 21 1740 USO 170.0 =I M71 ISM 170.0 1 521 138.0 IBM 170.0 SM 1 .0 1240 a 5 IZ 521 170 4801 1710 708 170.0 5U24 170.0 BMW 17MO rA4 170,0 M 170.0 OaD 17011 1133 170.0 661 1704 1275 1700 677 1700 1417 170.0 680 MY 1417 170.0 680 121.5 1417 170.01 M 106.3 1417 170.1) 680 7 'S 50.026 In VEE 747 170.0 69M 170.0 M 170.0 e31 170.0 1048 170,0 U4 170.0 1195 170.01 723 l6Z6 12801 170.0 747 146.31 1286 170,0 7W 121.9 1286 170.0 758 104.5 1288 170,0 760 91.4 1288 170.0 756 S - - 0 LU - F 64 In 170.0 7G7 171XD 612 170.0 99 170.0 591 VOA Site 170.0 754 150.7 1130 i?DD I M 133.9 1130 170.0 aaT 120.6 1130 170,0 050 100,5 MO 1170.0 M $8.1 1130 17D.0 Wl'"7&3 I= 17aO 861 12 m C) CF) D V) LU M31 735 07�11 015 tM.0 726 8T.;- 016 MS 72D 7a 2 9`15 114.4 715 X 015 114.4 715 R9 015 114A 715 0 601. 170.0 885 170.0 701 140,5 916 182.3 761 IMS 015 144.5 748 109,13 915 F- (9 2 W z 03 in 151.6 830 ISLO 710 120,5 030 138.9 694 1011.5 030 1232 Cal 04.9 530 M21 670 64.4 830 104-0 02 75,9 630 09A 650 613 030 04.5 049 $42 B30 OCI 649 47.4 830 94.1 60 ya as in 13m 757 1140.0 m 110.0 -1sr 116.8 sca• 6,0 .767 106,0 824 82-5 757 W1 I 61A M4 75-1 0.1 006 6&0 T$T "2 600 55.0 767 779.0 $93[411.2 767 IP 9 Z LIJ C ?U M 41.3 782 521 .6 a- 72 In 101.7 M 108.8 W SCO M 91.0 546 '727 6 530 OMG !L 722 521 WS M 68.5 514 50.9 M GZ3 SOO 42A 638- 57.2 M 36.3 036- 65.3 497 31.8 M 552 497 Lu -1 - - -j SO --I.r 07.4 478 64.1 571 00.0 471 4&0 571 55.5 454 43.2 571 51.8 469 34.0 $71 47.0 451 1 0 781. 86.5 571 GOA 496 72.1 571 76.8 468 6 4,ri) z IS 30.8 571 44.8 447 27.0 571 44.5 D 781a ZOA SU 83.4 474 %1 642 704 465 67.1 60 62.1 450 50.0 UZ 551 449 44.4 542 61.0442 41XO U2 47.S 437 313 542 42,8 420 29A S42 40.6 425 2-10 U2 40.1 423 0 z Z U, 001. 511 407 53.7 M 114 407 4&4 355 37.2 407 30.6 340 32.5 407 35.3 343 28.9 0 1 7 338 407 21.1 401 26.1 327 18.6 407 24.1 322 10.3 407 23.0 319 z -C 96 In 429 358 44.1 320 35.0 31M 37.2 '314 307 39 32.4 309 20.8 358 2&8 304 23.8 3% 25.1 (q� " WO 21.6 350 24.0 296 M0 358 21.0 292 15.3 3W 19.2 2U S2 x m x 00 HO h 30.) 283 30.8 255 25J 293 259 251 21.5 3 2" 247 I&S 20 19.9 244 10.7 283 1&0 240 1&1 283 Iu 237 (1) W 117 1. 27.8 267 20. 242 23.1 2W 23A 230 18.8 m 20.e F35 267 18.3 231 15.4 267 16.5 226 t": S2 C4 U) Cl) 173 X < 120 In 22.0 229 22.3.--rl.3- 220 18.0 206 16,7 228 182 2c¢ TABLE 4B An her Capacity Table Ohs) ANCHOR CAPACITY ADJUSTMENT FORMULA: S.MORIC 2.7k romete 3.5k c-I H()-CMU (_IANCHOR.ff,:_ ANCHORCAP. Fmel cmu PT MW me1w AncherlYm 3110,Eko Uftmo�� UW EI.. aflOr Efw Ulu.. 114-Elco Ultracal IICSS W16"Elco llr=t' SWd 8123 #12 steel AnchorClIpPalterns -- I - - "lumm A991COEttwou Uft=on AMIGEl'o diOSO35)ft-flgeesl) S.-M) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED Edg.mt-00 r 2-1/r I v I 2-to 3-116• I. 2-1J2. I- I 2-1a. 2* 3-11W 2. -OAA 8.64• 8.324•- CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida E.bedmUnI I_vr 1,V4. 1-31r 1,V4' 1-11C 1-114* 14/4' 1 1-114' 141,r 1414" r 1-wal ACTUAL PRESSURE REQUIREMENT FOR THE Building Code I I-W %.iw --TA-Aahng 4 75-Mb,O.C./S%ndxd0rCffs8 Cffp(Fka•1Y. 390W 3000. 450 Ib- 1 890@( 16M t- ZTO Its 200165 354 lb. 1 740 W 374 M. 664 Its 946 1b, 341 Ib. 4J11b. 5004 OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Anchom @ 1.15"Min.O.C.I SUindind(xOffset)Cgp ft.2X 480@5 7006. WA NIA NIA WA 380 lb3 WA I WA WA NIA WA 682165 C685 10 MO lbs CAPACITY(FROM THE TABLE)OF THE SELECTED Explratla.Onto 05/2612021 4AhM @ r Nh1-0. /j2)215Ar,*aps4ft.4 7800. 7807- 1360 Ihs I L. 540 th. w W WA70 cor 74e Ms M Qs 189214511201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amh..G 0.45'MIn,C.C.I U-ap.inl-.125'Alum.(Ffq.41, WA WA WA WA NIA NIA WA WA WA NIA J-1-A ITA 715 b. CAPACITY WHICH MAY BE USED TO QUALIFY By 185105 195 a. 225 R. 445 lbs =2. 135105 140 1b. I ADDITIONAL ANCHOR OPTIONS FROM THE liluml-�PaWProduet Control 4 1b. 37024 18?T!_ =ft 473 In 170 JW 221 ft 280 Ibs 2An,hm @ 1.15" NIA WA MA WA "ft� . -71 1 ANCHOR CAPACITY TABLE MI,0,CJ F�Olp(FTO� -3��Ibl NIA NIA WA 1 3 442 Lbs 6601t. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGUREZ TABLE NOTES- 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LEN GTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: •M1111", 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2-760' OC HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO.58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREAT ED659. FIGURE 4: FIGURE 5,. FIGURE 6*. YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF A25• THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ATE 0 LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I"X 2.76*X.650*MULLION THE MATERIAL.#10ANCHORS INTO WOOD MAYBESTEEL,18-8S.S.OR410S.S. A. LER,P.E. FL P.E.#58705 TABLE 5A Mullion Capacity Table bsflt') a t,h le �FF Opotting Width(filrverflwI~spOrrung mullions)or Oponing Haight(for horizcn(a0}9pardM mullions) b 5 501. min 701. Sol. 801n 100 in 120 in 140 in 1601. u:� O Rec(algitar Tu4dTtlag- Rectmi9Wpr Tmprrd.g. Redanpdw Traprill-m. Reo-0- TrefJTden9• Reofangdar Tr.*Tdan9. Re.WgWer Trep7dmg. R. Oda Ttap/Tdang• RadanOular TraprTdang. Rec4ongidar TFep/Tdang. t- 1-x3.126"x Laadrg Lowing L.Adg Lpa'dnY t dmo 1:178 LpednO taadt'n9 Loading' Lcadrg Laadn9 Laadhr9 LeedNB Losing Load.9 Lc.&g La-ft [.aaoTng Q= uU�l .600"Alum ^ U U U u oe U U U ua u u U U Uy tiv u v U U U U u U U U U v N `� S, v Tubo Muff F z g� w Ma C p W 42 in 170.0 SW I 170.0 435 170.0 1/4 170.0 478 170.0 868 170.0 506 170.0 994 17x0 519 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 527 170.0 1735 170.0 521 154,4 1602 170.01 521 1 J 481n 170.0 1 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 wo 157.7 1577 170.0 Boo 1351 1517 170.0 680 118.2 1577 1700 880 w Cf) 50.6251. 170.0 747 170.0 683 170.0 096 170.0 631 170.0 1848 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 758 141.7 1496 170.0 756 121.5 1495 170.0 756 100.3 1495 170.0 756 W o F 54117 170.0 797 170.0 612 170.0 958 1700 891 170.0 lite 110.0 764 170.0 1275 170.0 803 168,1 1401 170.0 837 149.9 1401 170.0 858 124.8 1401 770.0 881 708.8 1401 170.0 1181 93.4 1401 170.0 861 22 0] C0 W 801n 1700 885 170.0 701 170.0 1083 170.0 797 15&5 1158 170.0 878 1367 1150 167.0 828 1233 1156 156.5 917 111.0 1156 1407 910 926 1158 144S 903 70.3 1158 144.5 803 69.4 1156 144.5 901 F CO ED 631, 170.0 870 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 BW 110,8 1048 141.7 548 100.5 1049 1320 838 175.9 1049 125.4 628 78.9 1049 119.3 820 684 1049 118.9 618 59.9 1049 118,8 619 Z '0111. 166.8 955 170.0 709 138.0 '955 141.3 804 L19.1 855 1337 788 1042 956 121.4 775 828 955 1129 785 83.4 855 1004 757 6e.5 855 999 748 69.8 855 88.7 766 521 BS 98.7 748 � Z W� m U 72&6 LL 8M 1349 697 107.0 1303 114.8 882 81.8 603 101.1 670 80.3 SM 912 SW 71.4 903 B30 649 642 803 789 642 535 833 722 632 459 003 69.8 '628 40.1 803 89,7 827 W 53 � �p 781. 109.2 721 114.1 629 91,0 721 87.0 618 7110 721 85.1 605 88.3 721 70.5 585 60.7 721 70.1 588 64.6 721 654 578 45.5 721 59.4 569 39.0 721 50.6 564 34.1 721 56.1 583 J o'Z "r 70h 101.0 864 1054 689 84.2 684 B9A $87 722 086 736 578 631 684 70.4 567 58.1 684 84.4 558 50,5 884 5@.B 551 424 664 54.7 641 38,1 684 51.3 538 31.8 884 50,8 534 Z zH 5 Q 0) BO i1 85.8 5U 117,9 456 54.8 514 67.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 328 614 373 421 27A 514 33.0 412 235 514 304 408 208 414 29.0 4M Q to Z C4 c0 r0 961. 64.2 452 $5.7 404 45.2 452 47,0 396 38.7 4S2 40.9 390 33.9 452 384 354 30,1 452 32.8 376 27,1 452 30,3 373 228 452 26.8 385 19A 452 24,2 359 16.11 452 22.8 355 0. L, XN Qo Wo 108 In 3111 357 30.9 322 31.7 357 327 317 272 357 28A 312 238 357 25.2 308 21.1 357 22,7 303 19.0 357 20.8 299 159 357 1B4O 293 13,8 357 78.2 287 11.1 357 15.8 283 c W N 111 N 351 338 35,8 308 282 938 301 3)1 250 338 26.1 286 21.0 338 231 292 194 338 208 288 17.5 336 19.0 284 148 338 185 278 125 338 14.8 273 17,0 338 13.8 268 ® o�j CO 1201. 27.7 2119 282 283 73.1 289 237 259 19.0 289 205 758 17.3 289 18.1 252 15.4 289 189 249 1J.9 289 14.9 216 11.8 289 128 210 8.B 289 11.4 238 5.7 289 10A 232 =O QEL Ea X TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: > Z m N AnchorCa Table bs) ' 3ub6IIale 274 Caxme 35K Cane. NWOW r)4U Red= FTWOW Mtlal (DP„)X ANCHOF2 CAP""°""°')=ANCHOR CAP.,,,, O = n �^ Al &79 h1co 1/4'aS Eco 51TISIo 114'SS Flco 010 Sled 012 S1.1 0125tW MULLION CAP.,,.,,,." Anchor Clip Palfcme Antlle lyp8 3/76•Elco UMMOn VI-.UBocan J�16'Elco 1111-on v4'Ek-1111raWn ui9uon Agg,.Gaar uprdcm A99MGdor SaleW(W)Su (G5) Scrae(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED Edge Dlsterce 0 1° 2-1/2- 1° 2•1117 94/8" 1' 2.17 V 2-vr 2' 111% 2' 0.48• 0.64' 0.326' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Embedmad n 13/4' 141v t3I4^ 1314• 2' 1.1/4' 1-v4° m/4' i-v r 1-1/4' 1-1/4' r 1-38" tare' ACTUAL PRESSURE REQUIREMENT FOR THE building Code 2Ancrr @4.75'BOno.C.r SteMadtromot Wp9lg.1Y 390Ns 300ee 450 ms 8900. 1644 Ing 210Ioe 2m103 954 W7401[4 374 ms 681It. Mala 341 Es 4420x, 6600. OPENING,WHEN R IS LOWER THAN THE MULLIONNOA-No. 17-0630.01 4 Arcbdm g 1.15"M10.D.c.f Stan�rd(r 011 W)Ctlp 079 2Y 480 Ne 700 m; WA WA NIA N/A sm ms N/A IIIc I1A WA WA S82M B851be 1173 0. CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4AMIMM@3-Mnt O.G/T4)215AIgle Cops/812.3Y 7m ms 7m 1.s 680IDs 15m 1e5 1896616 640Ds 560 lbs WA 76011. 7,118 bs Bm oa 1092 n. 6620: SOS ft n2915s MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnthoRQ0.4S'M1..0.0.IU471p5 a.125*AWm070dY N/A I NfA I WA NIA NIA I WA WA WA WA WA WA WA NA WA 1M3 Ws CAPACITY WHICH MAY BE USED TO QUALIFY BY 1Arcrnr/F�00$3 195106 1161176 2780. 4459. 8221M 1651.1 14088 1P Los 3701m 187 lbs 332101 413- 1700. 2271en 750I% ADDITIONAL ANCHOR OPTIONS FROM THE Miami-0� eProduct Con 2 AMr0a®1.18•h7n.O.CJF (Fig.6T 240Ib3 3501bi WA WA r1A WA 190 a. N1A WA NIA IIIA WA 9<i 1176 442 560106 ANCHOR CAPACITY TABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F^1,000"-1 FIGURE 1: FIGURE 2• TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING_ ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" ��vv Y LY FIGURE 3:F3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��� `��N• NN2J HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L6CEN8°F•.���� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '•,� No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FIl I Ff1 .500" L �• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED V f FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.126' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT f'X 3.125"X.5°MULUON O�•,- -��\ LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1"VF MULLION) %�s'•.;�C.... P.• ���� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,15-8 S.S.OR 410 S.S. iJ S/ """ r1G �NAt A./kYNNIMIILt, P.E. FL P.E.$5B705 TABLE6A Mullion Capacity Table(.sift) Opening Width(for vertically-sparring minion)or Opening Height(for hoAtAr9etly-spamling mL tas) 50 in s0 in 701n BO N 901n 1 W ii 120 N 140 N 160 In x O Re-"9dar TmplTdwg• pwetsf Aw Thep7dan9. Rect.ngufar Tmp/Matp. fectanguW Tre ng. Rectangular Trewmiang. Radalryuar TgVilisng. Rectngutar TmpnilunO• R.ct.7W* Tm0/OWng, Redangulu Tmp/01ang. Iq- t x4x.125 Lecddna leasing Lmdng testing Loadrry Los Lasting Lesdmg Loafing Lndng Leasing Loading Leedng loafing Lowing Loadmg Loosing Loader u Alum-Tuba � & '� �' '_ ' �' '., a �',. '.. '_ q �' €� a,. �' •€ '€ �',. o • .. _ FL s s s a It s� sus os a� o� �� s_€ a� �� ag sg o� s� B € e� € a s� �� s o s- .2 v •3g ¢g yy �$6 p 5 3y 3a c 7 9 2, 3 �J'� y$3�• Z od Sc d 5 da 32 dao s@n� �cK �cd mac. 6 �S ad �ca4 4K �d d 2c fide 3a E>;a' dG f'. 6a: Z� 4a� z mem U,i 42 in 170.1) BM 170.0 435 170,0 744 170.0 478 1740 868 170.01 506 170.0 992 ITO.01 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170,0 7488 170.0 521 1468 1488 170.0 521 121.8 1469 1700 521 W J X: In 481n 170.0 708 170.0 624 17D,0 650 170.0 68/ 170.0 942 170.0 630 170.0 1133 170.0 BBI 170.0 1275 170.0 6P 158,3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 me 5D.625 In 170.0 74T 170.0 6113 17D.0 698 170.0Gil 170.0 1048 170.0 664 170.0 1195 170.0 723 156.1 1275 170.0 747 140.5 1275 170.0 756 117.7 1235 170.0 766 100,4 1215 170,0 758 87.8 1276 170.0 768 o F=-• 64 In 170A 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 764 154A 1158 17QD 803 1372 1158 170.0 637 123.6 1156 1740 958 1029 1158 170.0 861 802 1158 170.0 861 P.2 1168 17010 681 m C fn fiD In 170.0 885 170.0 701 168.7 1042 170.0 797 1429 1042 161.1 672 125.4 1042 1467 B15 1112 1042 136.8 801 100,0 1062 130.2 7B1 87.4 1042 125.1 702 719 1012 126.1 782 !�5 1042 1251 782 F- Z 831n 17010 930 170.0 745 151,2 992 163.6 818 1294 092 144A 799 113.4 992 131.0 762 100.8 992 121.4 768 90.7 992 114.8 758 75.9 991 108.4 745 64.6 992 108.0 744 •587 992 1080 744 _ () Q 681n 16510 947 170.0 769 137.5 947 146.0 760 718.1 947 130.3 768 103.4 947 117.7 752 919 947 108.7 738 827 947 1022 727 68,9 947 95.1 713 59.1 947 B4.0 711 51.7 947 944 711 Z z U)z m 2 C 72117 t67.3476 1427 737 1133 849 121.6 722 07.0 849 1069 700 84.8 &9 96.4 698 766 819 88.7 606 87,9 849. 82] 675 56,It 049' 75.3 fi59 40.5 B49 725 652 126 849 724 651 W d @. ' 0 761n 120.7 665 86.3 762 1026 652 4L6 762 90.0 640 722 762 60.9 629 64.2 762 14.2 620 57.8 762 68Z 613 48.1 762 62.8 602 41.3 762 59.9 597 001 762 6910 695 J fn O a:Z ur J 78 In 111.4 634 09.0 724 94.0 621 76.3 724 82.0 600 666 7710 74.4 599 69.1 724 68.1 591 5310 724 63.4 6B3 Mb 724 67.3 577 3B2 TDI 74.3 567 33.4 726 57.5 565 f¢,• BO In 71.a 483 68.0 643 60.7 474 40.7 547 62.9 466 43.6 613 47.1 456r38. 643 426 452 34.8 543 395 446 290 641 34.9 436 24.6 643 321 430 21.7 543 30.7 426 �Z1- Q 2 Z N r 961. 589 427 47.6 478 49.7 419 40.9 478 432 412 35.8 470 36.5 408 478 344 400 287 478 320 399 23.9 478 23.1 388 20.5 478 25.6 380 179 478 1103 976 a Na0 tip 108In 41.1 341 33.5 3P 34.6 375 28A 3P 30.0 330 252 3P 26.6 325 3P 24.0 121 7111 1P 720 117 768 3P 19.0 310 1410 3P 17.1 304117 fn 37.8 317 30.9 357 31.8 318 26.8 357 Z7.5 313 231 357 24.4 309 357 220 305 18.5 357 20.1 301 15.4 357 17.4 294 N WX12D In 29.8 279 24.5 309 29.1 274 21.0 308 21.7 270 18.3 1D6 102 267 306 17.3 163 FL X 144 In 17.0 212 173 196 C) ¢ r Z O 0 0. m O s0 TABLE 6B ANCHOR CAPACITY ADJUTMENT FORMULA: V � Oma. Anchor Ca d Table Ibs 9ubs0ate: 27k Con.rde 3.5k Cline. )tdlowCMU Filled CMU P7 Wood McWI (DP_)X/ANCHOR CAP.s,,,...,•)=ANCHOR CAP.,„ � m -' 5116-Elsa -1 Its Eke 5116.Ek. 19"Wilko A100tsel #120L-1 6126rea1 \MULLION CAP.,,,,,,,,, PRODUCT REVISED Anchmrype: 9N6°El.oUoacan 114'EfcoDlOacm N270M. oUNacon 1/4°EkoUteacnn ( ) (os1 3-(GS) USE THIS FORMULA TO OBTAIN THE Anchor CBp PattOMG UltmoM A=reCEI UCaoen A .Gator Screw GS screw 34raW as cornplYtng with the Florida Edge Dist-fare 1° 2-1R' t• 2-1/r 3-116• 2-IW 1• 2417° r 3-118- Y 0.48• 0.54• 0,324• CAPACITY REQUIRED-CORRESPONDING TO AN Building Code Embadrent Mk 13/4• 1.314• 1-314" I-aw 7 1-114' 1-1/4° 1-IM' 1-U4° 1-1/< 7 13/0' 13x8' Zara ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 AnchomQ4.75`MIa O.C./standard or Offset Clp(FI9.1821: NO les 39D 14e 450lba 890 Use 1644 1o. 280Ibe 354 n. 7401be 374115 664165 94616. 34116s 4421bs fiWlbe OPENING,WHEN IT IS LOWERTHANTHE MUWON ExpiraH00 Dato 05/26/2021 4 Annon 022E MM.O.C.I 6Wndod(or Offset)CUP(FV.3}. 70010; 700 lbs 580 lbs 141016s 9521be5601be WA 630 me WA 8801ba WA 682Ibs B85 Use 1120Ib CAPACITY(FROM THE TABLE)OF THE SELECTEDI aWndad(ar OOsal)CUP(Rg.4k 9001bs 140010s WA WA WA760 We WA WA WA WA WA 136314, /7700. 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR4Anclom®V U.h O.Q/(2)215 A.51.CUs I Fg.5j 780 M e 780100 880 ms 1580 ms ISM Use 66011. WA 7601be 748lbs ego lbs 18B2Ibs 682 Use 885163 11201bS CAPACfTYWHICH MAY BE USEDTO QUALIFY Miamt .pro uct Contra8Anclor,®3•Nin O.C.1 R)2r5 Angle CUs I ft.6)• 11701be 1770169 1020169 2340Ibs 28441)5 84016. NW 1749., IIMUs 1320 Vu 28160. 1022 US 132705 ifi80los ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchom®0.45-MIn.O.C.IU-Cip,Into•125'Alum.(Fig.7): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA 1430 MS' ANCHOR CAPACITY TABLE 2Andmm a 225•Min.O.CJ F42q X19.87. 3501,3 950 Ibe 200 Ws TOS lbs 47e le. WA 280163 WA 315Iba N/A 440 ma WA 341 Ibs 4421bs ew lbs 4Anchom 0 1.15•Mla O.CJ F-CVP(Rg.9k 48011,3 70016, WA NIA WA WA 380143 WA WA N!A WA I WA 1 692 ft 895 Me 1120103 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000• �-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURES; FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION N LOADING.SEE • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t7 77 Y o LNN • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •t�'�'0iceNSF��4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' = Z TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW _*; No.58705 FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ •• *_ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %�•'•. b 4' 17�':(u • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW ,125• �Q `n'•, S ATE F !V` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125°THICK STEEL F '•.A40RIDA.•-• STUDS MINIMUM THICK ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. ANDCA36.ALL A HORS INTO META SHALL�EXTEND AT )T LFA T 3SCREW THREADS BEYOND YOND HE MATERIAL#1OIBK 'ONAL Ie G 1°X4^x.125* A.LiI*a MILLS ,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A a � Mullion Capacity Table Ibsilfe) TT•• i Opening WiidthPr%ellce0yspaming mtltions)or Opening Helght(for hori2onallyspanrtrg mulllons) G! c 60In 60 N 701n 80 N 9D N 1o01n IM in 1401. 160 N r Reetan9War 7rapr dwo. Reaunsulm Tmprtteng. RectenpAar T,.Wdan9. [17 ngdm TraplT0an9. Recton9ula TraplTnang. R.c getnr Tatprrd.M. Ree1.ngWa InV71deng. Reclnng 1. Tmprrdmp. RedwgLlm Tnprrdang, 1 X 4 x.375 L..dng L03dng Leadng Leading Leed'00 L�dngdng twdr79 lnadna Loafing Loading Laadn9 Loadrg Loodhg Loafing Loodn9 Lending Loadng .°'. Alum.cube r r E r r r �•_ r r_ Will yx € ya 1s5 5$ � g9gp s t�S 5� ll `� (n` LU Z421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 5w 992 170.0 519 170.0 1115 1TD.0 521 170,0 1240 170.0 521 170.0 14W 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 yj =481. 170.0 708 nae 524 170.0 950 170.0 564 170.0 992 170.0 630 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 B90 170.0 1-700 170.0 660 170.0 1993 170.0 ego 15th 2024 nae 69050.8251. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1096 170.0 684 1195 170.0 723 170.0 1345 170.0 747 170.0 1454 170.0 766 170,0 1703 170.1) 755 156.0 1918 170.0 756 136.5 1819 170.0 756 r � O:541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 1275 170.0 903 170,0 1434 170.0 837 170.0 1594 170.0 858 158.9 1749 170.0 861 137.1 1799 170.0 061 120.0 1789 170.0 861Ft m O 601n 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 876 1417 170.0 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 128.6 1619 1740 1063 111.0 1819 770.0 1083[227.8 2 1818 1711.0 1063 -1 UP W6710 170.0 930 170.0 749 170.0 1118 170.0 850 170.0 1302 770.0 840 1408 170.0 1016 186,7 1542 170.0 7076 M1,0 1542 170.0 1122 117,5 1642 168.5 1158 100.7 1542 167.9 11071 1812 187.9 1157fa fi61n 170.0 654 1790 789 170.0 1169 MIA 003 170.0 1364 170.0 1D02 1472 170.0 1086 1428 1472 165.8 1148 128.5 1472 15&6 1131) iD7.1 1472 147.5 1108 91.6 1472 146.0 11043 1472 146.0 1104 Z z �ie m = m721n 170.0 1063 170.0 .878 170.0 1279 170.0 1009. 150.8 1320 1662 1101 7320 1120 M9.6 1062 117.3 1320 177.8 1066 105.6 1320 129.8 10.19 BBA 1320 717.0 7024 75.4 1320 113.8 10130 1]20 1125 1012 f UJI � Z J 761n 170.0 1122 170.0 657 149.6 1184 159.4 1013 128.2 1194 139.9 984 1122 1184 125.7 978 99.7 1184 115.3 9S4 89,8 1164 107.5 B52 74.8 1164 87.6 935 50.1 1184 93.1 927 1104 923 025 D'C N ti 78 N 166.1 1124 170.0 967 138.4 1124 117.0 865 118.6 1124 128.6 947 1016 1124 115.6 931 92] 1724 103.8 916 67.0 1124 88.5 906 692 1124 99.0 890 59,3 1124 81.3 8819 7124 912 878 90 In 108.1r_- 1115 750 90.1 844 94.3 736 77,2 844 821 724 67.6 844 73.3 712 60.1 844 68.5 702 64.0 644 61.4 693 45.0 844 54.2 678 38.6 844 50.0 6688 844 47.7 662 ? Z 961n 89.1 742 915 663 74.2 742 77.2 652 63,6 742 07.2 841 65.7 742 59.8 931 49.5 742 64.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 38.0 690 742 37.6 664za yto1081. 626 556 619 630 52.1 688 63.8 621 44.7 588 49.6 513 39.1 686 41.4 509 34.8 588 37.3 498 31,3 586 342 492 20.1 588 29.6 461 22.3 568 20.8 4726 688 14.7 466 Tnm ur44In 575 55568.6 503 48.0 555 445 495 412555429 487 36.0 655 30.0 460 320 1,511 34.2 477 26.8 655 31.3 467 24.0 655 Z7.1 {57 Z0.6 555 24.3 448 379 22.4 442N �( mIn 35.6 475 48.4 433 38.0 475 39.0 426 326 475 73,7 420 28.5 475 29.8 414 25.3 475 248 409 226 475 24.5 404 19.0 475 21.1 395 16.3 475 ia7 387 475 17.2 381 ® F 1n 144 N 28.4 -!i 330 29.7 220 330 224 301 18.9 330 19.3 297 16.5 330 17.0 293 2 x EL Zmm TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �_ Anchor CapaM Table abs) ANCHOR CAP.,,,,,,,,, 8 0 �w 579ctata 27k Concrete 15k Dam. H.U-CMU Filed C= PT Wean Metal (OP"„)X( )=ANCHORCAP„„ h 5/16'Eko 114'55 Eft 5116' ft 1/4'69 Eko TOS M26ted 0112 Steel MU LL ION C'P.,m,,,,,,, AnchorTypo: 3/19-Eloo Ultraoan 1/{'Elm Wlmoon 3119'000 Ull-n 1/{'Elco Ulbeec0 PRODUCT REVISED Anchor Clip Patterns UI09om Agg.Gabor Ullncon Aggreoalar Scow(GS)S.-(G6) Scmw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eomplying with the Florida Edo.D.W-(1.y 1" 2-12I' 2-1re 3.1/9' 1' 2-1@" 1• &12" 2' 3.119' 2' 0.48" 0.54' 0.374° CAPACITY REQUIRED"CORRESPONDING TO AN Bu1lding Cade Emtad.eni M7 1314' 13x4' '114- 1y4' Z' 1-114" 1-114" 1-1/4° 1-1/4' 1.1/4' 1-114' 2" 73Ie' 1-7/8- 10710. ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2 Anchoo®4.75 MN.O.C./StandaN W 015el Clip(1`19-1&27 3DO lbs 390 Ou 450 Its 99-0 Its 1644 Itis 270 lbs 290159 354 les 7409. 37415. -864 Its 940lba 341 lbs 4421b3 5600. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.M.®22Y Min.O.C./StaWad(er Oftel)Clip FW.37 7D)[be 700 9a 580 ma 1410 Me 952 ms NIA 563 lb, NIA 930 Bu WA 680 Ibs WA 692 9. 6851W 11201,8 CAPACITY(FROM THE TABLE)OF THE SELECTED E7epi-ti--Date 05/26/2021 IlMeh- 1.15"Min.O.C.I Stmded(or Oftel)Clip(Flo.4T 960[be `1400 lbs WA WA WA WA 780164 WA WA WA WA WA 1363 ms 1770 lbs 224098 MULLION.IT WILL YIELD A MINIMUM ANCHOR By 4Amh-a3-Nn.0.4/(2)ID15 Aegla CUP./(Fig.5Y 78011. 79a 0m 6809. 1560 ib. 18981bt 340 ms 9fio Ou WA 7601ba 748 lbe 8801M 189211,0 69211,. 89511,. 1120918 CAPACITY WHICH MAY BE USED TO QUALIFY Mlom .Product Control B Anchors 03'lAn.O.C.I M 215 Arpla Clips 1(FIO.Or 1170lba 1170 ib. 10M lbs 2340Its 29441bs 910 ma 840 Om WA 114099 11229s I=lbs 2865 ma 1022169 13219s 1680 Its ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ancram C OAS Min.O.C,/U Mp,NLo.125"AWm.(FIs.R WA WA WA WA WA WA WA WA WA WA NIA WA WA N/A 143088 ANCHOR CAPACITY TABLE. 2 Aa.lmn®228 h11n,O,CI F•Gip(Fp.ek 3509. 35099 2909s 705lb. 47699 WA 280 IN WA 3139. WA 440 ibs WA 34199 442[be 56099 , 4 Anchor®1.15 Min.O,C/r-Clip(Fto.ep 4BO lbs 765 9s WA WA NIA WA 380 Its WA WA WA NIA WA 632 lbs e551bs 112011,3 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -'•1 1.062' I-'- -j 1.000' r-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8; FIGURE 9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� NY LYNN • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE PC1,•'• CICENSF•.,(�� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" am, 4.000" .� SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _=1k No•`,78705 FIGURE b: FIGURE 6: FIGURE7: - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -U • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE •'. PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SATE F •� • • • • T 6063-T5 AND BE A MINIMUM OF.125"THICK-STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046" ° 376' ���s1•'•:c��RIDP•.•'' THICK(18 GAUGE),STRUCTURAL STEEL 70 BEAT LEAST.125 THICK AND 436.ALL ANCHORS � i/S/ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,#10 1"X 4'X.375' 1 1'X 4•X,375' 7//oNAL E 11� ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .,.MULLION MULLION A.LYNN b4V4h&i3,P.E. FL P.E,#5B705 TABLE 8A ® N Mullion Capacity Table QbsW A Opening Width(ibrvan8raiy-spanning mt0olts)or Oponing Height(for hodmntaly-spaMring mullions) 8 M 6 a 601. 60 in 701n 80 In 901. 10010 f201n 1101n 160 in 0 125"x RaeMntBdar Tap/lIbm Rec pf,r, T.Prrdaig. Rectmgulor T.Marg. Recmngufer TaplTda.9. Redanvar Trap/nlang. RedwWu Tmprrdang. R.%n9dar Tvp/Tdmg. Rectanuula Tnp/7dan0. Rectwgular Tmpmang. .. Leadn9 Leadng IaOdng leadn9 toed<rrg Loading L-&0 loadn9 1046.0 LoadnA Loading lmdn9 LOedrg LoadnB Leading Leafing Loafing LOadGg 3.188'x .265"Alum ',�S.. 3-_ £ $ %' '_ 2• 2• ,f:' t B c� $p$ ?' !'"' & .£ 3 t �c• 2 ,6.. a Tube Mull a$ & v6 U 20 d`ad �� drc d �� as ��. �rc �� $e� € nr E has s� a¢ sem. �o: spa �Bnr �$ a� �� >�e :arc ��. Vie. �� ¢ LU Z W. O 42F 170.0 620 170.0 435 170.0 7N 170.0 478 170.0 888 170.0 508 170.0 992 170.0 518 170.0 1116 170.0 521 170- 1240 170.0 621 170.0 1498 170.0 621 170.0 1735 170.0 521 151.6 1769 170.0 621 m J 48 M 170.0 706 170,0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170- 1275 170.0 677 170,0 1417 170.0 680 INA 1518 170.0 680 1327 1940 170.0 680 118,1 1548 170.0 680 � J 1n N 60.625E 17D.0 747 170.0 563 170.0 896 170.0 631 170.0 1066 170.0 6114 170.0 1195 170.0 723 1740 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 758 M rZ W C)Of° r 64 F 170.0 797 170- 612 170.0 g5e 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 637 1458 1376 470.0 856 122.3 1376 170.0 961 104.8 1376 170.0 gal 01.7 1376 170.0 881 Ex 17] 11 C> (q W F 170.0 885 170.0 701 170.0 1053 170.0 7W 168.0 1158 170.0 070 139.0, 1158 167.4 830 123.6 1166 156.8 919 1112 1153 150.0 812 92,7 1158 1449 805 79.4 1158 144.8 905 69.5 1158 144.a 9D5 (�. W 10 (00 Wry 61 In 170.0 930 170.0 743 160.1 1051 1790 SW 137.2 1051 1559 462 120.1 1051 142.0 848 106.7 la51 1323 837 091 1051 18.7 33D 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 921 Ci coCL z Q 66F 167,1 867 17x.0 789 138,3 967 151.6 BOS 110.6 957 134.0t7104.4 957 121.fi 771 92.0 957 112,8 767 816 957 108.8 759 69.6 957 100.0 750 60.7 057 98.8 749 52.2 057 88.9 748 z J o m eU 71F 1?8.7 804 1342 698 107.3 801 1152 fiB4 81.9 904 101.34 004 91.4 660 715 804 04.1 650 66.4 Bp4 78,8 643 57.8 404 723 833 46- 1104 699 629 40.2 804 68.8 628 - Q r o rcZ w 76 M 109.4 722 114.4 630 912 722 972 618 782 722 66.34 722 76.7 596 60,9 727 793 Sae 54.7 722 65.5 580 45.0 722 69.5 570 39.1 722 56.7 565 342 722 682 664 I- J 101.2 685 105.8 600 e4.4 085 88.9 088 723 685 78.53 685 70.5 560 66.2 ON 84.5 560 50.6 685 60.1 653 422 685 64.3 543 362 695 51,4 537 31.6 685 50.7 SagOO M 65.9 615 08.0 457 54.8 515 57.5 449 47.1 515 50.12 515 44.7 434 36.6 515 40.6 428 33.0 618 37.4 422 27.6 515 311 413 23.5 515 305 407 20.8 515 29.1 404 QXZN96F64.3 457 55.4 404 45.3 433 47.1 397 30.8 453 41.09 453 36.4 385 302 453 33.0 379 772 49 30.4 376 228 453 25fi 366 18.4 453 24.3 380 17.0 453 228 356 c. 1081n 391 356 39.0 323 31.8 358 325 318 27.2 359 2548 358 252 305 212 359 227 304 19.1 359 =8 3001S93581902g3Lu MIll In 35.1 338 35.8 306 28.3 338 30.1 3D1 25.1 338 28,1 338 232 293 19.6 336 20.9 289 17.6 338 19.1 285 nx X Y Y 120 M 27.8 290 28.3 264 232 2B0 23,0 260 19.8 290 20.6 258 17.4 280 182 253 154 290 16.4 249 F U N Q 144 F 18.1 2111 18.3 186 - C7 d c< Z TABLE 88 - ANCHOR CAPACITY ADJUSTMENT FORMULA: p ..� @�4z0 An hr Capacity Table(lbs) / O a 101 Sut.tr4la 27K oxcme 36B CD.c. Hcc-CMU F18e0CMU PT Wmd Mda1 (DF"°')X\ANCHOR CAP.,,o,,,",`_ANCHORCAR_ o w °� 911"Ello Vq"SSEIdo 916.6110 1/r-FE. 1/10 St 9 .2 1w A1291�1 `MULLIONCAP.,,o,,,,,,J PRODUCT REVISED An1Mr7}'pe 2,16-icounrsm va-Eto unrazan s96•Elcourtrxm v4°EkoulOacon AnehorClip P2tfem6 unmc0n AggraGaor utrum AggreOan sceaa(tS)scner(Gad 81rea(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as eampsying with the Florida Edge00.meMJ 1^ 2-VZ 1' &V7 31/r r 2-v2' 1' 2-v2 21 3-111r2• 0.46^ 0.54• 0.321 CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embconelt n 14/4• tsrr 15x4• 1a1r Y 1-1/4" 1-vr 1.114• 1-vr 1414' 1-ve 2' 1-619' 1314 vales ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2An0ro3 Q475 Mit O.G l Slmd=KOOtel UP fa I} 390 IDS 390120 450 lbs 890 is 1644IDS 270 D3 220 D. W4W 7401Ds 374 IDS E64 IDS 946 Da 341 ms 4421ba 560 u. OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 0512612021 4Archos N 1.15'Min O.G I Stand=(d a'Nel)COP Big TJ. 480 IDS 7001M NIA WA IA NIA N310 03 MIA WA NIA WA WA 682 ft B85 Us 112 irss CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcro3 M9'MM.O.C.1(2)216 Angle CSps/(11.4 780 Do 76086 680811 ism Es 12060)9 540 no 6600. WA 760120 748 Ms BMW 1892 ma 682 Des 8115 lbs I=Its MULLION.IT WILLYIELD A MINIMUM ANCHOR By dArcron®0.45'MM.O.C./u47ip,Ddo.12PAWm.O'I94J NIA WA WA WA WANIA WA NIA WA N/A WAWA NIA WA I=It. CAPACITY WHICH MAY BE USED TO QUALIFY Mlaml-0ad roduct Contral _ IAM W/FCIIP 099.8 19593 IDS Is rams 44520- B221m 13503 140 is /77IDS 3701bs 197Ibs 9RIds 4730. 170 IDS 221 us 2801¢1 ADDITIONAL ANCHOR OPTIONS FROM THE 2 An1roIS 01.16'Mln O.CJ F-010 6T 240 W 350 IDS NIA WA NIA NIA 1202. NIA NIA WA WA WA 34i w 442 D. 520 IDS ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ' FIGURE 1: FIGURE 2: TABLE NOTES ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 111111 I 1 1 I/1jII 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `��`JPO.•..,••..., 'r'/�'�i� FIGURE 3: 3.188" _� UCENSF•.•(( ANGLE 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS S No.58705 0 ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - GROUr-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �Q . FIGURE 4: FIGURES: FIGURES: ATE BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %'� 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND s '•F�OR__IOP,.•'G��� .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X 3.188"X 266'MULLION �iJ t9. NAL O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-114'VF MULLION) JIJ7j711111` #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 t I TABLE 9A Muffle.Capecit,Table Ibalfe) Opening Width(forvedlnatly-spenfdrig mWtion9)a Opening Height(for hodzontallyspanning nndfiom) 60N will 701. Bob 8.1. 1 120b t4ob ISO � a 1.21%3.25 RcIN01.1 TbIPM.W. R,.I.V1 P hopfTda,g. R.W 4far Tmp'Tda,tg. Reotsngular ToprM... Rml.npuW T.plTdOnp. R,.ronpular Tr.PO76ft R.ctanputar Tmpfllfon. Raolen0ular Tmp4Tdm. Rs4l.ngdor Tmplydeng. %.400 10n dv Lwdme twdnB Loadiap Load4,gg8, Ls.dln8 Lo.dht Lo�NB lcednp Ag LaatlNO L_.a Coed5'a Lxopo Lo.e9n0 ffmrh,p L,adl.p t.adNp LoedNpg Q>4 Atu.L 7.boT1111 tl � d` �' U 0� �' tl B TO NAl Mu9T. mIon 1 11 4111 42 In 1)0,0 820 170,0 435 170.0 744 770.0 478 170.0 888 770.0 505 IlMo 482 Trap $to 170.0 1116 170.0 621 753.3 1116 170-7 521 127,7 lift 1740 621 109.5 tit8 f7Qo 521 a&$ 11tH 570.0 621 LC fry ? W 481. 170,0 708 170,0 624 170.0 850 170,0 684 167.6 078 110,0 630 140.7 876 170.0 061 130.4 978 170.0 877 117.3 478 170.0 809 87.8 878 170.0 680 83.8 970 170,0 SW 713 976 170.0 000 W 50.626 N 170,0 747 170.0 583 170,0 890 170,0 am 550.7 827 170,0 804 t31.9 027 1085 708 117.2 827 159.1 809 105.6 427 166.3 698 87.9 027 76&3 695 73.4 927 168.3 695 65.8 927 156.3 686 K ky s Ct) 64N 170.0 707 1704 812 164.5 6@4 770.0 091 1325 884 163.8 883 lia9 869 147.8 688 SOJA 869 134.0 BBO 827 889 129.8 954 77.3 869 128.8 est 68.2 860 1289 8S2 57,9 BHB 1288 862 w O q 601. 143.2 746 163.8 634 119.4 746 1323 e20 101.3 746 117.8 WB 80.6 740 107.0 699 78.6 746 101.0 592 71.6 746 98.6 587 50.7 746 83.3 683 51.2 746 03.3 563F7.1 83,3 683 a t!) M Cr) § 03b 123.7 '877 132.0 570 103.1 877 1132 688 88; 077 1004 655 17.3 677 BTA 648 Bel 677 832 034 61.9 077 81.0 634 51.8 677 77.0 528 44.2 677 76.7 620 Ia7 620 � � U LO w 661. 107.6 SO 114.1 630 89.7 617 WA 619 78.8 011 80,3 600 61.3 017 78.3 600 69.8 817 726 494 53S 017 68.7 480 44.8 817 84.4 483 38.4 817 63,1 402 03,7 492 ry it4 "Z C MN 829 610 87.1 450 607 fire 74.2 140 693 618 06.2 432 bt.e 118 56.8 428 Ae.9 518 6d2 dt9 ;1.4 S{8 bpi ;t4 3A.6 518 46.8 d08 29.8 618 d5.a d05 Aa0 d0515 76b 709 465 797 406 547 GBS 82,8 398 60.3 486 94.9 390 44.1 405 49A 3a4 39.2 465- 45.3 378 36.2 405 AM 374 29.4 465 383 387 26,2 465 38.5 284 342 383J781. 662 441 KA 387 543 441 57.7 979 48,6 441 6a9 372 409 441 46.4 366 382 441 41.6 360 326441 36.7 358 272 ddi 3d.e 348 23.J Adi 33,1 348 327 346 JVZ64 N A2.4 3M d3A 2BS 304 392 37.0 209 90.3 332 323 284 28.5 3J2 I89 280 23.0 992 28.1 276 213 332 24.1 272 17.7 332 213 28@ l8.2 312 19,8 262 tar 260 a ffyQ...,,, Q �-• Y BBN 35.0 281 95,8 280 20.1 281 90A 258 25,0 207 2a4 252 21.8 191 23S 248 i9A 291 21.3 244 17.6 281 11.5 245 148 291 17.1 238 12.5 291 16,8 232 Z O Q 1081 24,8 230 2b.i 208 20.5 230 21.1 205 57,5 230 143 201 45A 230 f82 198 X Z Q III In 12.8 218 23.1 197 tap 210 10A 104 10.2 218 189 101 14.1 218 14.0 !W a (n N 120h 17.8 t87 18.2 170 14.9 187 15,3 187 - N W OS p m (z4Q ry Q p O TABLE 90. Anchor Ca ac(tyTable s ANCHOR CAPACITY ADJUSTMENT FORMULA: pp � mamT 98b.lm1e: 27k con4role 3.5k C". NoBon tMU FOfed CMU PT Wood Mehl ANCHOR CAP. U �Dp)X{ )-ANCHOR CAP.,,,,, 'o 6N6•Ekm 114'S80-5l}8'11ao v4.59Eko etosl,a dtl5a•44 nu&ted MUWONCAP. PRODUCT REVISED ArmtrotTyfe; 3116'Elco Ultmevn 714•Eke t8traoo. 3758"rdcp 1,091313-. Ud"Eic,Uiirecan (G5)SemW(G) SoreW(G5t i Anchor Clip Pattalne tOtmocn A9BmG4ta td0ItW Adarel3atar screw USE THIS FORMULA 74 OBTAIN THE"ANCHOR os complyy!.g with the Florida Elbe oumm:e 5•}: t• 2-v2• 1• x112^ 3-tre• r 2-v2• t^ 2•trr 2' 3-176' 2 n.ae^ 0,54• 0324^ CAPACITY REOUIRED"CORRESPONDING TO AN Building Coo10 Embadment(b); 1.944• 1-814• 1.94• 1.314• 2* 11.14' i-v4• t-tw Mw t-tte t-174' 21 1.37a• 7.310' 113111. ACTUAL PRESSURE REQUIREMENT FOR THE HOA-No. 17-0630.01 2Ari.hom a 4.76'Min.O.C.!atendard or OBsot alp(Fig,77 390 It. 390 b, 450 6s 890 lbs 1644 Its 270 lbs 280148 354[in 740 I8. 374 1b. 664 be 94616, 341 roc 442 lbs 51301. OPENING,WHEN R IS LOWER THAN THE MULLION expiration Date 5!26!2021 4 Anchem @ MW MIn O.C./StaWard(OrOih.t)CUP(Ft.2k 4801. TW U. WA WA NIA WA 380 ba NIA NTA NTA WA WA 682 It. 885 Its 1120 6- CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An.B.rs tR 3•Mia O.0-4(2)215 Angle pipe I(Fla.3Y 780 b. 7601b3 880 ba 1560 ba 1896Its 6406, 560 be WA 760 Lbs 74016. Beo Ito 16921, 662 bs 8851bs 1120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR By k/ 3Antcmts®0.54•M8L 0.0.IUA2ip,1fo.ICT Akan,(Ff;.4S WA WA WA WA WA WA WA MA NIA NIA WA WA NIA WA eS9 iba CAPACITY WHICH MAY B£USED TO QUALIFY MiamM Produet Con ca t Anchor/F4]1p(FIO.4 1056- 195180 223 bs 445 N. 8226, 1351. 14011, 1T7 Its 37010.. 187180 93218. 4731p5 17010, 22118, 78016- ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amtmrs G 1.17 Min.O.CJ F-00(Fig.4 2401. 350 OIs WA NIA WA WA 19011- N!A NIA WA NTA WA 3416- 442lb-- 580 Lbs ANCHOR CAPACITY TABLE. FIGURE I: FIGURE 2: TABLE NOTES: - 1.250• }'--L260"�••I SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION I I ® ` ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y t i i I i 777 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE ��`� L}NY..YNN ,'f1�( ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.260" 3.260• • �(CENSF ',�% SHOWN ON SHEETS 24-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, •. '• •.tr„�%r • CLIP MUST _ No.58705 BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL �TEF BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BEFIGURE4: FIGUR£b: FIGURE e: 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND '•,04W THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125"THICK AND A36.ALL ,100' 100" '\ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,25'X 326"X.100" 1.25"X 3.27 X.1013^ s+•' • #10&ti12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 410 S.S. MULLION FOR MULLION FOR f'i,10fNAL oto%k • FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN�IIfLL�Fi,1RE, FL P.E.B 68705 k TABLE 10A Mullion Capacity Table 010.0) ,x, Opening Wdib(furval8calyspamung mi ftoas)crOpening Haight(ferhadzONalyspanlfmg mtd6ots) SO In Coln 70 N I 80 in I so In 100 in 120 In 1401. Mob ;y 0 0 '126%326 Reoungatar TrapMbng. ROeterlprdar Tmp/rdeng. Rectangular Tnp'Tdang. RoetengulaI TuplU ng. Redengvlsr Trapfrdong. Roemnguhr Trvp/r1i o. Rxivngular Tnp?rin a. ReeuaOuler Tmprrriana Reet.gul.r Trailorg. a X.824 Loading Loading boding Loaoing Laedln8 Laeding Loadfi9 Loo6nB lovCnp Loading Loadhg Loading LoedNg Loedin9 Lvvding Loading Loading Laeding oZe Ai -Tube Tm • 'rJ .S . � .�� . a .S� .,.. .m Mullionaa� o !a n o . = �- WUUU �.u" ue v u° u v u� o v u o o S9 rra v v & o v u u va 5 U s _� E0, a g€ f' $'= g i s -5 3S �_ <� .6 _ z _ % 5 =fid �> e a $� 0 4n v x 5. Y€ E� E� �rc f� a`2 2 8rc 1� -k z' a`e �s 'k E� k �� ZE �� f� �� �� 3.o Eo f .2. 2'€ d`& 2 ¢`� z� as 5 Z W W 0 421n 170.0 620 170.0 435[170.0 744 170.0 ATB 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 17D.0 621 170.0 1480 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521 _ 0 48 In 170.0 708 170,0 624 860 770.0 684 770.0 991 170.0 630 110.0 1137 170.0 661 170.0 1276 170.0 877 1704 1417 170.0 680 170.0 1700 170.0 E80 169.7 1979 170.0 680 148,6 1979 170.0 680 50.6761. 170.0 747 170.0 663 896 170.0 691 170.0 1040 170.0 6114 170.0 1195 170.0 723 170.0 1345 170.0 7dT 170.0 1494 1704 766 770.0 1793 170.0 766 1526 1877 170.0 766 121.6 1877 170.0 756 S $ H 641n 170.0 797 170.0 012 956 170.0 691 170.0 1116 176.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156A 1758 170.0 661 134.1 1768 170.0 061 117.3 1759 170.0 081 (7 LU O (n 601n 170.0 686 170.0 701 1063 170.0 797 170.0 1240 170.0 67a 170.0 1417 170.0 044 161.1 1611 170.0 926 145.0 1511 1701 1073 120.11 1511 17.0 10tH tOJ.B 1511 170.0 1063 90.6 1511 170.0 1063 I=-' U LU 83 in 170.0 410 170.0 745 1118 770.0 050 170A 1302 170.0 940 15&6 1770 170.0 1016 1382 1770 170.0 1076 125.7 1370 164.0 1082 104.4 1310 155.9 1072 89.6 1370 155.7 1070 78.3 1370 165.3 1070 UJ za661n110.0974170.0 769 1169 170.0 903 165.6 1248 170.0 1002 1361 1248 168.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 123.0 976 68.1 1240 129.0 976 S 0)d m Z z 721. 1628 1049 170.0 818 1049 150.2 092 119.9 1049 1321 816 104.9 1048 119.1 860r27.6 1049 109.7 810 83.9 1019 1027 1198 fi49 1049 94.3 8710 69.9 1049 91.2 1110 524 1009 91.7 82076 in 1427 841 149.1 822 941 1268 805 101.9 941 1112 791 09.2 941 100.0 7R 941 91.7 766 VA 941 05A 767 69.6 11/1 77.6 744 S1.0 941 74.0 737 41.6 941 73.3 736 _.1 �Z781. 132.0 094 f3T.fi 183 894 1108 7fiT 81.3 044 1024 753 02.6 094 91.9 740 B9q 84.1 730 66.0 694 70.3 711 SSA 894 10.7 707 47.1 094 87.0 701 47.9 894 60.1 6911 > Q f` 991n 85.9 671 88.7 696 71.6 671 74.9 596 61A 671 65.3 675 53.7 671 60.2 666 671 62.9 556 43.0 611 404 651 35.8 671 47.1 639 30.7 671 39.7 631 26.9 671 37.9 616 ? Z N 961. 10.8 690 72.0 627 59.0 690 614 618 50.0 690 63A 609 /d.3 680 47.6 602 690 43.0 434 35.4 690 39.6 460 29.6 590 34.7 477 253 69D 315 469 22.1 690 29.8 464 �, IQ-' X 10 tag In 40.7 466 50.0 421 41A 466 428 114 355 496 37.1 406 31.1 496 329 402 466 247 396 24.9 466 27-1 391 20.1 466 23.6 362 17.8 466 212 376 15.6 496 195 370 a Cn N O a� 1/1 in /s.s 441 46.7 400 3112 441 393 393 32.7 447 34.1 387 240 441 30.2 3112 26.4 441 272 376 229 Qd1 241 372 79.1 441 21.5 363 16,4 441 143 356 14.3 441 17.8 351 ILLI M 120 In 38.3 370 36.9 344 30.2 379 31.0 339 25.9 378 26.8 334 227 370 23,7 329 20,1 378 21.3 325 18.1 378 193 321 15.1 370 10.7 314 B x u) 1461. 21.0 262212 142 175 1 262 1 17.8 239 1 154 1 262 1 15.3 1230 U N Q O 0 Q Z 0 to TABLE 108 a 020 s:0 AnehorCapacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: €'mo Sucst.te 278 ODmade 98%Ca10, Ha00W O4u FBIed CMU PTW..d metal ANCHOR CAP.,,°,,,. I- o m ❑@�rc� (OP)X( )=ANCHOR CAP.- 11116" va^ss9co 5t9Elco vessElco xtost l xt2stxl mzslarl MLLIONCAP.,,""„a, PRODUCT REVISED An[nar 919 Elco unrsm 114 F8 aU0 acon U 2. 3H9 Oco wrd n Ile FF c000mcon A dor U11mcm A re08dor SemW(G5)Saw 8crae AnchorClip Pegema A. gg (G61 !GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida Ed�O9tarce pn 1' 2.1/7 1^ z-UT sole' 1^ 2-11T 1^ 2-vT 2 ave` 7 o.a9` age 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Building Code EmDe011HE1 n 1314' 1314• 1314' 13'4• r 1-114^ 1.1/4^ - 1.114' 1-114 7-114• t-U4` T 1.318^ 13'6• -f- ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No, 17.0630.01 2 Anctom@4.79 Min O.C.7 Stand=tr LIM COP pl9.1) 990 Ole 890 OIs 45DIDa 890 I. 1644 ills 270 ms 2801. 354105 74011, 374105 664188 6461. 341 IDs 442 it. 560 Ns OPENING,WHEN IT IS LOWER THAN THE MULLION Explration Dnte 5/26/2021 4ArahmQ 1.1E MIN O.0/9t0r1dWd(or0maI)C3p(R9.2): 400 IDs 7W 108 WA WA NIA NIA 360 I WA WA N/A WA NPA 682105 8851. 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMtom@ T Mm.O.C,I m 215ArgfaCllp9 I(Mg.e} 780105 70D g, G80 FS _F_41. 1896102 54011 5so lbs N/A 7601. 748 Ins BB01. 189208 6921. 885 IM 1120 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR By. 3Arcrond0054 Mh O.C./U.Cup,Into.109 A1um(FIg.4T NIA WA NW WA WA WA WA NIA WA WA WA WA NIA WA 05006 CAPACITY WHICH MAY BE USED TO QUALIFY MIamF-Da Product Control IArcnor/F-COp(Mg.A' 19510s 195 Dm 225104 4460E 823 n, 135029 140 g, 177 I. 3701. 18T I. =lm 473029 170 un 2211. �oiDs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancmm 0 I.19 Min O.Cl FCO g.6T. 240 M3 3500E WA WA NIA NIA 7001. WA WA WA WA WA 341 Ns 4421. 6601. ANCHOR CAPACITY TABLE - FIGURE 1: FIGURE2 TABLE NOTES: 1.250° 1250' • ® 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. EA1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWAE3LE. 1117 t 11 I I I4/j 7 FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SC/LLE.FOR EXACT DIMENSIONS,SEE SF ; 'C�`.•'•tCEN •' �( i ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250' 3.250' Qtr' '•,��P CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 BEUSED - * *= IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND n GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL ';3 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'FIGURE 4: FIGURE 5: FIGURER: O 0 STA 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND % .Ct • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL '�4�5? ....ORIDP.••'\?� roe #10 ANCHORS NTO oW OORS INTO METAL SHALL D MAY BE STD AT EEL18-8 SS OR 4ST 3 SCREW R SDS BEYOND THE MATERIAL t2MULLION FOR • 1 2MULLION FOR 4" 7///i t LAL '%N FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E- FL P.E.#58705 J TABLE 1IA � MWlion Capacity Table phaRt') ®��8 ape ning Width(IDr Yedica*sparaftmuliions)orOpening Height(for ccraordelyspanring mlifions) 04+s11 so in 601n 70 in 80 in 90 in 10010 120 1. 140 in 360 in g w 3 OLL 135X394 Reclor,8ular Traprrd.g. RMangular Tnp/Tkng. Roca*, TapTdaag. Rectangular TrepTdeng. ft-no., T.p/rdong. Ret Mular Tr4p•fdang. Reelang tar Trep/fdane. Recl.n9uler TrnpRdong. Reebnguar Tnpl7riay. Loading landis,g Le.dvg LSatin9 Loading Loa duq Loading Loading Letting L4eding Loading Loading L..&q Laadin8 Loading L.&M L.ang Loading X.624 02 Altar.Tuba T.-Im-1,11; Tlikil-1 a n .-. ., ., .,Muumn a �8 and a m� a ��. � , a � "� u u v o u o u'r o o o eR` ei r�i` u o n a o�fi $2. $� �z $� $rc2 Via € �a �. �rc frr Q`zg �c s�2 Vis $ ��. �¢ �rc i€ �& �� & ZIS IW 121. 170.0 620 170.0 436 170.0 744 170.0 478 170.0 060 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 S21 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 INA 521 w - _ 401n 170.0 TOB 170.0 614 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1433 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 227 170.0 680It C/3 50.625 b 170.0 747 170.0 663 170.0 896 170A 631 1TO.0 1066 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1491 170.0 T66 170.0 1793 170.0 766 170.0 2092 170.0 766 170A 2391 170.0 AS 641. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 ME 170.0 764 170.0 1775 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 861 160.2 2403 170.0 861 t7 W O r O 60 in 170.0 885 170.9 701 170.0 1063 170.0 797 170.0 1240 170A 078 170.0 1417 1TO.D 944 170.0 1694 170.0 926 170.0 1771 170.0 1033 170.0 2125 170.0 1063 U8.3 2163 170.0 1063 129.8 2163 1TO.0 1063 I=- U � w 63 in 170.0 930 170.0 745 170.0 1116 170.0 050' 11O.D 1302 170.0 966 170.0 1408 170.0 1016 170.0 1573 170.0 1076 170.0 1859 170.0 1122 158.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 ¢ W r 661n 170.0 971 170.0 789 170.0 1169 170.0 903 170.0 1365 170.0 1002 170.0 1558 770.0 1006 170.0 1753 170.0 1165 170.0 1918 170.0 1210 143.0 1966 170.0 1275 122fi 19fi6 170.0 1288 107.2 196fi 170.0 1286 = cD i = cm j 711. 170.0 1063 170.0 079 170.0 1275 170.0 1009 170.0 1468 170.0 7126 170.0 1700 170.0 1228 156.1 1764 170.0 1316 138.7 1734 169.8 1386 11Sfi 1734 1E5.9 1364 99.1 1736 150.4 1352 86.7 1734 ISM 1362 ul Z J s U 76 in 170.0 1122 170.0 93T 170-0 1346 170.0 1000 1603 1556 170.0 1209 147.4 ISM 1652 INN 13L1 i5S6 151.5 1266 1179 1656 U1.3 1251 983 7556 128.3 1223 842 1656 1223 1219 73.7 1656 1212 1216 2 M 78 in 170.0 1tfi1 170.0 967 170.0 1381 170.0 1116 155.9 1-077 169.3 1145 176-0 1677 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 779 U77 116.8 1168 6G.2 1471 1093 1164 F? 90 in 1420 1110 1465 986 118A 1110 123.9 960 101.6 1110 1079 351 00.8 1110 963 976 70.9 7110 87.6 922 71.0 1110 60.7 910 502 1110 T1.3 097 50.7 1110 66.6. 878 44A 1110 fi27 B70 Z ~ co Q m p1 96 in 117.0 975 120.3 872 07.6 975 1015 856 93.6 075 083 862 732 976 766 019 66O 975 71.2 817 515 975 65A 807 48.8 976 67A 789 41.8 975 S23 716 36.8 975 49.3 767 s- +N. c- CD F0... X..Z 100 in 822 771 84.0 696 60,6 TTI 70.1 605 60.7 771 61.3 674 51.4 771 64.3 666 45.7 Rl 49.0 655 81.1 771 449 647 343 771 7a9 631 18.4 771 35.0 621 25.7 771 32.4 612 r o. U •°r g O,�O 111 in 76.7 730 173 661 611 730 65.0 fi50 66.1 730 56.3 640 47.3 730 49.8 631 421 730 45.0 622 37,9 730 41.1 6U 31.5 730 336 600 27.0 130 31.9 589 9.7 770 29.5 587 1. 4n l7)m u v n W (7 CO 120N 539 fi11 619 569 499 624 612 560 Ai.O 644 dd.] 652 775 fi24 39.2 641 333 627 353 S7 30.0 13,6 312 531 TSO 67A 27.7 619 216 626 17.6 509 78.7 626 123 GO K X Y Y In 1441. 34.7 433 35.1 600 20.9 433 29.4 395 14.8 433 25A 390 21.7 433 224 386 193 433 20,0 ]81 17.3 473 182 3M U 04 Q Cr Z O O TABLE 11B AnchorCapacity Table(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,„,°,,, suosaata 27k cArcrrta 35k care. RaGo4�cMu Filled CMU 1=rwtan MttaJ (DF,m)X( )=ANCHOR CAP.- 1114P v4-SSI7c05n6°En. v4•sseco #10S1ed #12SIe!d C2Stee1 MULLIONCM.,,,,°„a PRODUCT REVISED Arrtnu Typo; 9n6'Elco Nlrxal 1!4 Elco ultru0n &76'E1Lo Utrde.n trd'EIC uDr4eon ) (� (G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR as eom I 1.2w n with the Florida UOracon Ag9rdsator Ultracal A,,r.GO•,ar Bc"(G5 Saar Screw AnchorCllp Patterns P�°d9 Edge❑starce0nk 1• 2-V2 1'• 2-172• 3118• 1' 2.112 /• 2-Uz 2. 318• 2 0.48• 0.54 0.324 CAPACITY REQUIRED*CORRESPONDING TO AN Building 1. e Em.ol E6n 7214' ta'4 I. ta/4 z 1-v4 1-v4 7-176• 1-v4 7-tra• t-v4' z U3R• fat' ,rinks ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.07 2 Anchors@47 Min CLC.15@neM U OBsel UP ING.1Y 390 b5 3901. 450 ins 890 I. 1W 019 270109 2BD lbs 354@, 7401. 3741. 661 bs 9761. 3411., 4427. 5600. OPENING,WHEN RIS LOWERTHAN THE MULLION 4 Archin @ 1.15"Mtrl O.C.I StRAMM(P 015ei)Glp 09 21 480 bs 700 B. NIA WA NIA N/A 380 U. WA WA N/A WA WA 68210, Bw Its 1121 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05!2612021 4Arch05 01J 3'MOL O.C.I(0.3,5At1gle ceps/(ig.3) 704 be 70Dtm mDlry ism lbs tfl76b9 5401b9 560 Its NIA 7601. 748 ms 8601. 18921re 6B2M BWMaine MULL[ON.IT WILL YIELD A MINIMUM ANCHOR By 4Amrm00.54°Min.O.C.I U11Ip,Od0.7rIP ANIR(F&4} NIA WA NIA WA NIA N/A WA WA WA NIA WA WA N/A WA 12671. CAPACITY WH ICH MAY BE USED TO QUALIFY Miatnt-D. Product Control 1Arc.f/F4:ep(Rg.9J 1�ID9 3051. 7ffi b, us las 812110 135109 Wins 1771. 3701. 187 Ms 3321. 4736. 1701b, 221 MS 280 ne ADDITIONAL ANCHOR OPTIONS FROM THE 2Ant1nr9/p]1.75 MIA O.CJ F g.67 240 b9 3501. NIA WA NIA WA 1038. IUA WA NIA v WA 371 IDG 442 IDS 5601. ANCHOR CAPACITY•TABL- 1250° FIGURE 1: FIGURE 2: TABLE NOTES: 8 • 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE SHEETS 211 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ��•� LYf�N FIGURE 3: aQ�1Y ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE 3.94' `��1'�`,••''t,10ENSF �,,� '• I CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ` No.58705 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND4'� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL "O t0t. I FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BEV :�L .'(L�� 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" ''•. ATE 44i� .045'THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL -i �t�s'••F40RID?.••'G��� O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �i�S/0. AL �C1`t�` #10 ANCHORS INTO WOOD MAY BE STEEL,18.8S.S.OR410 S.S. 125'X 3.94•X.624' ALMN NN3Ba P.E. MULLION FL P.E.#58705 TABLE 12A � Mullion Capacity Table ObslFte W ^ g `� Opening Width Uornertica*spanning mldliorls)or Opening HBlght(for ho112ont8117-spannIM indliotls) 50N WN 70 in BON go in 100h 120 in 140 In 160 In - < Rectangular lvaprw-g. R-hr9dar T7eWiang. Rmt�pl r Tr PM-9. Rece+nguu TrapnNang. ".t -gw- Tmwdag• Reat-nil dor TmP1WwV. Red mguler Ifep/Tdeng. Recta Qft 7raplTrfw% Rectangular TrepfTdan9. m o 2x4x 26 L-411 Lording Lrwdn9 Lwdir� Laa•"8 Luamng l.oa®n9 LoadN9 taadln9 Ioar11g Luadn9 L�dNg Inad4+9 Lnadin9 Laad'n9 Loafing Lnadn4 LoaronB ¢ Alum Tube r_ r �• r a L• �' 3,. z._ r a r •.. Aa' p F r .�• z' •rrJ., p �• Sic Fc 'Z-. EY Mullion aa�, a a� ee B r� �� 8 8a9 J g` d 3� c� 99 d 1Y c5 8 6 r9 8 N o� �� � g 6� s b3 �� he zs =B t �� � 911 �� �$ a � in �rc fe ¢rc so 11 ! �I wiz W 421n 170.0 620 170.0 435 170.0 744 1740 478 170.0 868 170.0 606 170.0 992 170.0 618 170.0 1116 170.0 521 170.0 1240 170.0 571 170,0 1468 170.0 521 170.0 1735 170.0 $21 170.0 1983 170.0 521 W O LU 481n 170.0 708 170.0 524 170.0 850 170,0 584 170.0 992 17U 630 1740 1133 170.0 661 170.8 1275 170.0 677 170.0 1417 170.0 680 '170,0 17W 170.0 680 170.0 1983 170.0 660 170.0 2267 170.0 680 W J d0 (1) 50525 in 170.0 747 170.0 Sfi7 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 7346 170.0' 717 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 770.0 756 F a.o = 641. 1740 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 Bos 170.0 1434 170.0 937 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2850 170.0 -681 UJ H 60 N 170.0 885 1740 701 1711.0 1083 170.0 797 170,0 1240 170.0 878 170.0 1417 170.0 841 170.0 1594 170.0 996 170.0 17/1 170.0 1031 170.0 2125 170.0 106:1 170.0 2478 170.0 1083 160.8 2580 170.0 1063 co 0 c) W 631. 170.0 930 170.0 745 170.0 1116 170.0 B50 170.0 1302 170,0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2731 170.0 1169 166.7 2553 170.0 1171 746.9 2553 170.D 1171 F" Z GJ 601. 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 15M 170.0 1066 WILD 1763 170.0 1155 170.0 ISO 170.D 1210 170.0 2338 170;0 1275 151.9 2437 170.0 1286 132.0 2437 170.0 1286 Z m 4 C 72 In 170.0 1083 170.0 078 170,0 1275 170.0 1009 170.0 1486 170.0 1175 t7OX 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145,6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2164 170.0 1530 N z e +$ ECJ 761. 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1260 170.0 1794 170.0 1322 111&1 1960 170.0 1421 148.6 IWO 170.0 7505 727.6 19fi11 161.6 1548 106.1 1860 154.0 1635 92.9 1960 152.7 1531 F a 91 Z S 78 N 170.0 1101 1740 967 170.0 1387 170.0 1118 170.0 1611 1740 1250 170.0 1942 170.0 1369' 1627 1661 170.0 1474 737.4 1661 183.1 1500 114.5 1961 147.3 1473 902 1861 139.6 1459 85.9 1681 137.6 1454 J c t 90N 170.0 1$20 170.0 11M N9.1 1398 156.0 1219 127.8 1388 1340 1788 111.8 1798 121.3 1178 99A 1388 7702 1762 89.5 1398 101.8 1147 745 1398 89.0 1122 63.8 1308 827 1105 648 1398 789 1096 Z z J Q 06 In 747.0 1729 151.5 1098 122.9 1229 117.8 7078 105.3 1278 1113 1081 112 1729 949 104 81.8 1229 09.6 1028 73.7 1228 82,4 1018 601.0 1729 72.2 893 R.7 1219 65.9 877 46.1 1229 62,1 987 F lbbbpZ 108 h 103,5 d91997.3 5.9 877 88.3 971 69,0 662 74.0 971 77.2 1149 64,7 971 68.4 837 67.6 971 61.8 826 61.8 871 56.5 816 43.1 971 49,0 IBS 37.0 971 44.0 782 324 971 40.8 771 0. N N JS o C3 Ao Fn 111 N 954 932 70.5 919 81.9 519 66.1 919 70.8 goo 59. 918 628 794 A0 919 587 184 477 919 51.8 774 39.7 819 /4.D 750 772WX 120 b, 755 .8 716 0.9 786 64.5 705 63.9 Me 55.8 699 472 786 49.4 686 41.9 788 44.4 677 37.7 786 40,5 888 315 786 34.9 663 9.0 756 31.0 841 23.6 706 28A 631 YY1441n 43.1 42 fiO4 36.4 606 3Y.0 498 312 616 31.0 491 27,3 546 242 485 24.3 546 25.3 479 21,8 646 229 474 142 546 18.6 464 16.0 546 172 465 13.7 646 155 448 (� N Q O O TABLE 126 z ANCHOR CAPACITY ADJUSTMENT FORMULA: h. �a 10 x0 Anchor Capacity TaWa Ob 9) ANCHOR CAP.,,,,,,,, o -F i� K 8,1snt 271r Comr0e 3Sk Cone. Holia7 CMU R11e0CMU PTW.W Metro P,m X ANCHOR CAP.,,,, U e a� a1s51c1 v4•S5EJco 11109x1 v46sEl10 ;xfDSlea m2steel z12S"l ro ) MULLIONCAP.„.,w„ 0�7 -' McnSr lype. 9/t6•Euo Uwecm V4'EIcoU0rdoln 3n6'FJCl lnram v4'Elc0I1Nac1n AnchorCBp Pattems UM- Aggrea=r UMM. AMfEG. screw(G7r ScrewA s-P5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED Edge Ll na..a, 1• 2-v7 1' 2-112' 3-Ir +• 2-11r 1° 2-v2' 2 3a/B' 2 0.49• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida Ernb,d.ent(InIr 73/4° 13'4' 1914• U3�4• 2' 1-v4° 1-vr t-t/4' 1-v4• 1-V4' t-Ile 2- t-e• t3la vales ACTUAL PRESSURE REQUIREMENT FOR THE Building Code 2Andmm @ 475-M R O.C./Stendird 1rwml Clip f��182} 390 fns 3901m 450 bs 890 Its 1651 bs 270 0>S 20011 354 bs 740116 374 lbs 664 16 9461es 341 IM 442 ms 560 As OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 17-0630.01 4 Ambm 0 2-S"MN O.C./SIM=(w Q Me)c6P pia 4 Teo ms 7w 1a 630105 toes lbs 1424 bs NIA sm Ns NIA ®5 ttx INA 880 I WA 682 It. 685 ms 112D nn CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 6 Archei QL71•MIn O,C./stenelyd I.,ormoCBp(Fig 4) gabs 4•a 758 Im t9a6Ic6 WA NA 7115 bs NIA 79911 WA WA WA 1022116 1327 bs tSOIm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcicn®9"MIM LIC.1 f2)295 Angle cups I(R45j 780 IM 680 lbs 1560 bs 18MOS 140116 66)Its WA 760105 74911 Sal lm 184 Das 412 bs 885116 1120116 CAPACITY WHICH MAY BE USED TO QUALIFY By 6AWOM a TMH.O.C./(2)2r5ANC11ps/(Ra 67 1170 lbs 1170116 1020 b9 234010S 2943 bs Bt 840116 NA 114D 164 1122lbs 13201bs 2838 bs 1022115 1327116 1680 IIx ADDITIONAL ANCHOR OPTIONS FROM THE MiamI afl Product Control 3Archws®1.34•MIn.O.C./LrClip,into.12YAIum(fig 77 NIA WA WA WA WA NIA WA NA WA NA WA WA NIA WA 70TJ ANCHOR CAPACITY TABLE. 6ALc"@0.64'MN.0.C./U-0Op,In11.12YAlum(FIg BY NIA WA WA WA N/A NIA WA NIA WA NA WA WA NA WA 21 Im 2 Arcmnl®288'bBrt O.CJ FLBp(Flg g): 370 b4 370 bs 1 315 IDs 743 ft 712 bs NA 200116 NIA 348116 NIA 447 IM WA 341 b 116 56 s 442011 3Arcros®1.71'Min.O.CJ FSIIp(fig.I 4411103 525105 79 lbs 973116 NIA NA 3W Its N/A Mina NIA WA WA 511bS 664116 84011 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • TABLENOTES: 2000' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `` GENERAL INSTALLATION METHODS, \���X�NY LYNN / • • • • • ••'y4CENg �� FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. q; • • • • • • • • • • .250" 4.000" - No.58705 - - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE /4 LOCATIONS. ST TE O � FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO.ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLACK UNIT T • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. �i/�& '•-aRIDP.••'G\� • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125°THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046'THICK(18 2'X4X.25'MULLION "/,,,ONAL Ie,\ IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHAD.EXTEND AT LEAST 3 SCREW A.L1fM MfLL��,P.E. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL.,18$S.S.OR 410 S.S. FL P.E.#58705 l TABLE 134 MuBien CWcily Table Ibse . N o Opening Width(for m9ca0y-spartning mullions)or Opening Height(tor horimmts*spertning mull s F e r 5 - SO In 6011 70N HON BOIn 100N 1201. 140 In 7801. Reetong,lm TteprTdag, Reclangvla TWIT- Rmtaigider Tmprrdarlg. Rectangdar 'Implidang. RmtangAer Trep17d.M. Raelangufer TYap•Ttiag. Rectang0. ftjm /lag. RDde gder TragMang. Rectangular TieplTdeng. 7i O 2x6x.26 Loading L--&vLeading Laedng Leading Loadng leading Lording Legg Lowing Lmdng Landing Lmdng Lmdng Lmdng L.Ming Lmdrg Loading pF q Alum.Tubo r r r r �' �• Mullionx13' d v= va � vaa s •^ 9v T v v R va a� rn r a rg ar�� ar mra� pa ra�� La• arso f+a ,aa�.�-. ^oY VLL v v 53 04 til Se cq `3 8 � t e & u fa a e� 61 .�� yy `� ,�- o� he lid �, S� ds U �� d`a d`¢ d`d moo. d`¢ _ a5� s�, a`a� <bB Z �. dn: rc ao Sm d`a� d` s'c�. z ��. d`a fes, d`n� a W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SW 170.0 SD6 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 1R0 521 170.0 14M 170.0 521 170.0 1735 170.0 521 770.0 1863 170.0 521 O = 481n 170.0 706 1700 524 170.0 890 170.0 S84 170,0 092 170.0 630 170.0 1133 170.0 651 170a 1275 170.0 an 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1983 170.0 080 170,0 2287 170.0 ®0 J 03 50.6251. 170.0 147 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 756 170.0'2692 170.0 758 170.0 2391 170.0 766 W = S2 541n 170,0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 770.0 1594 1700 SW 170.0 1913 170,0 861 170.0 2231 170.0 861 1700 2550 170.0 861 C) w p 601n 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170,0 8'78 170.0 1417 170.0 044 170.0 1594 170.0 096 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 7479 170.0 1063 170.0 28M 170.0 1083 N V) TW7 631n 170.0 030 170.1) 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1468 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170,0 1169 170.0 2603 170.0 1171 170,0 2075 170.0 1171 Z J: 66 N 170.0 97! 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1066 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 2138 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 Z Z o m = C RN 170.0 10®, 770.0 078 170.0 1275 170,0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1718 170.0 1913 170.0 1315 170.0 2125 170.0 1387 1700 25W 170.0 14BO 170.0 2875 170.0 1529 170.0 3400 170.0 1530 W m & ,5U 3 76 in 170.0 1122 1700 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.6 2692 170.0 1029 170,0 3140 17D.0 1694 170.0 3589 170.0 1705 a O W 12 �` �O F J D ❑ 5 ¢Z 2 761. 170.0 1151 170.0 967 170.0 1381 170.0 1110 170.0 1617 170.0 1250 170.0 1&2 170.0 1369 170.0 2072 170,0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 7700 170.0 3223 170.0 1777 170,0 3683 170.0 1766 5 ¢ J t` 1)011 170.0 1328 170.0 1146 1740 1584 170.0 7328 170.0 1869 1700 1408 170.0 2125 170.0 1657 1700 2391 170.0 1751 1704 2656 170,0 1818 170.0 3188 1704 2125 156.0 3413 170.0 2273 1385 34W 170.0 2361 ? Q Z N f 90 it, 170.0 1417 170.0 1232 17D,0 1700 170.0 1434 170.0 188:1 170.0 1822 170.0 2267 170.0 1784 1704 2650 170.0 1952 170.0 2833 170.0 2095 1600 9199 170.0 2338 137.1 3190 768.6 2470 120.0 3199 75&1 7428 (7 F. m CO c0 a U) ado 108 In 1704 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170,0 2078 164.8 2781 170.0 2271 140.3 2701 101.9 2333 123.8 2781 140.4 2201 105,0 2781 125.9 2234 92.7 2781 116.0 2190 O N H o 0 1111. 170.0 1838 170.0 1451 170.0 1908 170.0 1700 170.0 2243 170.0 1832 170.0 2821 #170.02749 151.8ti.2632 1029 2245 138.8 2632 1464 2270 113.8 2872 1284 7188 87.8 2832 115.1 2128 85.4 2837 106.3 2098 x1700 1771 170.0 1586 170.0 2125 1704 1859 154.6 7152 158.9 1981 135.1 2252 964 120.12262 1272 1938 109.1 2252 1111A 1915 80.1 052 99.8 1872 77.2 7152 88.9 1838 67.8 2252 814 1808 ® F. o ? rn1581 126.. 1445 104.3 1564 106.1 1475 80.4 7581 813 1407 762 1564 380 68.5 72.3 1773 62.6 7584 65.7 1358 621 1584 58.0 7330 44,7 1564 492 1305 39.1 15W 444 1283 (=0 0 N a > O O TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULAa G z Anchor CopacltY Tablefibs) ANCHOR I CAP. o�i 'y Of Substrate: 27k Coracle 3.5K Cone. Ha-CMU Riled CMU PTW d Metal (DP_)X( )=ANCHORCAP._ I. 5116'Elco 114'SS Ek, 5/78'E1eo 114'SS Ek o 010 6Yee1 •1251ee1 612 Steal MULLION CAP.,m�p„ Anchor Type: 3176'Ek.Ulhac.n 1/4•Elc.Ulttaom 180x0. 3116'Eleo Ultroean 1177 Eko,Ntrveon AOgreGaloUBrboon AgpreGator Screw(G5 Screw PRODUCT REVISED (G5) 6erow(G9) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCgp Patterns s complyy/.g with the Florida Edge IXetace on} 1• 2-VT I- 2-Ur 3-116• 1' Zan• 1• 2-IW r 3-1/8" Y 0.48'• MW 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN Building Codo Embedmenl(m. 13/4• 1-314• talo• 1316' T 1-114• 1-114' 1-114" 1AM" 1-1/4" 1-114• 2 13/8" tale• .6. ACTUALPRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01 2Aooh-04.75'MhD.C.I SterNad WOffaet Clip(F99.1&2): 3BO be 390 ma 4501159 890 ms t is 2T08u 280 lb, 364 lb. 740lba 374 lbs 664Ibs 940 lb, 341 lbs 442 ff. Seo lba OPENING,WHEN IT IS LOWER THAN THE MULLION ExplraUon Date 05/26/2021 4 Anctlols®4,WMM M O.C.I bMndad(or 0Me0 Clip(Fig 3$ 7601). 7801bs DOW. 1760Ibs 3232 U. 5401h 580 lbs 7C8lbe 1480 me 748 lbs 12721be 78921bs 882[be 885 ft 11201156 CAPACITY(FROM THE TABLE)OF THE SELECTED B Anobme®1.71"Mh O.0 I SWclesl(or Offset)Clip 0`9,4p 11a01h 1400 Ibs 10101156 2595 lbs WA WA 940lbs WA 1065 lb. NIA WA WA 1363lbs 1770lbs 2240 Iba MULLION.IT WILL YIELD A MINIMUM ANCHOR BY a AMIDrb @ 3'Mtn O.c.l(2)215 Anglo Ceps 1040,ST 780 ma 7901150 680 lb, '1560160 1896 ms 540 ms 5801159 WA 760160 7481156 Beg The 79921150 eel lbs BBS Ibs 11201150 CAPACITY WHICH MAYBE USED TO QUALIFY Miami- ode duet Control 8 Anchors @ r wn O.C./(U 215 Argo CtpsI(R1).eL 1560lbs 1560lba 1360 me 3120lbs 37921bs 10e01bs 11201hs WA ISM lb. 1496 @s 1760 ma 3784 lb. 1303166 IT70lbs 2240 lb. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchoa®1S'Mia O.0/(2)2x5 AnGla Cepa 1040 7) 1660 Ws 2100 lh 1410 ma 3780 H. NIA WA 1320 lbs WA 1500166 WA NIA WA 2045 Drs 26541bs 3360 Ibs ANCHOR CAPACITY TABLE 4 Armhas 01.34'NM.O.C.1 LL lv,into.12Y Alum.(FIg.e): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Iba 8 Armhom®0.84•Min.O.C./U-Clip,lnlo.125"Alum.099.S): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 29611be I-2000"-•-I 2Mn F4.86.1111.O.C!F-ClIP(Gig.10} 390lba 39066 450lbe BBO lh 1616 Its 2701156 280 IM 354[be 740 Na 3741ba 63681. 046 lb. '317 lb. 4421ts Mon. 4Axhors®1.71.Min.O.CJ F4ev(Fig.11L 590Im TOO lis 50566 1246186 WA WA 470]be WA 533 Div WA NIA WA 682 Ibs 865 1)0 1141m •2�, NOTE FORTHE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES!FIGURE 10: FIGURE 11: • • • • • • • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `��o ANY LYNN"'/' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .`;�,-••"""•• 21/ �� • • / • 6.000" 1.7CEN& 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Q, , • • ' • • • I. I • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705 7t FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED - '• (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED ���'•, • • • • • • • MUST 1)E YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF.125' •':;°<OR1OT;..•' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO • • o o e • • • USED IN BE AT LEAST.128'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 111 ��IV LL ANG\ PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 2'X 6'X.251 A,t1YTIJJ��y4ET3,P.E. MULLION FL P.E.#55705 a TABLE 14A MulOon Capacity Table © _ Atr Opening Width(for\ertica*sparrirg muNona)or Opening Height(MI-hodmrAaly-spurring"ons) SC d a So In 601n 701n Sol. 90 In loo In 120 in I 1401n 1W In g�.++.. p RecUrgolor hep?dang. ReelatgWr TMprrdan9. Rectangular TmprMaro. Recterleulaf Tnprrdaro. RWUMLlar Tmprrdero, Rectangular Tmpniang Rectangular Tmprrdag Rectangwr TmprTdarg Rectangular 7mpmiang. C m 136"x 2.11" L-wing Inamro lnadtq Loading Lo4r8re Laa4iro Loadtg lmemg Loadag La-x9m LaadUg LoarBre Looting LoaeSg L.oading L0a®ro Loadre Loe�ng si`• u x.126"Alum a a r r 2^ p• a r a a r a a a a r A• r!Tube Mull •, a .- _ mac_ Cf) a w ffih 1442 518 167.0 425 120.25211 14&9 419 1030 528 1388 414 90.1 526 130.6 411 80.1 1 528 134.11 411 721 SM 1341 411 607 526 134.11 417 1 51.8 526 134.11 411 4&1 526 1 134.11 411 y3ZJ V) 48 In 9&8 403 108.0 333 80.5 403 1 947 321 69.0 403 56.4 320 60.4 403 81.4 317 63,7 403 79.1 315 4&3 403 796 1 314 40.3 403 1 78.6 1 314 1 34.5 403 78.6 314 30.2 403 78.6 314 � m �= 60.825 In 82.3 332 91.0 301 68,6 363 T8.3 294 596 382 77,9 289 61.5 362 fi72 288 45,7 362 64.8 284 41.2 352 836 283 347 362 63.6 2113 2&4 382 63.5 283 Z5.7 3R 835 283 = 'o 54 in 67.6 316 741 267 66.6 318 64.2 261 495 316 57.7 258 424 310 535 253 377 318 5118 250 338 31B 493 249 7a8 318 49.1 248 242 318 491 248 212 318 49,7 248 a LU p S In 49.6 2511 63.1 218 41.2 258 457 214 353 258 40,7 270 30.9 Z6B 37.2 201 27.3 268 34.8 204 247 718 334 203 20.8 258 32.2 201 17.7 258 322 201 tfifi 268 32.2 201 -I 1-- tp s3 in 427 234 45.6 20D 35.6 234 39.1 195 395 234 34.7 192 225.7 234 31.5 1® 237 234 29.4 186 21.4 234 2&0 1114 17.8 234 26.6 183 15.3 234 28.5 183 13,4 234 295 183 a WQ. Z 66 In 372 213 394 183 31,0 213 337 179 295 213 29.8 178 232 213 glM 213 291 170 1&0 213 237 169 155 213 22.2 167 133 213 220 168 11.6 213 22.0 1W 272 In 289 179 33,1 165 238 179 25.820. 17922149 17.9 1T8 178 18.T 145701n 20.3 181 254 140 20,3 161 279 13/ 17.4 181 79.0 136 152 161 J = �Z I 711 In 226 152 2&5 133 1911 152 199 131 15.1 162 17.5 128 :5Q tt3 0 04 TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: z Z G N 1 Anchor Capacity Table be n {¢-- X•Z Q cn I ANCHOR CAP.,,,,,e, _ stmvme: 2.7k Concrete &5k C=. KOM CMU FUIed CA1U PTWooa Meth (DP-)X( >=ANCHOR CAP.u, a r� 90 ep SIt6•Eko 174°55 Eko 6fl6'Eko Ile SS Eko #10-" 9 01251 J gt2Stetl MULLION Cl) Arena Type: 9x16'Eko U11- 114•Elcolmr m 3116•Eko Ul.. IM-EICOUIRaeal " Anchor Clip PaCems Urtmcm Aggaoala !E AWeGAor screw(c5)scrm(o5) screw(os) USE THIS FORMULA TO OBTAM THE"ANCHOR N Y ee.7e OL7larcepn) 7^ �trr r zarr 3-LB" 1• 2-10 2^ 3-118° 2 0.43- 0.54• 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN O rp Ernbednaa nk 1ar4• Tarr talo• faro^ s 1-vr t-114• 1aa•. 1-va^ 1-Ira^ 1•vs• 2 t-sre• tare" rates ACTUAL PRESSURE REQUIREMENT FORTHE U " Q 4 Amtom 9 r 0.7n.O.c.7 2c5Argle Cas 7(Flg.4 7801M 780 ms 6801ra 1580 ms 1806 m4 540 m3 SWme NIA 760 lbs 7411 IM aeD 1� 1892It4 kms FAW. 1430 ms OPENING,WHEN IT IS LOWER THAN THE MULLION L9 Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED B- m 0 MULLION.IT WILL YIELD A MINIMUM ANCHOR .. CAPACITY WHICH MAY BE USED TO QUALIFY U ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as comp)ying with the Florida Building Code i .OA-No. 17-0630.01 Expiration Bate 05/2612021 • i _-- TABLE NOTES: By Mlam1-Bap Product Control J)-SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266° SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r t FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • 3)MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116° FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. .125• 11111111(r . 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ♦♦acpV L Niv 77i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T �♦, •.•• •' •. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125• 1 ••y\CENSE•••�l� THICK STEEL STUDS TO BEAM INIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28"X 2.11'%.125 MULLION • ••-� � I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =* No,58705 I THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 B.S.OR 410 S.S. •; ic'- 11 ��O . MIE L ENS♦ A.LllNu m, R\.P.E. FL P.E.#58705 +I I TABLE15A MulOon Capaolty Tablo(Ibsf?) sF�k Opening Width(Wvar1icallyspardng ffdkns)or Opening Bois III(for Mrmoldy-spaying mUllons) �� 5 a SON 60N 70 In 80N BON 901. ilm in 140 in 160N a Rdtanglar TraiiMan9• REekngOkr T1apnftn9. Redangd.r TrgM-9. Rectangdar Tre aha. Ract.o.1 TFapRdxg. Roctnnatlar TnWmterg. fteelatgONt 71ep17Retq, R.Wngda Tr4r7'.a Reetang1W Thyr7Tdan9. m 3,26'30 Laadn9 tondn9, Lmdna Loadng I�n9 Loafing Lmdng Loadng lcedlaLoedrg L88dn9 Loading lnadra Loafing L4adn9 lnadNO Loa4n9 ImadnD oY DEG.AL n r r a a F r r s r r _ ,� ,;=• yt•M a r r r r r r $ Is a BAY MULL m N cc o = 42 in 170.0 620 1 170.0 435 170.0 1441740 478 -170,D]-BW- 770,0 170 170.0519 506 0 992 170.0 1115 170.0 621 170.0 1240 170.0 521 170.0 0 1468 170.0 521 170. 1735 170.0 621 149.1 1740 770.0 521 w ..J Q 48 in 170.0 708 170.0 524 170.0 BSD 170.0 566 170.0 992 17D.D 630 INA 1133 170.0 661 170,0 1275 170.0 677' 170.0 1417 170.0 680 152.2 1522 170.0 Sao 130.5 1522 170.0 680 114.2 1522 170.6 660 � N jr F = S0.628N 170.01 747 170.0 553 170.0 1 896 170.01 631 170.0 1M 170.0 684 1700 1195 170.0 721 170.0 1315 170.0 747 1642 1443 170.0 756 1380 1443 170.0 758 117.3 1443 170,0 766 102fi 1447 170.0 796 W54 In 170.0 7B7 170.0 812 170.0 956 170,0 691 170.0 1116 1740 784 170.0 1279 170.0 em 180.4 1353 170.0 577 144,3 1353 170,0 856 124] 1753 170,0 861 103.1 1353 170.0 861 9222 1357 170.11 881 ac j W 60 In 170.0 BBS 1740 701 170.0 1063 170.0 797 157.0 1218 170.0 578 146.1 1218 170.0 944 129.9 1218 159.8 W6 118.9 1218 1511 924 B7.4 1218 146.1 913 63.5 1218 146.1 913 73.1 1218 1441 813 I--' 8 (� 931n 170.0 970 170.0 745 170.0 111e 170.0 860 150.2 1160 168.8 833 131A 1150 153.0 814 116.8 1150 141,9 888 105.1 1150 194.2 865 870 1150 128.7 871 75.1 1150 1262 870 65.7 1160 1282 970 W Z Ci 5 (L^ m 2 {T� 66 in 170.0 874 IT40 799 152.4 1048 165.8 881 130.6 1048 Me 884 114.3 1618 133.1 850 101.6 1MB 123.4 We 81.4 1048 1146 830 762 tMB 109A Rt 65.3 1048 1082 818 57.1 1046 1082 676 Z _z W� Q C 72 b 140.9 880 147.8 784 117A 880 126.11 748 1048 880 110.8 731 860 BBI/ 100.0 722 762 880 92.0 712 70.4 860 882 703 58.7 B80 792 693 50,7 860. 76.5 688 40.0 880 76A 688 W J 90. 't 781. f18.7 7B0 125.1 690 89.8 790 108,4 678 85.5 7� 87.3 663 74.8 790 83.11 652 68.5 799 768 613 69.8 780 71.7 535 49.9 790 69,1 524 42,8, 790 62,1 618 37.4 790 81.5 fi1T o U r2Z a r .� 78 N 170.8 750 115.5 657 13 750 98.1 BH 78.1 750 85.8 612 W.2 750 77.1 821 171.6 750 70.8 612 se.4 750 65.7 605 482 760 59.4 594 39.6 790 58.2 588 34.6 750 65,6 586 � Z Bain T21 6W 74.4 5DO 60.1 563 629 491 513 563 54.8 483 45.1 663 489 475 40.1 50 44.4 468 35,1 56] 449 462 30.0' 563 36.2 452 25.8 683 33.3 445 225 583 31,8 442 F- ¢ co Z ` zz gal. 59.4 495 61,1 443 49.5 493 61.6 435 47A 495 M.e 427 31.1 495 39.8 421 33.D 405 36.1 415 28.7 499 372 408 14.8 493 29.7 400 272 493 28.8 394 18.6 495 25.0 300 a- CD D W B 108 in 41.7 387 42.fi 353 U. 791 35.8 34B 29.8 381 31.1 342 MI 391 27.6 337 232 391 24.9 333 20.8 391 228 328 17.4 391 19.7 321 14.9 391 17.6 315 r W (0 111 N 364 370 392 335 320 370 33.0 330 275 370 258 325 240 370 253 320 21.4 370 228 316 182 370 20.8 3f2 16.0 370 161 305 � � Q � � 120 N 30.4 317 30.9 288 25.3 317 26.0 284 21,7 317 225 200 19.0 317 19.9 276 169 317 17,8 Z7J ~ Q 1441. 17.6 220 17.8 203 d z m W fn TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: V � 3 s7Ymd' An hor Capacity TableOhs) ANCHORCAP,,,o,,_ SBbstmtrc 2.79 Connate 3.54 Cm. au-CMU FiO.d CMU PT Wood Naw (DR-)X( )=ANCHOR CAP.,,. Nt6'El.. 7/4"eSEko5116•Elco 114'SSEko AWSte01 N125ted 0125tce1 MULLION CAP.,,,,,,., PRODUCT REVISED AneMr7ype: 3/16•Elco l.111-m 114•Eke Ulancan U1lracon 3/16•E100 ultmaon 114'Eke Ukaam AD9mGamr Uitr4con AODreOator 6orew(8857 screw oG5) fiorew(W) UBE THIS FORMULA TO OBTAIN THE°ANCHOR as complyingg with the Florida Anchor COP Patterns Building COdo Edoe 111st on} 1' 1V I 2-172' 3.178' r 2-72' 1• 2-17 7 3-1W T 0.48' 0.54• 4324' CAPACITY REQUIRED'CORRESPONDING TO AN NOA-No. 17-0630.01 Embedtnetd(N7 1514• 15/4' 1374• 4314' 7 1-1/4' 1.114' 7-114' 1-7!4' 1-1/4' 1-11r 2- 1.818' 1 1318• lane. ACTUAL PRESSURE REQUIREMENT FOR THE 2An.b-@S Mk.D.C./(2)2.5 AAQM Cop./(f0.17 390 lbs 390 ks 430 lb, 890 ka 1700 b4 27o@. 280IDs 354 bm"!Z11F., 374 P. 720 ks 948 ba 341 bs. 4421622 sfio� OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2027 4A. @ 3.S Mlrt O,C,f(L)245 Angle Cfip.I(Fla.2): 780 ba 7801ba Iso bs 1670Ibe 2525 a» 540 ks see 1. NIA 748 bs Bea ms 7892 ms 682 bs112DU CAPACITY(FROM THE TABLE)OF THE SELECTED ByBAnch .2.71'.41.,0,4 (2)215AntleCli loft.]} tt2Dlbs 112011. BSB IW 2246lb4 2254 m. WA e40lbs WA WA 1320Ibs NIA 10221ba 1327 Dw 1680 m. MULLION.IT WILL YIELD A MINIMUM ANCHOR Miam]-D es Product Control CAPACITY WHICH MAY BE USED TO QUALIFY C -- - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEESHEETS 21-23. - '126" �`a()%A'( ,,.N • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° Pad,.•'LIGEN,SF'y,��(���l FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250" No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FII LED w*' - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED *_ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' -/'/�`` AA13TE� THICK.STEELSTUDSTO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY O S �•, LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION - ''r • • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR S.S. St '•F<ORID�`,.-"\C ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '01VAL 10%%\` A.LYt�iV I�/1tiLLER,P.E. FL P.E.#58706 TABLE 16A ® � Mullion Capacity Table bsK g Opening Width(forwr6ca*spannirgmU5ons)or Oponing Height(for Farizorae9y-sparrirgmldfions) r o SO in 60 N 70 In BON BOIn100 N 120 in 1401n 180 in y 0 Rmfengular TMPfTdanB• RactaVlw T2p701mtg• Reclmgdar 'fiWil1me. R d..Oer TreyRdang. Pmtengula Ttep/dwg. Ractanpder 7rapfTdeng. Reedngular Tiep791anp. Rect�guler Tmp/TdanU. Rectengumr Trap/91ene. 325"45 Loading L dn8 Loadng lmdtne LoadnO Laadng Lmr�g Lmdng t.cadng Inadno Loading Lowing Inadng Laedne Loadne Lmdng Loodng landng o DEG.AL r a r r n a Ai BAYMIJLL s� g G� g 5�' `s `g � � sL bS@' e Q ogU A, �a �� z �� E� d`a� �a $a �r �rc �� 2a a� �n �x a`z �o �� n� �� �� r �� �rc s �`rc �� a°� E� d` W F48 170A 620 170.0 435 170.0 744 170.8 478 170.0 M 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 150.3 1671 1780 521 oWi O W 170,0 708 170,0 524 170.0 B50 1780 584 170.0 692 170.0 030 170.0 1133 170.0 661 1780 1275 170.0 6'77 170,0 1417 170.0 860 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1037 170.0 680 j Cf) 170.0 747 170.0 583 170.0 898 170.0 631 170.D 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 750 147.1 1552 170.0 750 128.1 1552 1705 750 110A 1552 170.0 758 � Wo170.0 797 170.0 812. 170.0 9% 170.0 601 170.0 1116 170.0 754 170.0 1275 170A 603 170.0 1434 170.0 8:17 1552 1455 170.0 656 129.3 1458 •170.0 681 110.8 1455 170.0 861 97.0 1455 170.0 am 8 m M W170.0 885 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 678 157.1 1398 170.0 944 139,7 1309 170.0 996 125.7 1309 163.5 994 104.6 1309 157.1 M2 59.8 1309 157.1 682 78.8 1309 167.1 BB2 1,-170.0 930 1Too 745 170.0 1118 170.0 6% 1629 1247 170.0 940 742.5 1247 164.5 983 128.7 1247 152.5 905 114,0 1247 144,3 962 95.0 1247 1302 936 81.4 1247 135.7 fb5 71.3 1247 135.7 MS 170.0 974 170.0 789 170.0 1169 170.0 903 148.1 1190 1837 085 129.9 1190 147.9 845 115A 1190 136.5 928 103,9 1190 1284 914 88.6 1190 110.5 888 742 1180 118.1 893 84.9 1190 118.1 693 z U)i m vi J p = oU C 721n 161.6 1010 1695 a77 134.7 1010 144.6 Us '115.4 1010 1272 642' 1D1.0 1010 114.7 828 80.8 1010 105.6 817 80.6 1010 988 507 67.3 1010 90.8 794 67.7 1010. 87.8 700 50.5 1010 87.7 789 w a@ Z -� 78117 137.4 806 143.8 7B2 1145 906. 1220 775 88.1 908 107.1 761 85.9 BOB 981 749 783 908 88.2 738 887 608 1123 729 57.3 906 74.7 716 49.1 908 712 770 129 906 70.8 708 J Q E 78 in 127.1 881 192.6 754 1059 881 112.5 738 90.8 881 88.6 725 79.4 861 86.5 713 70.6 861 61.0 703 83.8 861 75.4 694 530 651 68.1 681 455 alil 84.5 075 39,7 861 63.7 672 i RD In 62.7 6M8 85.4 674 689 646 721 554 69.1 646 619 644 51.7 BIB 581 545 480 646 50.6 537 414 US 47,0 530 34.5 646 415 519 29.5 648 382 511 25.9 646 36.6 507 F Q W Z C7 m C`p 981. 681 588 70.1 508 56.8 588 59.1 469 48.7 SBS 51.4 491 426 568 45.8 483 37.9 SW 41.4 476 34.1 568 38.1 470 28.4 568 33A 459 24,3 we 30.5 452 21.3 565 253 447 0. Cn �p EO g0 J C $08 In 479 449 48.9 405 39.8 449 412 399 342 449 35.7 593 29.9 449 31.7 3t2id449 285 382 23.6 146 281 377 20.0 449 22.7 366 17.1 449 205 381 15.0 449 789 356111 N 44,1 425 46.0 385 36.8 415 37.9 319 91.5 425 328 573 27.6 425 29.1 3 282 362 22.1 425 24,0 358 186 425 20.7 350 15.8 425 18.8 343 ® Q120 N 74.9 361 35.5 317 18.1' 3tN 29.0 326 249 761 25.8 321 21.8 364 228 3 Z0.5 313 i7.S 364 187 309 („) Q O O 144 N 20.2 253 2oA 233 16.8 253 77.1 230 e z,7717 (n TABLE16B ANCHOR CAPACITY ADJUST)MNTFORMULA: IIg$ 5 eU S Q m[r Anchor Ca qc Table the ANCHOR CAP.°,,,,,,, _ " o a� substrate: 278 CommtO 3.511 C.- Rogow CMU Flilad CMU PT%Wod Melel (DP,)X ANCHOR CAP.,,, i GIs,Sko 1r4•SS Eko 6/78•Eleo 1/4.86 Elco ttl0 steel B729teel ttt2 Sted MULLIONCAP.,,"„o, PRODUCT REVISED AmhorTypa 3/16•Eko UI7 n 1/d•Ek.Umeom 3716'Eko Ultram 1/4'Eko Ulbacm as complying with the Florida Anchor Clip Patterns ultacm Aeerecatw UlDecon A=GaW Bonrw(G5)setev(G5) soar(GS) USE 7HI5 FORMULA TO OBTAIN THE°ANCHOR Building Code EdOo Demme On): r z-12' t• z•tm 3-118• r 240 1' 2nm r 3.116• r 9.4e• 014• 0.324' CAPACITY RC-QUIRED°CORRESPONDING TO AN NOA-No. 77-0630:01 Embetlmem In 141/6• 43/4' 1344• 13/4' r 1-114' 1-114• 1.114' 1-114- 1.114• 1.114• r tsw t3IB• reds ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctam®5•Mia O.C./12)245 Angle gips/(Fq.iy 3B0 ms 350 bs 450Ihs BSOW 1700 mb 270 1b. 2801M 35{ma 740 am 374 1b. 720144 SM- 3411bs 4421b5 550 ma OPENING,WHEN IT IS OWERTHAN THE MULLION Expiration Date O5126/2021 4 Amhom Q 35'ROD O,C.I'2 i; Anele Cg1N I(Flp.2p 780 ms IBD 5u 790144 1670 gss 2573 ms 64o Ins 560 ma WA 1120144 748144 No Ibn 1892 Ns 68211 eas IM nzo 11 CAPACITY(FROM THE TABLE)OF THE SELECTED I BAmhors@271'AOn O.Qr(2)2t5Anoro Cnps/(Fm.3): MOWS11201ba 9581bs 1 2248 1b. 2254 ms WA 840 Oa WA 1059144 WA 1320 ma WA 1R221bs 13271be 16801Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR BY i CAPACITY WHICH MY BE USED TO QUALIFY M)ami-Da roduct Control - ADDITIONAL ANCHOR OPTIONS FROM THE 1 ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' f FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND-MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE X1\1 NY LYN e FIGURES SHOW SUGGESTED,DIN EAPPROXIMATTE HOLE LOCATIONFIELD FOLLOWING S.RESTRICTIONS SHOWN ON SHEETS 21-23. .125° 45° `���•`J�0•�,1GENye i�Cc1` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" - No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 8}90.WOOD SHALL BE PRESSURE-TREATED - YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY r LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUWON TATE F� • • THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 5.3.011470 5.5. ���••'•FTATE •r'\�1�� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ' js�Oft e \ A.L/YNNlty1146E1k,P.E. FL P.E.#58705 1.000- 1.000- o 1.000, .125' .125* ttt2.760' 3,125" '125' 3,111* 25' F 125' 2000° 2.000" a .12W 2.11a" 04 126, al a a-I I a I a O 376, 375' 6 SGID' .125' L 'Zo 0: LU w -T -T .900" T -j U) VX 2'X.125'MULLION I'X2.76"X.376'MULUON I X 2.7S"X.650'MULLION 1,Y5'X 3.18V LW -D W X 165"MULLION X2 ll'X-125'MULLJON 0063_7 6 ALUM. 6003-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM, 6063-76 ALUM. 6063-T6 ALUM. 6'063-TO ALUM. N w XSECTIONI X-SECTION X-SECTION X-SECTION X-SECTION kSECTION X-SECTION (D W c� Q) CD z .125" .126' UJ --I J--.125' CID LI L TABLE A STANDARD CUP 2.XS ANGLE CLIP 6063-T&ALUM. I Dim.n80.1 Value 0n)j F.,rduHlon: Z000 X__TI, 2.125" 6063-T6 ALUM, X-SEGTION 1 2 :9 1 -1 U-Cup Z000' X-SECTION 0 I 6063-TO ALUM. Illfff A 1.626 A4-A.12 125' XSECTION 125' B 2654 L.5 < _-j C 0.895 Aluminum C) -< 9 5; D 0.740 Tube Mullion z -- 740 A 1,125 z 3 a 5.500" El 2-404 1'AX2 Aluminum II'." Ly 0 3,1251 .375" M .375' CRF ITE F-CUP,SEE MIN. -S.Gow 0.635 Tube Mullion co I r-C 3: MIN. DETAILF,SHEET4 .376"MIN. D 0.490 0 EA C z --------- .538'MIN. A 1,875 O v0 I A I U-CLIP B 3.000 1'X 275"1 X Qf L- 6063-TU ALUM. - -------------------- .375 Aluminum r TOPVIEW 2X5'ANGLE CLIP c 0.767 Tube Mullion IL 6063-T6 ALUM. D tils PRODUCT REVISED TCPVIEW as STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE Building 6063�T6 ALUK A 1.312 1'X2.75.X Lwith the Redd. PCIENTEROFANCHOR HOLE MUST UE C", -SHEIETS&ISFORTHE 140A-No. 17-0630.01 VffHIN THE TOPVIEW CENTER OF ANCHOR ANCHOR D.C.DISTANCE,MAXIMUM ANCHOR B &WO Z � U E DASHED BOUNDARY.SEE HOLE MOST LIE ...T.E., SHEETS S. "'r HOLE DIAMETER:ANCHOR DIAMETER 1/16% Expiration Date 05/2612021 17 FOR THE ANCHOR D.C. WITHIN THE DASHED c 0.476 Aluminum -DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEP DIAMETiW.ANCHOR DIAMETER SHEETS Product nt 1116'� Tube Mullion ANCHOR D.C. TABLE 8 A ZOOO DISTANCE MAXIMUMT- V X 3.125'X PGT Part# 13 2.637 .376" mull Dimension(shoot 14 c 0.853 .5017 Al DALNACMHEOTRERM:OALNEC H 0 R i Tube Mum ,375* MIN* DIAMETER VIV, Mullion Std.CHIP OffsOtClIP U-011p Angle(311F D 1.137 Mull MIN. 1'X 2"X,125'(5) 66605 666113M 01118M 666243M 666511 M A 2626 --------- 11-X Z X.375°(6) 666006 666114M 6661119M 666244M 666512M 1.25°X3.156'B 3.262 V X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0.662 X.285'Alum Tube Mull V X2.75-X.650"(8) GEMS U6118M 6661121M 666246M 666514M D 1.762 VX3.125'X.500"(9) 66637M 6861116M 6661114M 666242M 666515M 1.26'X2.11° LYNN, A 117M,6661113M, 66624 1.813 .121'Alum 1.2WX3.1WX.26V'(12) 66641M W61 IM 66SSISM LICENSE?!/, ------- Tube mull vie F (18) 69370 1 N/A I INIA-1 WA 666517M N0.56705 1.26'.X2.11"X.1261 6063-T 'ETC NOTES: 1)VIEW HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, jQ� 7� is E .125^.740' TOP e6>�'5.-YF 2)SEE SHEETS&S,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR D.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A F P. 8705� N 1.000. 1.000- 062'-1 -A --f.740" .385" .05T 062 4 C)01 4. 4.00" .12V STANDARD CUP .125' 2.626' Z000, 608VI15ALUM. U-Cup 2 ANGLE CLIP 1 X�SECTION 11063-T6 ALUM 6063 ALUM. .126, .125' .126' X-SECTION X.SMION .031" Cl f LU .125"13 z .125' 0 a: .155, CENTER OF ANCHOR HOLE MUST LIE WITHIN U) .376' .375' DASHED BOUNDARY.SEE SHEETS 10-20 FORTHE ANCHOR 0-0,DISTANCE,MAXIMUM ANCHOR -T HOLE DIAMETER:ANCHOR DIAMETER 4 Vie'. E -:E no 1"X4'XA26" 1"X4"X.376' X IV X.375" 5.500, LU (') MULLION MULLION 'r-MULLION cc z C) co 6063-70 ALUM. 6063.Tfl ALUM. 6063-T6 ALUM 3.126" CUT HERETO 5375' .000, P 0 M cp C7 X-SECTION X-SECTION X-SECTION .375" CREATE F-CLIP,SE .376" MIN. DETAL F.SHEET MIN. O.YON f f---1 594" .375" z 1 -q w tow -r-------- r--------I CENTER OF LE r--------- -----------I z N; T ANCHOR HO I M M �O I MUST LIE WITHIN IN. :0 THE DASHED -j (L LZ BOUNDARY.SEE 0 F SHEETS 10-17 Z a 2.E2---4---- -cc ay FOR THE F z Cu Cu 81 6�A. '_ ALI X_ < Z 3.250 4- F ANCHOR 010, tC) DISTANCE. iti M IM L11 0 .loon 3.250` MAX UM ANCHOR HOLE 100 WAMETzx: U) (0 L--------------------- I ANCHOR .624" DIAMETER-ins*, CO U) .820" .8201 . I 824- STANDARD CLIP U-CLIP 2XSANGLECLIP 2 6063-T6 ALUM. IS ami 1250, 1.260" CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. 0063-T6 ALUM. TOPMEW .820' "'1".T. DASHED BOUNDARY.SEE TOPMEW TDPVIEW THE l.2S'X3.2S'XA00` 1.25'X 3.25X.024' PRODUCT REVISED MULLION MULLION 1,25"X 3.94'X.624' SHEETS 10-17 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. 6005-1-6 ALUM, 6005-T6ALUM. MULLION DISTANCE.MA)CMUM ANCHOR HOLE as-un M Build, P=wIth the Florida X-SECTION X-SE-CTION 6006-TS ALUM. DIAMETER:ANCHOR DIAMETER 1116*. Dimenalon[Valve Mullion: DimenslonflIalue On) For Mullion: .9 X-SECTION F 1 3.687 II.X4"X F 1,930- 1.25IX3.kl NIOA-No.. 17-0630.01 4 1.000 _ G__J_ 126' .50 0 X.624* Expiration Date 05126/2021 3.469- Aluminum '-'8 Aluminum .3751, 1 1 3.000 I Tube Mullion ��2,31. Tube Mullion BY 1.3774 .121 1.87r .125' MIM 375' F G 0.76 .376" -G 1.125 X.624' 7 ---- --- ------- -T H 2.430 Alunin In H 1 00 Aluminum rn 3.000 Tube&ur I AD 1 Tube Mullion DIAMETER:ANCHOR DIA 131- 3.260 12 12 ... .. r it wcw I I I MULLION &2Z I I F 2;So 1.26�X-3-261 F T.T_ So So 0 2� XAODI 2.875 1-46-Bay Muff 1 .1251 7 F 2.2601 1 H 1.600 Aluminum E So 3v 32SO TW.Muijiva 3.260%5'BAY MULLION 3.2150, 1 1 1 1 TABLE D 'o. I I M 30*BAY MULLION 606346 ALUM. I I I I I w M ------- -- ----- Mull 6053-TO ALUM X-SECTION I Dimension PGTPor[# LYIV/V I'd 4 X-SECTION heet#) mullion Sid.Clip tf-clip k1ole Clip ......... 66364 666111M 666241M 18M OFFSET CLIP 1"X4'%.126'(10) z II .126' .226- I W6348 ALUM. I-X4'X.375'(1i) 686112M 6661123M I 6862CM 664519M No.58705 JT q NOTES: .740' TOPVIEW 11 X4'X.375""1"(11) 68653 S88H2M 6661123MI M242M 666619M rl =-0 1,25'X3,26•X-100'(13)120160t=12 666ii27M 6661124M 6662410W 6FOS115M 126"X3.25' 201811=16 M112SM 6661126M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (3662"Im W0116M 7ck'', N ..•g, 1.25-X3.94'X.624'(16) 20162 6NI117M 666112SM 6602-41M 08-651 kq ... 2)SEE SHEETS 10,11,13-15,119&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, TIM 'tORION 30 Degree(19) 66649 NIA NZA -WA -f5110M 46 Deg 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. roe(20) ON50 NIA NIA NIA 6665illM ONAL IF o A.LYNAM1211N,P.E. L) FL P.E.#58705 TABLE E _ mull -_____ sheet# -� GT Part# ti 2X4�X25'16 union 666261) .�- e ) Mullion Std.cl p ULltp Angle Clip i :'�f`•1�" � -"•�f•-•.125" -"1 F.-,125" �p 8 � ( ) M 666271M 6605117M IT' 2•X6"X.25"(17) 66604 666262M 666272M 6WS113M I STANDARD CLIP 4 I U-CUP + 2X5 ANGLE CUP 2.000° { 6063-T6ALUM. 11 6063-T6 ALUM. i 6063-TB ALUM. oz` NOTES: X-SECTION 2.125' XSECTION 2000" XSECTIDN I 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .129 .125" I •125. N DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T .fL p Z H a U t- 2)SEE SHEETS 1&17 FOR SUGGESTED,APPROXIMATE I( I �1 �' a w HOLE LOCATIONS. F--.1 400•--I �"-1.49D'-»� w Q LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS -5.500' W CUT HERETO 0 W V T 3.600"-'''�`j CREATE F-CLIP, 5.000" 1- 02010* .375" '6 r_SEE DETAIL F. .375" .376 -_--. �-MIN. tY to � a CA MIN. sF$ETa MIN. h=- O w r-------- ------• ----___� __ __ to Z 1 I I 1 T---------------------', z Z z. �' S 1 I £ U 4.000" -r J P 250" -i--- --_ --t- 3.438' re t i_______,._J O .- r 2'X 4"X.26- i i 3.438^ i N 2 cl Q O) Q1 MULLION 3.438" j t- N 6063.76 ALUM. zz I i N i a ca G ..0 0 X•SECTION .375" �_ ---i'--- -------� -- -- L---------------------J MIN. ^ O) Z w o _ M CL" J 0 Y �- STANDARD CUP U-CLIP,6063.76 ALUM. 2XS ANGLE CUP .E> _ < 3: CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. SED FOR 2'X4'MULLION SHEET �=t_NTHE FANCHOR HOLE MUST LIE 6063-T6 ALUM, q Q� Z 0 p WSTFIIN THE DASHED BOUNDARY.SEE TOPViEW TOPVIEW DASHEDBOUNOARY.SEE TOPVIEW s.0 SHEETS I&17 FOR THE ANCHOR O.C. SHEETS 1647 FOR THE ANCHOR O.C. °' �`'� 90.0 DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE ,o •� '..7 DIAMETER:ANCHOR DIAMETER+1/16. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER+1116'. SHEETS 16-17 FOR THE ANCHOR O.C._ PRODUCT REVISED 5,500' DISTANCE MAXIMUM ANCHOR HOLE as com 1ying with the Florida CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16". Building Code E---2000"-••� .375n 3.500"� CREATEF-CLIP. -375" - 5.000' N0A-No, 17-0630.01 rr SEE DETAIL F, EnPirationDat 5!26/2021 MIN. r-SF02ET4 MIN. MIN. l ° Y iMian] e P not contro I I I I I I I I I .250° 6.000' -;--- -T•^- "-�_ 4.688' re r I 5.438' { 5.438' 6.438' i i - 1111 1 r t t I i i `��.SOW L MULLION 2i 2 `•: ' ••410EN96 �(�� 6083-TB ALUM. I { 1 I •.�y %SECTION No.68706 MIN, 1 � ------- - -- -- --------------------- ----- .1 MIN. STANDARD CLIP4- _ U-CLIP :�0, MTO q .250" 2X5ANGLECUF �+ •RIDP,.•''t��ti STOP MEW M USED FOR 2-XX66TMULLION SHEET 17 80TOPPVIIE,DyM' IQFVIEW A,LYI �)IILIL�R,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114',THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. Na ANCHORS 94 HEAD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLETHE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=s6".REFERENCINGSHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH 0172-114"AND WILL MEET OR EXCEED THE REQUIRED ±R sl DESIGN PRESSURE OF-60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 't SEE SEE FROM TABLE 3&SHEET 7,THE 1"X 2�75-X375'MULLION(LENGTH=7Z`�OPENING WIDTH TO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-683 PSF AND WOULD FENESTRATION DETAILS, 0 PRODUCTS SHEETSS NOT BE SUITABLE FOR THIS APPLICATION. r : APPROVAL 23 x FROM TABLE 4A,SHEET 8,THE T'X 2,75'X.650-MULLION(LENGTH-72'.OPENING WIDTH 70')HAS A DESIGN PRESSURE OF+�L72.7 PSF WHICH EXCEEDS THE R QUIR 7T OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE E EMENTS FOR THE LL MULLION E ANCHOR CAPACITY REQUIRED OF 636 LBS. LEHGrH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE-REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ANGLE CLIPS NTH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH El A I THER ONE COULD BE USED,THE STANDARD CLIPS EASIER TO INSTALL. co SEE z MAJLS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS, 0 LU SHEETS rs WILL 3: 2-3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THEU) INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. fn NOANCHORS IN VANOW SILL IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS,ALTERNATIVELY, LU F- THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED To CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; co co co 3Y 3Y (60 PSF)X 836 LBS_ LU 524.91_95 (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 49) Ir- a I OPENING WmTH l 72,7 PSF z d Z z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SIU-THE WINDOW FRAME DEPTH 18 2-318'.THE OPENING REQUIRES A p 110 DESIGN PRESSURE OF+50.0455.0 PSF. ATZ SSS FOR THE VERTICAL MULLION: I- 2Q 1)INITIALLYASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'-105'AND THE OPENING WIDTH IS 36'+36'+1'=73*.REFERENCING SHEET 25, z _cA zz THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH Of 2-&8'AND WILL CJJ C) a EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50,01-55.0 PSF.IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE DETAILS, FROM TABLE 3A,SHEET 7,THE I'X 2.75'X.315'MIJLLION(LENGTH-108'.OPENING WIDTH=SO')WETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15 PSF LU KJLLWDTH-11- SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 0. CO cn FROM TABLE 12A,SHEET 16,THE 2'X 4'X.25D'MULLION(LENGTH=108",OPENING WIDTH m 80")HAS A DESIGN PRESSURE OF+P".7 PSF WHICH EXCEEDS THE REQUIREMENTS w < 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF oil Las z U) U) SEE T 2 FENESTRATION ..' BECAUSE ITIS NOW KNOWN THATTHE MULLION WILL ADD 2"TO THE WIDTH OFTHE MULLED UNIT,THE ADJUSTED OPENING WIDTH 15 36'+36"+2-74°,NOT 73-ASPREMOUSLY PRODUCTS ASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS 11 m APPROVAL THE 73-DIMENSION(3S-12"+35-112°+Y=73°). PRODUCT BE REDUCED TO MAINTAIN PRODUCT REVISED 2S CsMpt I with the Florida r 1 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED NOA-No. 17-0630.01 Building 921e VEMICAL CONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST 13E TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION USING THE STANDARD CLIP WITH(6)3119-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHCR CAPACITY OF 1050 LES WHICH R AN LENGTH SEE EE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. C I GREATER, D Expiration Date 05126)2021 & DErAILS, LE. OPENING SHEETS 2-4 SHEETS FOR THE HORIZONTAL MULL By .JONS: HEIGHT Miaml-?dd.Prod.ct Control- FOR BECAUSE THE VERTICAL MULL WILL BE A 2'Xr X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER H 7. 7 MULLION TYPE COULD BE CHOSEN. IAU1 ION 0) 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'-72+2'=106',REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE USED.FROM TABLE 12A,SHEET 16,THE 2"X4'X.256"MULLION(g LENGTH=42',OPENING HEIGHT-120?HAS DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 UBS. SMILE, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE' IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' d SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE W ANGLE CUPS WITH Z- (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 11-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED i "I I t I I I I I ANCHOR CAPACITY OF 521 LEE. LU LYNIV 36'HDRi,Z 36 R? N MOLL " \.%CEN 4)FOR THE U-CLIP IN THEHCRIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 Las.TABLE 126 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LEE WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPAC17Y REQUIREMENT OF 521 LDS.THE OPENING MOTH FOR VF ANCHOR TYPE IS A#12 STEEL SCREW, RTICAL MULL Nix 58705, FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: +1-64,7 PSF FROM THE VERTICAL MULLION; 0.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ATE THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOUW APPLY TO ALL OF THE MULLIONS, Fr pz VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN L H X L L ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: I xw 71 I PW PW Pw I � /7 j PW .0 FSW-D SHIDH SHIDH SHIDH I PW o N F LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i ,J� HINGED 1 �-✓ DOOR g z z = SGD vi Z EPco m sU I LOADING OF VERTICAL MULLION w .. -0 Pw LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d� . PW z N w I PW PW a S2 MCI' Eo So ' PW 17 S / PW N W Z Y Y ® Of m (n V7 H SHlDH ^ SHIDH SH/DH Z N N Fo F 9 I, SHIDH v m�� � 1Df 1 �' PRODUCT REVISED ' as comp) ng with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION BDA-HoI BDA-Ho ode SILL OF WINDOWS NOT ANCHORED• WITH INTERSECTING VERTICAL MULLION 1 N . 17-0630.01 pW PW HR • I Expiration bate 05!26/2021 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By I MULLION Mla Pro dud Control I -• P HINGED I NOTES: DOOR PW _ PW 1)DRAWINGS ARE Ir RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. I CONFIGURATIONS NOT SHOWN PW MAY BE EXTRAPOLATED FROM a i - THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT •``pNY LYlyN I / BE DETERMINED.USE PW i PW RECTANGULAR LOADING.PW I 3)SEE PRODUCTS'APPROVAL FOR •*; No.55705 ACTUAL ANCHOR LOCATIONS. /✓//I� �'_ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I [� ��Q•••, .A PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j I SG4 �<!/\^ f . I LOADING OFVERTICAL LOADING OF HORIZONTAL A/VL/ - E MULLION MULLION Fl- 587705 LE� i I Ti MIAMI-DADE MIAMI-DADE COUNTY $ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive 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 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 11SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision 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 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 NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.05 CMIAMlinADE CollNrY Expiration Date: July 30,2020 Approval Date: November 30,2017 t //7 e Copy Page 1 s PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTT"x spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16.0714.03) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test-Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203794 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Manuel Ve're4 P.L. Product ControfTxa iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 4 t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTDwED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19.' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 511 Edition(2014)and FBC 6th Edition (2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries,Inc. for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and icing on 07/30/20. Man ere P.E. Product Con r!ol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE 28-118'MAX.O.C. 21-518• �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR FOR ARCH-TOP 54'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-TOP HEADER(SIM.FOR ALL HEADER( 12"MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL 30' 12"MAX. / / WINDOW TYPES) WINDOW T1PES) FRA SEAM SHEET3 -_'l��MAX.O.C. -(f / 1\y0°MAX.FROM 52-1/8''.MAX.BUCK WIDTH SEE SHEETS �j� 1-1/4" B,SEE 30'MAX.O.C. �I SHEET 3 B.SEE A,SEE r T 1 FIXED VISIBLE 12'PAX' / FRAME SEAM D,SEE 899 I j ---f'- -I��I--12"MAX. SHEET4 111-1 1 SHEET3 I LIGHT WIDTH 1__ 30"MAX.O.C. ' 12'MAX. C.SEE A,SEE r �l SHEET 4 SHEET 31 I 12'MAX. FIXED SHEET3 EQUALLY I VISIBLE �- A.SEE r-' -'-l / 12� / 17-71�.D.C. SPACED I / LIGHT 17-7/8"MAX.O.C. SHEET 3t EQUALLY ANCHORSPER SPACED �- TABLES 9-11 I HEIGHT �_ EQUALLY I 17-7/8"MAX.O.C. ANCHORS PER / MAX SPACED I I i / 84' TABLES 9-11 I / / MAX. ANCHORS PER 0 I �. BUCK TABLES 9-11 62" Q I BUCK HEIGHT MAX HEIGHT -� MAX. --r BUCK AS SHOWN X 10"MAX.O.C. HEIGHT X I 4 10'MAX.O.C. X I 10"MAX.�O.C. HEIGHT 4 _ I X j 4 (91.76" --_ MAX.) `. / / SASH 1 1 MAX.O.C. EQUALLY I / 13-314'MAX.O.C. �._—.�.___ •.� EQUALLY 13-3/4'MAX.O.C. EQUALLY L-._.- _____ - • I SPACED 1 SPACED I VISIBLE � SPACED -� SEE ANCHORS PER / �- ANCHORS PF-li LIGHT ANCHORS PER I / SHEETS JJJ / TABLES 9-11 TABLES 941 1A 8&9 •C A TABLES 9-11 I HEIGHT A 11 1 I 6-12'MAX. 8-1/7 MAX. MAX. _ NOANCHORSATS91 �- SEE SILL WEEP- Bf IND ANCHORS AT SASH VISI BLEILL `\ SEE SILL WEEP- B _J NOANCHORSAT BILL SEE SILL WEEP- D�--J 1-114" -� SEESILLWEEP- B 54"MAX.BUCK WIDTHNOTCH DEFAILS, LIGHT WIDTH `NOTCH DETAILS. 54 MAX.BUCK WIDTH ��NOTCH DETAILS, NOTCH DETAILS, SHEETS SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE CAP MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS.................................... ................ 1 FRAME,GLASS&ANCHOR OPTIONNSS ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. .................2 TALLATION,FLANGE 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL L FIN....LHANNEL..4 EQUAL LEG/BOX.....3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INS GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........ 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES......................................11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST...................................12-13 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN -ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISE)] 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 b complying withft Fbmida 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER -RISC 360-10 Building Cede SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM I AL Acceptaneo.d 17-00p-05 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\ i� Rev/slon: 'a Dve wm �vNN,�i UPDATED TO FBC 2017.-JR- By � USER INSTRUCTIONS: 06/06/17 ,�� • VCENgF'•. Pf wni nde PYod9c6: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No.58705 .� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _�• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - = Description: Orown By. PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �O�'.• S TE O ;• (V, 710eo Deto: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i iP '•,.<ORIDP,.•' (941}460'i60D SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ,,'�SS�ON11A��L1 ENG``\ P000�uslwes,17 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN MILLER`P.E. ALL RIGHTS Bl:BFt1VED SeriesSH-L• Scale: Sheet: DroWng No. Rev. INTEGRAL FIN OR EQUAL LEGBOX). RE,p 58705 CERT.OF AUTH.#28296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Description Design Pressure et Type DDescription(Elated from S m Exterior to Interior) Table# Sheet Types Options Contlga Shapes Installation Options that maybe used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:1/8'A Exterior Cap+7/18•Air Space+5116"Laminated;(2)Lites of 1/8•A Glass with.l PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:118'T Exterior Cap+7/16'AirSpace+5116°Laminated;(2)Lites of 1/8°A Glass with.D9D'PVB Interiayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 EquaFLdte, SquarelRect., 7 7/8'Laminated I.G.:3/16'A Exterior Ca +318"Air Space+5/16"Laminated; 2 Utes of 1/8"A Glass Will PVB Intede er 4,6 6 Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 Cap p () Y � 5-18 OrieUPro>riew Arch-Top 8 of the window.:. 8 718'Laminated I.O.:3/16'T Exterior Cap+3/8"Air Space+5/16'Laminated;(2)Utes of 118'A Glass with.090"PVB Intedayer 4,6 6 (#2) 8 Cottage Rectus Top ---through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8•Laminated I.G.:1/9"A Exterior Cap+7/16'Alr Space+5116'Laminated;(2)Utes of 1/B"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8'Laminated I.G.:1/8'T Exleriol+7/16'Air Space+5/16'Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 Box Equal-Lite, ....into 2)(Wood Fmme/Buckstdp-sheet 3,option 1 / 11 7/8'Laminated I.G.:3/16'A Exterior Cap+318"Air Space+5116•Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-10 OrieUProdArch-Top Amh-Top op&8 Through the frame ....into Concrate/CMU-sheet 3,option 2 12 7/e'Laminated I.O.:3116"T Exterior Cap+3/8'Air Space+5/18"Laminated;(2)Utes of 1/8'H Glass with.090•SG Intedayer 7 7 (#4) g Cottage Radius Top of the window...... ,,,,through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 13 718'Laminated I.G.:11/8"A Exterior Cep+5118'Air Space+7/16°Laminated;(2)Utes of 3/16'A pass wilh.090•SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8'Laminated I.G.:1/8"T Exterior Cap+5/16'Air Space+7/16"Laminated;(2)Utes of 3116°A Glass with.090"SG Interieyer 8 7 Through the ....Into 2X Wood Frame/Buckslrip-sheet 4,option 5 Equal-Lite, Square/Rect.,integral fin...... ....Into Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3/16•A Glass with.090"SG Intedayer 7 7 J-Channel 5-8 OrieUProdew ArohTopB 18 718•Laminated I.G.:3116•T Exterior Cap+114'Air Space+7/16"Laminated;(2)Utes of 3118•A Glass with.090'SG Intedayer 7 7 (#1) &Cottage Radius Top Through the frame ••••Into 2X Wood Frome/Buckstdp-sheet 4,option B of the window...... ,,,,into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 815 MAY NOT BE USED IN Equal-Lite, SquarelRect.,integral fin...... ....into Meted-sheet 4, tion 7 Group Anchor Substrate Min.Edge Mln. THE HVHZ ABOVE 30'. Ntegrol Fin 5-8 Odel/PrcMew Arch-Top& Distance Embedment' • (#3) Through the frame •-••Into 2X Wood F 8 Cottage Radius Top 9rame/Buckstdp-sheet 4,option 6 P.T.Southam Pine(SG=0.55) 7/18' 13/8• of the window into Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8' 0.050• "MIN. D 3 (steel,18 8 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451°(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES °A'=ANNEALED A Aluminum,8061:r5' 3/8' 0.050° METAL •H•=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7116' 13/8" SUBSTRATE. / O O T=TEMPERED 3/16"steel Ultracon Connate(min.2.85 ksi) 1" 13/8" UNGROUTED BY KURAR Y AMERICA, INC.PVB Ungrouted CMU,(ASTM C-90) 2-112" 1414' CMU'VALUES / BY KURARAY AMERICA I P.T.Southern Pine(S(--0.55) 9/16° 1.318° MAY BE USED 'SG•=.090'SENTRYGLAS® #12 SMS Steel,A36" 3/8' 0.050" FOR GROUTED --- J-CHANNEL INTEGRAL FlN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33" 3/8' 0.0451"(18 Ga.) APPLICATIONS. O O B Aluminum,6063-T5* 3/8° 0.083' EQUAL-LITE ORIEL COTTAGE 1/4•steel Ultrecon P.T.Southern Pine(SG=0.55) 1" 1.3/8• 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1• 13/8" FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318° —.••I BUCK WIDTH)f--I BUCK WIDTHBUCK WIDTH( FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksl) 1" 13/4' O / cs cn '--"- 1/4°steel Ultracon T C Ungrouted CMU,(ASTM G90) 2-1/7 1-1/4° T � i 114•steel Creteflex Concrete(min.3.35 ksi) 1" 13/4" _ �/ Materiel Min.Fr Min.F. rocon Concrete min.2.85 ksi 2-1/2" 13/,V w 'w w Steel Screw 92 lost 120 ksi 1/4"steel Ult ( ) _ 18-8 Screw 60 ksi 95 ksl 114•steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 1314" Y V0 ]. = r w 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' m m w m J= Elco Aggre-Gator• 57 ksi 98 ksi Concrete min.3.275 ksi 1-1/2" 1318" !j y Eloo UltraCon® 155 ksi 177 ksi 1/4'steel Aggre-Gator Grouted CMU,(ASTM C-90) 2' 2' 1 ' 1 RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco CreteFlex® 127.4 ksi 189.7 loaf 6063.75 Aluminum 16 ksi 22 ksI WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ksl PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 loaf es complying wnb dre Florida Group Anchor Substrata Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETSEy 7'� 0•Distance EmbedmenC r\�� 77llil Rr/xlcn: m n Dare E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" . NY LYNN i� 2112"Ringshank Roofing Nail P.T.Southern Pine(SG=.55) 318° 2-7/16° \`t 'VICENS�c ANCHORS RE-GROUPED. M a,,,Dade Product e P.T.Southern Pine(SG=.55) 112• 1a/8" Q2: �; -JR-06/06/17 #10 Trusshead SMSAluminum,6063-TS' 3/8• 0.050" _* No.58705 (steel,18.8 S.S. Steel Stud,Gr.33" 318• 0.0451"(18 Ga.) - Z Peecnpvon: vro'^'�° x410 S.S.) F Steel,A36' are• 0.050° �� ' 6 - 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pure(SG=.55) 9116' 13/8" TMIN. HREOF 3 •, ZTE ' k/ N.VENICE,FL 34276 #12 SMS i <ORIDp.•' \_� (941}480.1600 Pve: Dab: Aluminum,W63-TS• 3/8• 0.063" BEYONDTHE �c ''F ... G SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,183 S.S. Steel Stud,Gr.33" 318° 0.050" METAL IINA�11 of 410S.S.) SUBSTRATE. A.LVNNM�IL�ER P.E. AMROMnE'r� sad"Modek Scale. SMeb DmHng Ne. Rw: SteeI,A36' 3/8• 0.050' SH-5500 NTS 20F13 MD-SH5500-01 B P.E.R 58705 CERT.OF AUTH.#28798 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 —T- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD +— 1/4°MAXSHIM 16 1/4'MAXSHIM �►-- FRAME OR BUCKSTRIP. -7— I ' SEE NOTE 2,THIS SHEET. EMBEDMENT f 18 L GHT WIDTH 17 EDGE + EDGE D a DISTANCE FLANGE FRAME �L DISTANCE SHOWN 44 BALANCE ✓°� L�^ ❑--EI f4"MAX TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT �a TYP.ANCHOR TYPE. EDGE IRI 30 AND EDGE 2 EMBEDMENT AND EDGE DISTANCE PER I 31 a DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, -" LLLn711 �n n e• EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. fJD�o EXTERIOR 87 4 I `�1 I DISTANCE SEE SHEET 2.LE 2 T •� J FIXED VISIBLE Ll\V\ IILII� FIXED 19 201 OPT.SASH TOP FLANGE I LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME 2 _ILEGBOX LIGHT NOTES: SHOWN BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS: 1 ANCHOR@3.55• 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 `B FROM END AND AT SUBSTRATE-APPROPRIATE21 CENTER.O 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND'y OVER 36"WIDE: DADS APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS @163/8' INSTALLATION OPTION SHOWN MAY 14 45 48 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 114°MAX BOTTOM LOCKS: SHIM #10 OR#12 STEEL 114°MAX, BUCK 50 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, D� THAN 1-1/2'THICK ARE TO BE SASH CONSIDERED IX INSTALLATIONS.IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 DEPICTED AS 2X ARE 1-1/2°THICK OPT. USE EITHER OR GREATER.1X AND 2X BUCKS65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO nF EQUAL RIOR 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX INT RAM WEEP AT FROM SASH END. RESPONSIBILITY BILITY OF THE ENGINEER IGN AND INSTALLATION IS THE fJD�o SHOWN ullpro NOTCH ES AT BO EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM as¢ plyiag-m tlm FwIda BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH B ildiag C°dc �t EQUAL-LEGIBOX 1!4'MAX SHIM 1 I 1 l t/ FRAME INTO METAL FRAME INTO METAL_ Acccplanco Nc� FRAME SHOWN m�00�_� 1\1 // Ex imt DI G 0 �` .. ..N i ReWtoa: By .27"X 1.25' ,'- NO ANCHORS `� a,•'•\,10ENSF'•.���✓� Miamy Dedu Product ow i .WlCOVER E O REQUIRED IN VISIBLE LIGHT FORMULAS No.58705 38 FLANGE OR _ 2.8T FROM EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.1/2° 'D•'�Q / Descriptlan: Dm @ FIXED LITE:BUCK WIDTH-4.318' �� 6 / •�X` 1070 TECHNOLOGY DRNE FLANGE&EQUAL-LEG/BOX FRAMES J RIDSOWSKI O,n'•, S OF [V` N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i(� '•.F,[OR 1Dp;.•''•\�� 941}480-1600 Title: Date: VERTICAL SECTION B-B BUCK HEIGHT/2-3.15/16• '.,s'sj �G,.` ( SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONAL et 00 CgHT02017 POT DOUSTBIES.M°.ISer--161.del: Scafe: Sheet• Dmlag Na. Rer. ALL BI°Rrs aESEnvPn A.LYNN MLLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#29296 - ~ FROM EACH END. BY ooiA � -�{ 718°NO718'NOM. �- -�{ 7/8"NOM. 718"N M. 718"NOM. 5/16"A/A PVB I 5116"A/A PVB I 5116"A/A PVB I I 5/16"A/A PVB 5/16"H11H SG 7/16"AIRSPACE--\ 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 11/8"!A GLASS--\ 1/8"T GLASS 3116"A GLASS--\ 3116"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR E-79_ 6-79 7&7B (E9__ E0_ 76&-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 718"NO718"NOM. 718"NOM. 7/8"NOM. 718"NOM. 5116"H/H SG I 5/16"H/H SG I 5/16"H/H SG I 7/16"A/ASG 7116"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 118"T GLASS 3116"A GLASS 3/16'T GLASS 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7&79 7&79 7fi-70 7&70 76.79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�{ 718"NOM. 718'NOM. V11- 7/16"A/A SG I I 7/16"A/A SG 112"NOMALASS GLASS TYPES 9THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 78-78 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7 9,11,13 7&7B 7&79 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30•. PRODUCT REVISED c;complying with the Ple" GLASS TYPE 15 GLASS TYPE 16 Bmldiag Code 111 I I I I I/ Zijl tan.No 38 30 i R.Wwon: "" to � By O�� ;.•• 1,ICENSF '•�(� ade Product No.58705 . GLAZING NOTES: _ •' *-_ • •A'=ANNEALED --O De iptfon: Brawn By, TYP.GLAZING DETAIL •H"=HEAT STRENGTHENED %�0 : �2 I [rte 1079 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED O ST TE OF ..� N.VENICE,FL 34276 PVB'=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. !�(C� '•.j"t ORIDP•,••'•��� (941}-080.1600 T1tle: Date: 'SG"=.090'SENTRYGLAS®BY KURARAY AMERICA,INC. S .... SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. S/i IItIII PLOT wnl1°IMEOV:. ltltll1111 µL RIOItfBRESFAVED SeNae/ModeL• Scale: Sheet: Drvw(ng No. R.'.A,LYNNMILLER,P.E SH-5500 NTS 5 OF 13 MD-SH5500-01 B RE.N 58705 CERT,OFAl1TH.829296 TABLE 4: TABLE 6: _ TABLE 6: Glass g class l 5�e De�dlalolllargWe sashIas,,t Design Pmaaum,ltrsflt° ala.Tres. Des nPmssum,lbone e 0.TTYW Design Ralnt ur•I Rsepe lD Wi+dw+ Ramo M) W4Wwv Bask W,mh 6,71+6 b *650.0 R2 "oed SAN°' u W48 52125 +65.01-70.0 WInL 4441 13.5 Eq.WlIa 11.394 +05.0 1-70.0 +B5.0 .700 ReI.L Laval R1 For all window&sash sizes S-datd OalWe 14.517.15.570 re&0 •70.0 +05.0 -700 R2 For OR hd-and sash sizes 28 EquaHite 11.583-14.510 +05.0 -700 .65.0 .70.0 SEE TABLE 9,SHEET 8 FOR sla d rd Pmtsv IIAT7.11..562 +es.0 -las 405.0 -Ino 1 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.O t 21617.25.280 465.0 -70,0 465.0 .70.0 ANCHOR GROUP AND QUANTITY. SlaMrtd Callas• 20858-23.516 +85.0 -70.0 +65.0 700 37.375 Eq.Hlte 17.517.20857 111&0 -70.0 +66.0 •700 slWerd PmMeN 14.517-17.519 +650 •70.0 +05.0 700 0 c Showiest 11.377-U.51e +6&0 -70.0 +85.0 -700 Talkal 17.611-31.811 +65.0 -700 +85.0 -700 O.Iom Ske 28.517-Z7.SB2 +8.5.0 •700 +65.0 70.0 Sladwd Canape 21517-23.SI6 +650 -700 +65.0 •70.0 0 HEADER a EquaFne 2x.51741518 195.0 -7110 +05.0 •'050 O HEADER SlaMmd Pm V- 17.517.20.510 +610 -700 +6510 .70.0 23 art«n Ske 14.517.17510 4650 1.Ino +05.0 70.0 23 I� Sh dost 17.377.14516 +85.0 -700 465.0 .700 �� o e Tallest 31.583.35.911 "SO -'MO +65.0 700 SlsMed Ceases 21517-31582 +611.0 -710 405.0 -70.0 . Equaft 20517-11518 4850 -700 +85.0 -700 0 0 MEETINGRAIL 48 SWKWrd Pm4m 17.517-20.518 -Me -Ino +05.0 -70.0 � o Q O MEETING RAIL C+mlen5ke 14.617-17.516 +ei0 -MA +654 -700 P8 6 C,vlonlska 125n•I4.5te .6&0 •To.o .811.0 -7230 27 5 .54417051 11.371-12.516 +Bi0 -70.0 +65.0 - .0 EXTERIOR EXTERIOR ° TaIWI 33.205.37539 4650 700 +85.0 -700 l� Slwdad attopo 23.517-33207 4eio -700 -NO .710 23 0 O Equamte x517-261i19 +MO -710P.65.0 -70.0 29 JAMB _ <9.@5 Custom Slm 23517-21.578 +65.0 -RO -723.0 JAMB slaMNd Pessw 17.51T-20.610 +650 -7110 -70.0 EXTERIOR SASE{ EXTERIOR SASH Qs_ske 14.517-17.518 re&o -710 .70.0 HEIGHT (� HEIGHT Cmtwnske 1617-14.51! +e&o -70.0 710 stadeat 11.377-6510 .65.0 -700 70.0 7.023.51 38.517-41441 +05.0 -RO •70.0 Stmdard C itpe 31.517.36.516 +6&0 -700 -70.0 23 Egawl4 21517-31.516 +say -7110 710 29 Qswrdard Pwaw 10577.28.578 +e5.0 •70.0 +05.0 -leo SILL O 02 C4ekm S. 1061,-21.516 485.0 7176 45.0 70+0 SILL W1vm O IIyuIll SO. 8& i 17.517-20.578 + 0 -70.0 +66&0 •70.0 Cs14.517-13510 +ORO -70.0 485.0 511 �� Qatem Ska 13.017.14518 +e&0 -70.0 +15.0 57.3 Shae SlFatest 11.064-13.018 +Gip •70.0 +65.0 815 Tdbal 3k5tT-41544 +85.0 •70.0 +65.0 -70.0 Cwlom Ski 315IT-39.518 +65.0 -70.0 48`,.0 -700 Eq.WW 5.517.35.610 +610 •700 .05.0 -7115 75 Wlen she 32517.35.618 +6&0 -TOO .05.0 -700 SECTION DETAIL FOR WINDOWS WITH stanmdPr ka, 27.517-32.516 4650 -70.0 +05.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 astgmshe 26.517.29.518 +6&0 .70.0 4054 57.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Slmdest 25s1e-21516 -Me I-710 .65.0 5&11 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& EgIWAW 36.517-41.1104 .Bio -70.0 .611.0 710 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) as 02371717 she 3.5.51,-.5.516 111+5 -TO. res.• 5 3 CONFIGURATIONS) PRODUCT REVISED $NNid P,W.N 31810-5.518 .050 -7170 +840 815 91.78 Twbsl as complying wit].the Florids SEE TABLE 10,SHEET 9 FOR ANCHp OUP AND QUANTITY. Building Code "MIN.SASH HEIGHT=WIND WEU II�MT 50.136 Aa��.N1 ' E 7723 i WeIVZ C\ •.F Miami Bdaproduct No.58705 NOTES: Descrip7lon, Dm-By: NOLOGY 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. % OWSKI TECH Oe�•'. STTEO -!��� N.7VENICE,FL DRNE DESIGN PRESSURE TABLES J ROSata: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. /7.57.5/ONAL�NC�\� (841}180-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7111 I I 1111111 Palu90 syltmov w_ Sedes/57odel. .562310: Sheet Drawing No. Rm ONTHE TABLE. A.LYNN"68705,P.E. AU RT.OF RIGHTS RESERVED SH-5500 NTS 6 OF 13 MD-SH 3500-01 B P.E.fi 59705 CERT.OF AUTH.({28288 TABLE 7: TABLE 8: at.. TYPB 0011410 Gmn GIe0977y! 8eiom Sash 0.72,16 dit8 Oeecdplt4nhphul gB4M177a19m Onion PTH9UfE,Ib&!R2 13814 D.opum tg7pNw �as�Haight D491pn Pmxu.Ib.W RBlnf.4Bw1 I7mgeDWnduw RBepe Ile) Bu009Ndf1 RelOf.Loral R-W@wIMOw F-0.Om Mau+'Btea Wien 9N 0 FkmShoral upt.46 48 52125 54 3 NtlgMSRRw 18 24 32 36 40 1 40 52125 54 c 29.5 Equal8le 11.394 .7D,0 1-110.0 1+70.0•110.0 .70.01-110.0 +7110-tido 235 Eq.."ne 11.394 •70.0-110.0 40.0•170.0 •70.0-11D.0 •70.0.110.0 •70.0-110.0 -70.0-110.0 70.0•110.0 +70.0-110.0 Stetlatd C4aB9e 14517-15.870 470.0.-110.0 +70.4-050.6 470.01-110.0 .7Rp 0100 meede,d C4nage 14517-15ATQ +70.0 AMC +70.0-110.0 +7Q.0•110.0 +7&0•1100 +70.a•10.0 .7Q.9-770-0 70.0•110.4 E.H.26 EqudJile 11.503-74.518 +70.0-110.0 -70.0-110.0 +10.0•710.0 +710 -710.0 28 E4ud40B 77.583.10.518 Nd0•110.0 7D.0-1140 70.0-710.0 +70.0*710,0 +70.0-710.0 -7 -110.0 +70.0•710.0 +70.0•110.0 Sten6 dPfoMw 71.38-11,6 170-0-i TOA +70.0-770.0 .7oA-110.0 +71-00-110.0 gbtgBrd PtvAew 17-377-11502 +70.0-110.0 7a0-1100 •700-110.0 •70.0-1140 +70.0•110,0 70.0•170.0 :70.0•510.0 -me•110.0 Tdlen 23,617-25.286 +70.0 410-0 +70.0-110.0 +70.0•110.0 +70.0-710.0 T9114et 23.617.25586 •70.0-1 00.0 -70.0-110.0 70.0•110.0 •7D.0 •110.0 +70.0•110.0 •70.0-110.0 +70,0-110.0 +70.0-110.0 HEADER &tudad CologB 24858-23.616 *MO 410.0 .70.0•110.0 +10.a.110.0 +7110.110.0 5107481 Cg0Bp8 20.959.23.51@ •70.11•119.0 70.0-11&0 +70.0.110.0 70.0 410.6 70.0•770.0 •70,0•110.0 ,70.0•710.0 +700•170.0 37.375 EqudJdB 17.517.27.857 +70.0•110.0 +70.0 410.0 +70.0.110,D +me-100.0 37.375 EquaHSe 17.517.2D557 .70.0•110.0 +70.0-11D0 •704•110.0 .70.0-110.0 •m0•ito.a 70.0•110.0 +70.0-110.0 •74.0-109.0 25 BYandmd Probwr 10,517-17.518 +70.0-1110 +70.0•1100 +70.0-170.0 +70.0-110.0 standaNPfwlew 14.517-!7516 •700•1100 •70.0-110.0 70.0•110-0 +70.0-170-0 •70.0•710.0 •70.9•1140 •70.9-110.0 *U1 70.0•1a,q sigdast 11.377.1.676 x70.0.110-0 +70.0 410+0+70.0.1070 tm0-103.0 gnamil 11.311.10.510 +70.6-110.0 x70+0•110.0.70.0-1110 +70.0•110.0 +70.0•110-0 .700•110.0 tO.D•107.0 •70.0•103.0 0 T.I et 27,683-9Loll +70.01.110.01+70.0 .00.0 +700 no +70.0 -80.0 Tolot 27 3.31.011 70.0.110.0 710-110.0 70.0•110.4 +700-110.0 +70.0-110.0+70.0 98.0 •70.0 -03.0 -70.011-80.4 Oat4m She 2@.5/T-2L5� +mo-11D.o :7D,o 41D.o +Too-ito-o+Tao-tla0 0111-8Ca 26.517.27582 +70.0•rD.o+710-110,6 +7aa•Yso.O 170.0-1100 t0.o•110.0+mo 0100 7a.a-710.0 7aa•1111.0 MEETING RAIL StandeN CoOapn 23.677-28.518 +70.0 AIDA +70.0-110.0 +70.0-710.0 +70,0-710.0 SIBMa1d CBllOge 23.517.26.578 •70.0-110.0 +70.0•110.0 •70.0•110.0 70.0-110.0 710 •110.0 +m0-170.0 .70.0 •110.0 +70.0•170.0 o Q 44 Epta7bRa $1.617-20.518 �m9 476.0+Me 4110+me•110.4 +m0-0!6.0 s4 EgOai@e 20.54-23518 70.0•110-0 .m0•510-0 +79.0-Ilg.o *70.0•110.0 +70,D-110.0 •70.0-1100 +70.6-1140 70.0-770.0 D Shrdatd Pm&w 17,517-20+616 +70.0-110.0 170.0.110.0 1m0 •110.0 70.11-170.0 9latdard PrgBlew 17.517.20516 +70.0-110.0 •740-110.0 H0.0-110.0 +70.0•110-0 70.0•110.0 -m0-110.0 ,70.0 410.0 +70.0-110.0 27 aetom St. 14.517-17.616 170.0.170-0 tO.Q-ttaa+70.0•170-0+740•110.0 CumBm sRq 1.577.17518 •mo•710.0 +70.0.2t0.II+m0-510.0 +70.0•119-0 +74.0•110.0+mo 4100 70.0-110.0 +70.0 410,0 EXTERIOR Smdert 11.317-71.616 170.0.110.0 +70.0•110.0 +70.0•107.0 .m0•103,0 shorleat 11.377-14.510 -70.0.110.0 +70.0-110.0 .70.01-110. +70.0-110.0 +70.0-510.0 ta0-170.0 10.0•107.0 +70.0-103.0 Tema 31.603-35.911 +70.0-ttO.0 +70.0 -98,0 .me no +m0 -Me T.1.1 3t,583-35.811 -70.0.110.0 .70.0-110.0 70.6-110.0 +m0-110.0 .70.0•7140 tae -09.71 70.0 910 .lag 9no Smndatd CWaVe 20.577-31.582 -70:0-1110 +70.0•710.0 +70.0-110-0 +771.0-710.0 91Bnlerd Ca08pe 2x517.37.502 +70.0•110.0 •70.0•110.0 +70.0•10.0 .70.0 •110.0 -70.0-510.0 +70.0-110.0 +70.0-11n0 -TO.0-710.0 JAMB 2rJ Equd4te 20.677-26.616 170-0•110..9 170,0-10.0 +70.0-170.0 +Te.Q.110.0 Eq."o 20.517-20.516 .740•10,0 .70,0-110.0 1+74.0 1•110.0 •70.0-110.0 +70.0-1700 .70.0-110.0 710•110.0 +7010-110.0 48 StendaM Pooiew 1 17.517-20.515 +70.0 2140 +70.0-170.0 +70,0-119.0 .70.0•110.0 49 Standard Pmlow 17.517.20516 •700•1iDA +700_-1100T_-70_9 t•1100 •70.0•10.0 +70.0 •110-0 70.0•770,0 70.o.110.0 70.0•110.0 EXTERIOR SASH pBbm Sae 14617-17516 170.0.110.0 .700•1140 +10.0-1100 .70.0-1100 Pidnm size 14.517-17518 1740-770.0 +70.4-110.0+70.01-110.0 70.0.110.a +m0 -710.0 +70.0-110.0 +70.0-1/0L0 +70.0-10,0 1 4 .1100 HEHEIGHTCultom Size 12577.14.bte +70.0.110-0 +70.0 -7D.00.0 a-1 -M..0-110.0 Qol.re She 125i7-14576 +70.0-110.0+70.0-110.0 7 •l -70.0-110.0 0.0.170.0«JOA cx .T0.0•1D.0 +70.0-100 -70,D-110.0 ShMesl 11077-18516 +70.0 410.0 +70.0-110.0 +70.0-110.0 +700-110.0 Sbmtesi 11.3T7.12-516 •700.710.0 +700•110.0 70.0.110.0 70.0.110.0 700'.1100 .70.0-110.0 76,0-11&0 70.0-110.Q SECTION DETAIL FOR Q 7811111 31210-37.630 .71,0.1o.o +70.6 40.0 +10.0 -no +700 900 o TBOest 33208.37.536 700-140+700•110.0 •70.o•1n0 +70.0-110.0 -70.0-110,0+70,0 49.0 7a.0 920 •74.0 900 WiNDOWS WITH Q sundaq CoOepe 2xs4-33.271 +71.0 mo.o 110.0 4110& .70.0-110.0 +7a.0-1700 y snntled a4tla9B 20.517-3320] 70.0-1m.o .lo.o-10.0 +70.0-10.0 70.0 -110.0 .70.o-10.0 70.0-14.0 Ino-10.0 470.0-110.0 LEVEL 0.3 REINFORCEMENT 25 Egdeb7e 21577-2&5]8 +70,0-110.0 +700 4/20.0 +70.4-170.0+70.0-110.0 ag9atm. 23617-28.510 -70.0-110.0 .70.0-110,0 +m0-110.0 +70.0-110-0 70.0-110.0 170.0-110.0 700-010-0 •70.0-170.0 Lune-1 _ 20.617-23518 +70.0-110-0 +70.0 410.0 '70.0-110.0 +TO.o .110.4 Won,stn 20.517.23SIB 70.0•110.0 .70.0-10.0 +70.0•1o.D .T�.O-1140 70.0.510.0 70.0-110.0 70.0-110.0 1'70.0-10.0 &GLASS TYPES 9-16 49e2s O sC t-sh. 144"V-0.616 .m0-110-0 «70.0-110-0 +70.4.110.4+70.0-itOA 49.E S(md4N Pt6fBw 4.54-20.576 +740-199 •m0-110.0 +m0-0116 71.0 Al" +711.0-10.0 Na0-10.0 +70.0-170.0 +70.0-10.0 $ILL auslam sae 19.517-17.618 +70.0-110.0 +70.0•10,0 •70.0•110.0 .70.0 •110.0 0'510mst'. 14.517-17510 +70.4-10.0 70.0-10.0 +70.0-10.0 -70.0-1100 70.0-10.0 -70.0-10.0 70.4.110.0 70.4•104 (REINFORCEMENTS SHOWN C.0. Sae 12517-14516 +TOA•1102+700-10.0+mo.110.0+70.0-1100 Cudgm9he 12.54.14516 •700•1160 .740.110.0 +mO-100 +70.0-1100 +m0.t1n0 70.0•110.0 -740•110.0 70.0-5110 IN FIGURES ABOVE APPLY slnne+t 1.30.-11618 +70.0-710-0 .74.0-110.0 +m0-110.0 +70.0 4100 snonfa7 Y7.3n-52510 ta4 410.0 tD.O-710.0 .mD-10.0 7o.D•10.0 70.0-1100 -70.0F1100 *To.o-10.0 4x0.0-110.0 TO ALL CONFiGURAT10NSj TDibst 34,517-41.044 -MO-110-0 «70.0 400 +700 410,0 .70,0 410-0 Teiim! 30.517-41.644 .70.0-110.0 +7aa•1140.70.0.110.0 +70.1-1100 +708-710.0 +70.0-1109 «roA-1100 +70,0.705,7 SOudee CoMN. 31.517-36.518 +7oA A10-0 +70.D•110.D 70,0-110.0 .TOA•t10.0 su dwacm9l 37.517-36516 +70.0•110.0 .70.0•110.0 +m0•1101 +70,0-110.0 +70.0.110.0 .740-100 70.0•110.5 -70.0-103-0 o Equd6te 24617-31.516 +700-1104 +10.0 -110.0 +70.0•110.0 .70,0-110.0 EOuaHOB 2a517.31.51d •7110-110.0 +710-110.0 -m0•110.0 +70.0•110.0 +700.110.0 +70.0-100 10.0-197.8 -70.0.1024 Standee P-low 21517-28.615 a70.01-110.0 -70.0•110.0 -m0•1140 -70.01-110.0 SlOmtare PTalaw 21517-20516 +TOA•110.0 700.1110+Tao-110-0 -70.0-110.0 +70.0 410.0 70.0•110.0 170.0•119.0 70.0•105.2 e2 Cusinln she 20.517.21518 +700•110.0 +74.0-110.0 70.0-110-0 '700-110.0 62 CudOm 90.0 20.517-23516 70.0•110-0 70.0•10.0 .74.0-10.4 70.0-110.0 +70.0 -110.0 70.0-170.0 70.0•110.0 •70.0.107.0 - tLafg95a4 /7.517-20518 +770•1102 +700.110.0 +70.0•1ta0 +700-110.0 cudOm 9100 17577-20516 +70.0-110.0 170.0-110.0 -7D.0-110.0 -710.110.070.0•710.0 +70.0.110.D -TO.D-110.0 •700-109.4 Qatemt si.e 14,617-77.615 +700 1-1 WD +70.0-110.0 +70.0 410.0 +70.0•1100 Cudam BW 14.517.17516 70.0-110.0 •70.0.110.0 +70.0-170.0 -70.0-SD8.0 -710-1026 700 oo03 70.0-970.5 .70.0-500.5 ' n,o,e St. 11017-14.518 +70.0-110.0 .70.0•7/90 +?Mao.1la0 +7aa•1140 Cud9m She 13017.14516 +70.0•110.0 •70.0•11001•700-10U.2 -70.0-100.7-70.0 47.1 -700 -04.4 -70.D 94.4 +70,0 444 Shel.11 11.804-13.016 +70.0 1410.0 +70.0 410.0 .7&0.110.0 +70.0-110.0 ShOMsi 11.864.53216 -70.0-110.0 70.0 .110.0 170.0•1018 -70.0 47.0 1+70.0 413 1-70.0 40.1 +70.0 460 +70.0 410 TOM X517-41X64 +70,0 410.0 +70.0.1taa+70.0.1144 .76,0-11ao Moot 31517-41.604 •70.0-110-0 +70,0-110 +70.0-510.0 -•1110 +70.0-114.0 •70.0.110.0 +70.0•1015 +70.0 46.0 Custom Slae 3&517-30.516 170.0•110.0 +70.0•110.0 +70.0•110.0 +70+0-110-0 CudgmghB 3&617-30516 -70.0.1100 •70.0.710,0 +70,0-110.0 +700-110.0 +70.0-110.0 -70.0-110.0 +70.0-101.7 +70.0 90.3 Eqw 1. 356/7-38.618 .700-110.0 +700.110.0.70.0-}Tao no-1700 Eq."e 36.517-38516 -70,0•1109 •70.0.110.0 -70.0•110.0 .mO-770.9 -70.01-110.0 +To.4-110.0 +70,0.100.4 +740 45.0 1 75 C161e11 Sae 32617-35.578 +70.0 410.0 470,0 •110.9 +70.0•110.0 70.0•11x0 75 Cudom ehe 32.517-35.516 •70.0-110.0 +70.0 •110.0 +70.0-110.D +70.0.110.0 +70.0-111,0 -70,0•111.1 -70.0-100.7 170.0 45.2 StandaaN'cw 2&517-32.6!@ «70.0-150-0 -700 1 410-0 .74.0.110.0 +700-100 gtarnatd PltNew 24577-325/b •740.110.0 •70.0•170.0 +70.0-110.0 :mo-106 70.0-170.0 70.9•768.6 +710-101.6 70.0 -0xt Cusbm she 28,517.28.(518 70.0-110.0 +70.0 -110,0 70.0-710.0 +70.0 -110.0 cudem 020 28.577-29.516 •70.0-110.0 •70.0 .170.0 +70.0-107.8 70.0.1024 *70.0 48.9 -70,0 40.4 +70.0 98.4 70.0 48.1 SiM+st 25578-26.618 -700 410-0 170.4•it oA 70.0-t10A +70.0 .11010 Shaft t 26618-2&516 •70.0.119.0 +70.0 •]10.0 r e.0.104,6 740 48.1 +70.0 95.4 70.0 924 -70.01 624 1-70.0 424 Equd4te 98.517-41.841 +70.0-010.0.700-1140+70.0•710.0 +m0-110.0 EquaHNO 3&517-45,b14 •76.0-110.0 +70.0-110.0 -70.0-110.0 «m0•100 +70.01-111D +70.0•1099 +700 46.7 .700 41.1 GLASS TYPES9THROUGH B0. gntom Sao 35.617.38.610 +70.0-116-0 +70.(1-170.0 70.0-110.0 .7a0-110.0 94 Cudem She 35.577-30.518 70.0-110.0 70.0•110.0 •70.0-507.8 70.0-1024 -70.0 4&9 +70.0 -08.6 70.0 48.4 +>0.0 41.6 tO MAY NpT BE USER.O= srndardP.wew 33@16.35.518 1702-110.0 +70.0-0140 +76.0-7106.m0.Ina $tBrTOdPlol- 31018-35518 470.0 410.0 .7a.a-10.0 .70.0-wzs 70.0 9zo •Tao 43.3 +70.6 9o.r •7a.a 40.9 *mD 41.0 J-0HANNELORINTEGRAL PkODUCTREVISED 81,70 Tdled "-47.049 170.0-I l0A +70.0•110.0 +70.0•170.0 rm0-170.0 81.78 T011ast '••d1.8M •70.0-110.0 +70,0-110.0 +70.0-7428 +710 97.0 -70.0 413 +70.0 40.1 +70.0 90.0 +70.0 90.0 SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. FIN FRAMES as complying wsih the FloeiJa FT1PTdad ' MIN. AS " ing Ce HEIGHT=WINDOW BUCK HEIGHT-60.136 ••MIN.SASH HEIGHT BUCK HEIGHT-50.138 A t4 Y•4�f13 �.�``QNY LYNN `'�., Revtseon: Expimtfo4&ata ti . '.10ENg ';�C`�i BY '•(f� IvtimnI ado Product ChlTDo{ NOTES: No,58705 •� •0 = Descr7ptdan: OmiTn try: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. �Z 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSI{I STA O N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i� R fie; �((`�••-,CORIDP.•••G\C�' (041}480.1800 Date: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��`SfO E.N��� C0FYFftlT*2Q1T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 d, (�NA''L±±tt �1 ALLL REs�vm /M ON THE TABLE. 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-- .062^ .060 j4F7- 1.185. 1.184' as � 1.483' ^a � 1.483 as � 1.4183 as 1.483' .070' ��� i[�J}7� �I 1 ��o[�❑ 1-l oo❑ o�❑ j gn u lb - 1 t�} .715•. 070 1_ _1 -1. 1111 11 LLII .810,.625' ELFRAME 625• FLANGE FRAME FIN FRAME EQUAL LEG FRAME T 1 f •150" 1.375` O HEADlJAMB O HEADMAMB 1.975• O HEAD/JAMB O HEADMAMB LIGHT SASH HD SASH 23 REINFORCEMENT O REINFORCEMENT 3.483' �{ 1 070• -�{�- 1.182• �- 3.483' �{ 3.483' -moi 3.483' �-{ _L_. .070' -►��- .062' -�-IF� .062" -��- .082• ,.036" 1.041^ O -��- .062' .791" . 0 � T' 1 ���u���� I3o• O 2.444" 2.444' 2.444 O -}� 1.331' F� 1.340" f►- 2444• 28 STANDARD a 27 REINFORCEMENT HD MEETING RAIL MEETING RAIL `aF---- ❑ � r I❑ ��OO REINFORCEMENT 0 0 � Off❑ .625' O OFRAME SNEL ILL 825" FLANGE FRAMEFIN EQUALLEG 375" T O O FRAME SILL 1 375" �7 SILO FRAME SILL 1, r L 1.872" +� � 1.641' +{ ,215• 2.,00• 1.472• 1.565' 1.630' I I CJI 1.376' 2.176' I ,065" .065" 1.375' " --% I -590 0974' .590' .471' 590'355' 0" .050' .050'035 .070°1231' �•+- 1.000' �- .060'SASH � .070Hrfl 14 P LIFT RAIL LIFT RAIL BEVELED BEVELED MEETING RAIL 18 SASH RAIL 17 FIXED BAVER LANCE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 2, INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as complying with tl=Ftorida B'Oftg Code 3� Revision: 1111 t 1 1 1 t i l 1j1, A•,:aplaaco No 17, �Ar205 . I ��\�� ..• /� ''i 'G4piratioo Date .376' .300• I� ��.•'••410ENSF•.���% Op -►{ .B6o4" .175• tC�% bf�4sui.. .754' .750' _ * AATE No.58705 :035' -+{�+- .025" -�{�-} V Description: Omwn W.LAMI IG EXTRUDE ROLLED '� 40 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI OBEADING 80 SCREEN FRAME SCREEN FRAME .(� aF g N.VENICE,FL 34275 O O ��s•'•.ZORIDP,.•'G�C;�� (ya1}460.1600 Atte: Dote: ,10NRIO AL 00' COPYHT02017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '11111111111 P°r9619TRIE9•PIC. Settee/Model: Scale: I Growing No. Re, A.LYNN MILLER P.E. SH-5500 NTS 11 OF 13 1 MD-SH5500-01 B P.E#58705 CERT.OFAUTH.#29296 D SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL BIII of Material Bill of Material,cont SILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 16 1 620101 Single Hung Frame Head&Jam -TChannel 720197 Auto Lock Mechanism C Steel WfTH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SWDH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 1 620107 SH/DH Frame Sill-Fin PVC 51 420181 L/R Beveled Tilt Latch Comer Key PVC 8 1 620108 ISHfDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 141 620131 IFixed Meeting Rail PVC 53 7634PFFL #6x 3/4"Ph.FH SDS(Comer Key Screw) SS 76 4SG TPS SPACERD NXTTm 16 1 620129 ISash Rall(Sides,Tap&Bottom) PVC 54 420183 Tilt Latch PVC 17 1 620134 IBalance Cover PVC 55 420184 Tilt Latch Retalner PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1'Tilt Latch Spring SS I ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT'FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Till Lerch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 All 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. gEAL 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast 2tnc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rall Reinforcement 6005 T5 All 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 778588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lam!I.G.Bead PVC 32 61719 Weatherstrip,.187°x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstri Plug,.220'Flnseal 75 71646N Setting Block(718"x 1"x 118"),85+/-5 duro. EPDM 1rn 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting screw) 80 81012 Extruded Screen Frame Alum 7s DURASEALO 79 XL EDGE . 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61MOI Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720X1000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635!61614 .140"Screen Spline(Machine(Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part* seri ptton Material PRODUCT REVISED cs cnmply,°K wkh rhe Flo ids 76 Kommerling 4SG TPS Spacer System 9unain3 code 111111 rcccpL=ceNo 17-D630.a5 See this 77 Quanex Super Spacer nM with Hot Melt ButylNAV r 78 Quanex Duraseal Spacer MateriaSheet ls :�ir ON cENSF /�!�'� Re�> nX.a aapena�l 'mom 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-0717,8966&8970 =*: N0.58705 �- �-�-�Q: 1070 TECHNOLOGY 13 ME BILL OF MATERIAL(BOM) J ROSOWSKI D,n STATE OF ��� N.VENICE,FL 34275 Title: �•: �0s '•c<O...... •'���: (e41r4eo-1soo SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �''�S70NAL ENG•` 00FMo1rt02o17 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FORAAMAEXTRUDER CODE. /1/1111111%I1 RKDra OT�' Suiea/Yed�h Scab: Sheet: OYeNn9 No. Rar. 2)ITEMS#9-13.15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 M D-S H 5500-01 8 P.Ei158705 CERT.OF AUTH.42.9298 OPT.SWEEP LOCK 46 rr qgOPT.AUTO LOCK 20 67 �l 8 OR 58 51 OR@52�- 1 85� 45 OPT.PULL RAIL 1-82 ORS 19 INTERLOCK C 86 7 OVER 56 OPT. 1 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 • CO. FRAME WELDS 18 54 72 X4 16 72 X4 53 80 81 OR ) OR SCREEN P'RPGXAIS 49 60 OPT.PULL HANDLE 6ASSEMM BLYLy 114 WITH LATCH jD-ETAILSLS 4140)CONSTANT FORCE OR 83 BALANCE -- ---- - OR OPT.PULL 40 OR --@@ SPIRAL-BALANCE HANDLE 63 1 67 6 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS DETAILS - EXTERIOR --------- ------------ RODUCTREVISED ,s—plyinguith the Florida.......... AcccptBBuildingnco Codc P-05 ----------- No Expinuio NY y Roftl= By FRAME ASSEMBLY10• MLvui clellixxfuct Co DETAILS No..58705 Dnciwn By, Decriptim 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY j ROSOWSKI EXTERIOR - % N.VENICE,Fl.34275 NOTES: 0OF 77fl.. Df.: (941}480.1600 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 's� .......... SINGLE HUNG WINDOW INSTALLATION LM05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. PC0FYRIWffGT INDUSTRESC2.0Il7NC. S.,f.q1?A.d0: 1'. TAILS ON SHEETS 6&7. 1 &LFUGMPE-93WM 3)FOR REINFORCEMENT TYPES,SEE DE 'kMR\P'.E. 00-01 B BOTTOM LOCKS A.LYNN SH-5500 1'5NT, Ish",,'** OF 13 JI)MM-SH55 USE EITHER SASH TOP LOCKS OR SASH BO - P.E.#58705 CERT.OF AUTH.#29298 - 4