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HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionJr (�" � ✓Y"yN" MIAM11"���' N ,� ' MIAMI-DADS COUNTY RN Not a,� �- PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARMENT OF REGULATORY AND ECONOAMC RESOURCES (RER) Miami, FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 t 5-2590 F (186) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv ntiiiiiidn(lg.tovleeoitaml POT Industries, Inc. 1070 Technology Drive North Venice, TL 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 AHI (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 AH.1 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 =lI'" W il'Frttc a ittint�Iis�lVltalklintuaL►a'i*.!� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", slieets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, 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. RE, NE 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 uifter 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 tenninate 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 (lie user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA# 17-0630.01 and consists of this page 1 and evidence pages E-1 and 1-2, as well as approval document mentioned above. The submitted documentation was reviewed by Wang Zhae, P.E. 4 =4A1AMA134t1rt11.YRDi4 nv � Nrti NOA No. 20-040fi.03 o s , Expiration Date: May 26, 2026 t 08/20/2020 Approvat Date: August 20, 2020 Page t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBIbIITTED UNDER PREVIOUS NOA's 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 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressuue 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 tluu 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 514 Edition (2014) and with FBC 64h 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. F. STATEMENTS 1. Statement letter of conformance to FBC-5111 Edition (2014) and FBC-611' Edition (2017), 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. Sitting Zhao, P.E. Product Control Examiner NOA No. 20.0406.03 Expiration Date: May 26, 2026 Approval Date: August 20,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "impact -Resistant Altiminurn 'Atbe Mullions", sheets l through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.L. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61" Edition (2017) and with FBC 7t" Edition (2020), prepared by manufacturer, dated 04/01/2020, signed and sealed by Anthony Lynn Miller, P.9, D. QUALITY ASSURANCE 1. Miami -Dade Departnnent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance to FBC-611' Edition (2017) and FBC-7" Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P,E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 11/09/17 and expiring on 05/26/21, Shang Zhao, PX Product Control L'xaminer NOA No. 20-0406.03 Expiration Date: May 26, 2026 Approval Date: August 20, 2020 R-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE V MULTIPLE [----47PEN=VdM. —FDRV'cLUCL MULLIONS � 1 SHMF2�p 3 s SEE DETAILSI A 711RL1 G; SHEM2-a 1 3lORROMAI- FFFF----- xOLL IF37C7,1 /SEEDETAw A.7,lAH: sl�Tsz-e MORCCNTAL - MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: WALwm- � I L OP MULL LE LLQ1GT11 Y � 4 SINGLE MULLION SINGLEMULLON '1 SEE CORPM PONDLNGDETARS L PROMF[GIIREIABOVE CODES [STANDARDS USER .2020 FLORMA BUILDING CODE (F9C),TTH EDITION +2DIT FLORIDA BUILDING CODE (RrIC}, SIN EDITION -ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCIION OALt1MINUM DESIGN MANUAL,AOM-2015 OAISI S10046 &ALSO 35TY/8 GENERALNOTES 1) D-ETAILSSHOWN ARE FORTHE MULLION ONLY. ANCHORS SHMVN ARE IN ACDITIONTO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICAT10NSARH SHOWN. EADHSITUATION IS UNIQUEAND SHOULD BE EVALUATED BY AN EXPERIENCED INSIALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL 1X OR2X WOOD SUCKS IF USED. MUSTBE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS. THE'iYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MIALM UNFM MULLIONS mMWE HAVE BEEN TESTEDAS-FRccFLOATINGAND00NOT NEEDTOBEDIRECTLYATTACHEDTOTHEMUUlONCLIPS,BUrSHALL sxEwarmGWM NOT HAVEACAP OFMORETHANIX FRAM THE CUP. SRnrs M THEANCHORAGEIIM'KO05 SHOWN HAVEBEEN DESIGNED TO RESIST THE WIIDLOADS CORRESPONDING TOTHE REQUIRED DESGN PRESSURE. MULUONSARE CALCULATED TO DEFLECT NO MORE THAN U78O. THE 1T3STRFSS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION, THE IS LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIREA5S13NSLY ISTHE REwoxS161LRYOFOTHERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS, 1 5) USETLiE COMBINED WIDTH ORHEIGHT OF ONLY TWOAD.tACENT FENESTRATION PRODUCISTO DETERMINE PRESSLIRESAND 1 ` AONNCLYHOTRWAOGAEDFJOARCETNHTE UCNO[MiSMAOTNAMTUlM11E10WNH.SENEEUESXLNAOMTPHLEESOO-`SNITGHNISPRSEHSESEUTRAENADNVSDHALNCtH24O,RFAOGRETommPLEUNITS•CONSIDER A1 MTABLE& THE LOWESTDESIGN PRSREOFMTNSORFENES FCATtMPROCTSSHALLAPPL/ OPEN NG }IHOR 6')WHIxL FINDING YOUR SQEIN THE MUILIONTABLES, ALWAYS ROUNDUP'TOTHE NEXTSRE SHOWN ON THETABLL-j4 HORIZONTAL, y1U(L » ANCHOR QdBEDMENTTO 6ASEb'WTERLALSHALL BE BEYOND 1hW.L DRESSING OR STUCCO. WDODBUCK58Y OTHERS. MUST SEf DETAILS _ BE ANCHORED •3 ASAPPROPRWTE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIAL- S SHALL BE PROTE'RED AS REWIREDTO PREVENT REACTIONS. FENESIRAMON 8) REFERENCE; TEST REPORTS: FT 440, ELCO ULTRACON, DEWALTIELOO AGGRE-GATOR, DEWALT ULTRACON+NOAS, PRDDUDYSMAY -aEOFANYtYPE 9)MULLIONSANDCUPS HAVE SEEN DESIGNED &TE^I TO COMPLY WITH THE REGUIRFMENISOFTHEFLORIDABUILDING MST SE CODE-ANDAREAPPROVEDFOR IMPACTANDNON�WACTAPPUCATIONS-MULLIONSAREONLY70BEUSED WITH PGTL MANUFACTURE FENESTRATION PRODUCTS L1rcGL 10) MULLIONSARE IN COMPLIANCE FOR USE INTHE HVHZ t---H0i2 snn1LEha.N---j MULTIPLE MULLIONS 11) QUANTITY OF UNITS WITHIN MULTWLE261UI.I --ASSEMBLY IS UNLIMITED PROVIDETHATTHE SPAN AND OPENING WLDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPUES%WMTHE FMUIREMG NTS OFTMISNOA INSTRUCTIONS: 1) OETERM WETHE DESIGN PRESSURE REQUIREMENT II.BSIFT'1 FOR THE OPENING USINGTHE ASCE-7 STANDARD. 2) CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OFTHE FENESTRATION PRODUCTS FRAMEDEPTH• 3)REFFRTOSHEET25TODETFRMLNEIFTHE WINDLOADINGiS'RECTANGULA(TOR'IRWNGULARtLRAPEZOMW- GENERAL NOTES..--_- I INSTRUCTIONS .I ELEVAi10NS-- -..1 MALTO?(VVODD •2 MULL TO Ix MASONRY-._.w 2 ItSTALLAT10N M01t; ----.• 2 MULLTONA• t4RY-_..-..•---3 R=TOSTMSTUD 3 MULL TO MULL-.-_.-----.--3 ALTERHATA7E CUPS. -..-.--.-A IAYMIAL INSIAUAT*X--....--_a 1X2X.MWLLSP� 5 1X2XA75MUILSPE-6 +X27SX 7 MULL SPOS.-_--7 1 X275X w MULL SFZCS----••8 ,X3.mX.4"LwLLSP'GSc —0 1 X 4 X J 25 MULL SPECS-,..--1 O 1X4XA7STU4EMULLSPECS 11 1 XaX.375-L'M U SPECS- lI 125X3.13sX 255NULLSPECS-12 125%325X.180 NULLSPEC9.-13 TZSX 325X.624 MULLSPECS_14 125X=XA2a MULLSPEC&-lS 2X eX25 MITLLSPEfS---. 16 2X6 X 25 MItLLSPECS-.-.- -17 12bX2.11 K.1?S MULLSPECS_ 18 3f Y X 315 BAY MUU.. SPECS-.-19 45^;c2 5HAYMMSPECS__27 NULTON 3CLIPOILIENSION8--_21-23 EXAMPLES 1 E2.------u LQAD8IGEXAMPISS ..z 4) FIND THE CHOSEN MULUONS Id LLULL10N CA PA aaSffq FROM TABLE IA THROUGH 16A ON SHEETS 5 THROUGH 2D RESPECDVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH Or, HEIGHT' (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY THE MULLION CAPACITY aSSlF n OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REOLIIRENtENTILBS m FORTMIE OPENING OBTAINED IN STEP 1). S) FROM THE SAME TAKE USED IN STEP 41 ABOVE. FIND THE VALUE IN THE NE)CTCOLUMN ANCHOR CAPACITY REQUIRED ILBSI. THIS VALUE EN REPRESTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTOATTAIN THE FULL MULLION CAPACITY. S) FROMTHE ANCHOR CAPACITY ILHSS TABLE ON THE SAME SHEETAND USING YOURACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORlWBMATEWNCHOF-CLPPATTERNMAYAPPLY) SMACTANANCHOR CLIP PATTERNANDVERIFYTHATTHE FW*UIREDANCHOR CAPACITY IS Mel-. 71F THE MULLION CAPACITY ILBS/FPI OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE RED FOR FOR THE OPINING, YOU MAY USE THE ANCHOR CAPACITY ADJUS MET(IFMIULAr TO OBTAIN THE —LOWER ANCHOR CAPAL3TY RE OUIRr"D- WITH THIS VALUE A LOWER ANCHOR CAP=M OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE S) VERIFY THE DESIGN PRESSURE RATING (LB&FTO FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY 02%1177) OBTAINED FOR THE MULLION SYSTEM -THE LOWER OF THE TWO SHAM APPLY FOIITHE ENTIRE MULLED FENESTRATION PRODUCTASSEMBLY. B) HIGHLIGHT OPTION USED AND TAME VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. PRODUCT REVISED O Vandloo CoodcwHh Me FIorTDa NQ4-10 2041406= ZxptrPflOn DatoOSMSIMS By Ii@n-*-Rado Product C=wral mm ONAL1Ev;•�• A. LYNN tJllL L >=a P.E. FI- RE # 58705 OETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT VIEW OETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CUP SHOWN) - LLw 8 S 'IYP.ANGIOR a �• o PER Su93R+ArE gx SEESfP7A6tcSIB-1�8 '1�- ZDW .a • , I 't cw;ci�oRcsui� 1 t�sr'u,cE. d -' -t SFESEEr� • a 1 EDOEm "ICE 1&ia0 . - I • e rOR M1UISOAmt' • a _ ANCHORS a e4� a I I I SIDEVIEW STANDARD 'a -aI o p'FSE. TMUIL CIID MAY BE E CrERIOR a' Od3fAU B0 BY '. • THIS IdEfHOD I9G6 �IYT • • a .. . FOR MASONRY A LIP 6 D ANCHORS a . a TYRANCHOR �PERSVBSTR e SEE7A91FSiBaae ATTAtHMENr ttudLstRIP AND Mom•. SY OTHERS. -.�. SNEEfi. Wt27 KSI COh'CRE[E ORGW FRONT VIEW INSrAUATION NOTES 1) ANCHOR SMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WA11 DRESSING ORSTUCCO. ?) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSETHEANCHOR CAPACITY tS BASED PARTLYON M42 ANCHOR TO ANCHOR DISTANCE; THE CORRECT QUANTITY AND LOCATION OFANCt:ORS MUST BE FOLLOWED, REFERTOTHE TABLES ON THE FOLLOWING SHEETS. FOR DEfA1LSA-O• EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPUCATIONS IN MIAMI-DARE COUNTY. USE ONLY MWfi•DAOE COUNTY APPROVED ELCO ULTRACON, DEYSALT ULTRACOM+OR DEWALTIELCO1w S5. AGGREGATOR MASONRYANCHORS. titstefw wax F, Let. F„ Stow Screw 92 120 ksl I" Saw+ 60 ksi 9S 1cg1 410 SCMW 90 ksl 110kSi DOW217EkD AMfe-r IDc® 57 kM 96 ksi Ekwt mmcow 165W 177ksi 311G- DOWalt URraCottt•® 11T ksl 164 kSl 1w DOWatt V(GaCOnt® 148 Ma 164 k9i 6063-75 AIGG= 16 ksi 22 kSI A35 Steel 35 ksE 53 ksl sr. 33-IMBO s nD 33 kS1 45 k51 PRODUCT REVISED %eompblleg with i)m Flodde 6uLdIDg Code NOA-No. 20-040603 Mvbauan Data OSPWi=26 67IarD)-Dago product Conerot �t,nul+Ilr,,, OF i Fug •-- ..ii10A: A LYNN HULLER. P.E. FL P.E•C 58M FORMULL 1 CORMOI.L � ctlP. 1 1 i I 1 1 EfT�TIS� I � .o d �• n � I - -1 OFFSET1dA1. .a I 1 tlIPIMYl1E IxsTALLeoBY � � �• • ,<T TWSLIETHOD d 1 d /�^' d• 4 EXTERIOR �` ° 4 _ EOGEWSTANCL: a a DETAI L E: MULLION TO MULLION DETAIL C: MULLION DIRECTLY ATTACHED TO INTERSECTION N-cup) NOTES 1)MAY REINSTALLED W'•['FF" OR'CRO SS' MASONRY STRUCTURE ' INTERSEGTlQNS. AN (STDARD CUP SHOWN) vnwEs \ \�\ 2) MAYBE INSTALLED . TALLY (SHDWN)ORVERT1CALLy.t-Y• ttUCIUiRtP ' TOP VIEW 3) SEE (J.CLIP ORAV1IlyC-,�-.. SIIEEiS 21 T3 FOR OORRESPONDIISG 61IIELSON. 1 1 1-:E �SEELI6LFSt¢176 1tiEOFTSTTTCUPIS RECOAGRlQit>mFaR wRk-E w11✓D MAY l a LVZ Y OTHMFRA.I�SYPES. t m .a. t _ • • a .Y 1 -. wi-e \I / TYP.,Wgroa TYMANOIOR V SEEYR9=lQ FFR SU3STRATE. SEETA9tFSlBd9B 9 AND ATTACHL1Fh _ _ BY OTHERS. EI1B 1 .. 512ET1.em - kwx7KSIL4xCR£TEOR4t7U CIx27ly fbNCAETEOR caW 7Si.178 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1)ANCHOR HNIE ?DMENTTO BASE MAWFJALSHALL BE WY0140 WALL DRESSING OR STUCCO. 2)QUANTITYOFANCHORS ANDMUWONSIZESHOWNABOVE AREFOR PICTORIAL REPRESENYATION FRONTVIGW ONLY. BECAUSE T HEANCHOR CAPACITY IS BASED PARTLY ONTHEANCHORTOANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OFANCHORS MUST BEIFOLLONED, REFFRTO THE TABLES ONTHE EXTERIOR FOLLOWING SHEETS. FOR OFTAILSA-0, EITHERlHE STANDARD OR OFPSE CLIP MAY SE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD• HE%HEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL G SHEET3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLYMIAMhOADE COUNTYAPPROVED ELCOULTRACON.DEWALTULTRACOWORDEWALTIELC IW SS. AGGREGATOR MASONRY ANCHORS. FRONT VIEW NOTES TL0-A ITI,v i_=: 1- EXTERIORV SF.ESHE£TS21d3FOR HOLE LOCATIONS ZME S1i5TNdCE SEETAffiES 164M SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH 1) FOR 2X WOOD•BAC1®STEI:L STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDFNG MULUON TABLES. SHEETS 5 20. FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED aomplyieg 7N1lfi flte FladCa ?dOA-N . 20.0406.05 C1�piratlonnaw0512,� 2026 9tiLnn enact . ilu,ILt r :��` � u��1sF • ;4m NO. 05 , OF fjOhJkL $tip. A. LYNN MILLER, Pr -- FL P.E# 58705 D6TAILF_ DETAILG. DETAILW: FIELD -MOD IRED MULLION CLIP ANGLE MULLION CLIP SAYMUU]ON INSTALLATION S� (F-CLLP) (ANGLE CUP) (ANGLE CUP) _ b v O= SHED 2AND3 JTORS TOSPE =SU FOR P15TNJ.A'lCSY B/�YeIIJI.L TO SPECIFIC 907STRAIP.^.. N MULLION S ❑ O Z� b ❑ W o O O _ TOPVI SIDE VIEW I W V c to sltowN>�rNexas q TOP VIEW Q Y m O 2 EXTERIOR �O I � �S � t � ; s✓ SF£T11HCE^.. t58 oR7BB � a g � LJ j 1YP-ANCHOR I $ t" z STANOARDCLJP I EXrMOR SF�TABt£51B-1oH O I I I t�.'%a Q Z .- N coNDmoNs I �i rxsANcced�P._ F' Z _ a', co I NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOTAPPLICABLEFOR THE BAYOR i2S XZ11'X �VSwMUWON. 2) SEETABLES 16.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCA710M 3) THE2XS CUP IS NOT SUITABLE FOR 7HISAPPLICATION- I t cb \_ PRODUCT REVISED as the Florida /� ® rt110w00D, NOP'No. 2"406.03 (� EXrMOR SMELAL M OdiLenSOtLLY ExlEltgR i � zpzmttoauato05C26t 026 f By a peaacr 4 mro=VuOltR STEEL wltlta,cvalC ee0.SD.NRv � FAG` O Dzs PER ANCHOR ,111�11II11flf! FOR INSTALLATION OPTION G & H: 0 NOTES � �,• •'�•p 1)USE 2ANGLE CUP$PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. : ND. SB7L3 1 2)DUAILGSMTABLW1B-148FOR ANCHOR QUANITMANDSHEETS21-22FORHOLE � L /;' •-1•'~ LOCATIONS �� 3)DETAIL H- SM TABLES tot3op. 186 FOR ANCHOR QUANTMESANDSHEU 22 FOR HOLE i0�•..• ZE F !44u` ��{PQ ••�=0R10A.'G\=,.� LOCATIONS. A. LYNN MILLER P.E. FL P.E T5B705 TduTwn T2blo ANCHORCAPACITY ADJUSTMENTFORMULA' (ANCHOR CAP.--. (OP.,,IX `MULLIO&OAP.,oa„ 1 ' OpenF3glM1fidttl(PorvDM=Ry3P31 , 1htltians3orCPenttlgHoW(10T Sol. Win 70h DON 4010 10oin 120N unt twin Tz2X_126 t L90011 T +tea �O. to -ow Ttd�lltl1'3- I -aft RW-90- Lw&V +B- (mate W Ls*-bv 1taDrh1Y41• L%7=m ftwmJ9" (aims 7�ainOtmO tw" �:1 Lo am haplTm o. Lwdna ! L.O*.V 7fe1410an Lwan P4;=v r L-dinR Tmyfdap. t4a?g itee1410110t to4s4a Tdyl7J141q. 6eom9 AILMLTllbeTj;t-� _ axx a^ r ..a 1:' r fi .� ' ' +, _. r .r s .. s� dC n 2t r 2C us -_A d2 r a u �� ea �3F '�=�' $ �2 c -'� �E >,. 2USETmETH(SFORMU(ATOOSTAINv`$� �a - N O GA _ CH R�ha PACrrY REQUIR'ANCNOROAESPONAl TO AN ACTUAL PRESSURE TO AN REQUIREMENT FORTHE OPENING• WHEN IT IS LOWER THANTHEMULUONCAPACI Y THE SELE(FROCTDMUL�OFr%M SELECTEDMULUON. R1MLL YIELDAMINIMUMANCHOR CAPACITY WH1CHMAYBE IISEDTO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTIYTABLF- .c c a J 42in 1179 100 l;ty.5 332 912 406 i155 375 799 408 10A0 321 69A 40B St10.4 319 0y1 qOB 104.0 714 Sig 406 tOAO 319 46S 4O5 10/.0 378 99.8 408 104.0 319 35A 40B 104.0 319 48N 1" 312 PC ZN 674 3rL n4 = 515 SR 67.0 M 4MO 312 63Y 24S 41.6 3/2 st3 244 375 312 41.0 2" 31.2 3r` 61.0 244 26I9 312 OLD 2" =A 312 stA lk4 Ia1 omm WA ZBt 70.E 2U S7.2 231 sls 229 45S 201 S57 224 3" 2D1 mi za 35.6 Z81 $&1 =D 31.3 281 4" 214 2&s 20 441 210 Z'B 231 493 219 2A.0 2B1 443 219 54iA 52.6 247 57.5 2af 439 247 49.0 202 Via 247 44,0 159 3Z9 247 415 195 29.2 247 WA 1% 263 247 30A t93 21-D Z47 3&1 193 I= 47 =1 103 IG4 2C 3&t t93 WM 3BA 200 412 t7a 72A 200 3i4 tEB 27,4 200 li5 183 21.t1 200 ?3A 1SJ 2L3 200 27.1 tS9 192 200 25,9 t67 16A 20a no 1w 61h =1 lot X 1$ 2T.o lot 303 152 =7 lot 28.9 t49 207 lot 245 140 S&4 191 222 14: I6S 181 21,7 143 �a 2DA 165 'JOS 14Z 26M 1B5 24t 139 20S 165 211 138 10A 145 21.0 134 T2BJ ZL2 139 23.3 120 16.8 W 19,9 118 159 13D 17.6 156 181a 15.9 724 19.7 109 15.7 729 1&B 1Cr 7D61 175 its 132 1" t+�oa.0 to 27k Ccn-d4 3cCMeat4 SS1t C4nc. NmO,o C.'V;t pdwdat01 PTS4to0 Rteal Anchor 0 rm! Vr E3w aw D4tvw 114•ZCAIM Sttti a.0 3no aw IWO. an0'DeAim lwodw HI Ss Elm virego14M. a1omw clls*m 'ms-tt Cg�ryl)r 1/OJSaN1 IF}rOeoJ laa,so4+ is oor• LCPOn LI4oe4p 11i90eh 1S0- Vao A�A4r IJmV 5alwMSa1. rA S-(CA ((b6) &9e n111mu0M 1' 2.12 T 2.t/t r 2.1re F zM' 3'VB" r z-tr1' r zYl i• 2alT r 2S7C r 3•if6'a..+e• 05a• 0324• EmoeaOYfd 12W Sala- 1:Y4• 1SH• 1.'a4' 1a'a' tatm t3'4• s S•VC 1-11 ` VVT i-tts• 5-114` 14tC 14M 1.174' 7-1f4' t'l/a'7318• 1J9' 1om0 2A�InsL®a7Y NbuRC.15t4rt>•laarCL�at31p(F7g. ik 390 L'6 Mon. 4.Wat; B90 Ca 31o1W MOW. 2200a 87JLb 1544ffi Z70� 260m 3..40s 7N 0rs. Z1O0�o 370fl. 3201Ds 5800a 3:4m 664m 3S1lUa QQ@s 5600s 4 A4GfCa®t.1S M41.OF.f5I4nbi4 (u otta)Olp O=ia.2k raO Us 700z9 WA WA maws 12�0n Tic Rt: N.A. WA ALA 3901C WA WA 11A TaO toA WA IVA WA WA0B21t¢ DD60>; 172oat5 4g11ctms 01S Af1�D.Cl{A2c5gngcQya(On9.3 M8 , rW aa. R90AG 7160[Os 630I0o t7Wm 440 hs 1740= Ittl W WDs Wgft JJA 7608n 4BOa9! 7401Uo 610 7== 743ft 9FW 682bo 5650n SIM DA 2MV-1 mCAS' NN. RC I LKO. U4o.2TAa4A CRoL WA WA WA WA 1JA WA WA WA AVA WA WA WA AVA NA AYA WA WA WA RA WA RA 715ac IAmbVIRM,(Fl9. SL 1951� 1951e1 �59a 4a51N4 1651Ao 3151et 19; 4357� SMIC =W 1409a 1770a 370IDa 115101 tES lm tBOm 290161 t8Q!A 332(Ua 170 ox alte4 m 2AAOJ gk mw Aux c=F.mpM-1-1 2a015 3500a WA WA 1W1t9 Gmen 5854'b WA WA WA 7w= 14A WA NA 370 �b WA WA NA WA WA 3t1 as 442RIs 560 ms NOTE: ORTttt 0mr'ZP-1[:IJY,JJSE T27E aAMtH1YCTIUKYAlJt7tty NiVVA1VJi11VK V/iLVCA"M. JrtG �Jw'YLL 4'V. FIGLLREI_ FiGURE2t TABLE NOTES: ® 1) SEE SHEETI FOR fN57RUCT10NSON USING THE TABLES AND SHEET ZS FOR IPtFORMATION ON LOAD ING. ® ® SEE SHEET521FORGENERA!_1NSTAI.ULTIONMETHODS. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE,: FI1111 URES, MGVREG MO FF-a'91 2) LINEAR INTERPOLATION BMVrcMN MULL LENGTHS AXWOR OPENING WIDTHS IS AU-VABLE 3) M.ULUON AND MULLION CUPS SHOWNARE NOT TD SCALE FOR EXACT DIMENSIONS. SEE SHEETS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SNOW SUGGESTED. APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHAD. CONFORM TO ACI 301 SPECIFiCATWNS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO AS'TM C-90. WOOD SHALL, BE PRESSURE -TREATED YELLOWSOITTHERNPINEWliHANSGOFO.55.ALUtioNUh1SNW SE6063-'TSAND9EAMIMMUM OF.12S' THICK STEEL STUDSTO BEAMINIMUM GRADE 33ANDXWTHICK(1SGAUGE).STRUCiURALSTE7.TO BEAT LFAST.I4S THICKAND A35. ALLANCHORS INTO METAL SmALLELTENDAT LEAST 3SCREWTHREADS BEYOND THE MATERIAL.CIO& 012ANWORS INTO WOOD MAY BESTEEL ISZS.S.OR410S.S. PRODUCT Ria nsm ;=ly(ng Codowith the Ffodda NOA tt0.20A406M EuWmdanD te0512SM026 B T4Jam = Control tlu No. 58705 A A. LY15 4MdAr:R. P.E. h J1�1.G fJ� Ltumn Cavacw Table ( ANCHOR CAPACITY ADAMTMENTF0MWLA: XlRNCHORCAP._.,,,,,� ( •"') l&tULLK3N CAP..,.,,,,,, '152X.375 Alum. Tube Opening VPtdlit(terv9t5raLy-SpM¢tnglmtEOmG)orOpenlnI;melgbt(tortmlr wisp-csMIS-) 5O'N 07In min Eom vote 10010 8 lZin 140ln 160tn Rao1m.,IWu Lo7aW Tr-yffdxg. is ng Pxxrgliar twee TmRaaS I,-.. Rzc.1n6JC L=ft T-07"ng. L-cmv Romeptdu Lwdn9 Tr+Wr+b^L W-ft 2.um2Wy htnd86 Tn,VTd.M L029V 17ad VT - L=*s T=;ffIlma Leo fw=mWer I totdip Tr4plLdal. Lo.:°3 R%tmzkts Leo Imordma. Le1S9 RemlSalrr LOY.LO ToWduls. Lowe0 gg to $.� pap y^y�[ vn g�• F v_ $� F t7 t3 ,bc'�'JLgg k a... S Q_ BE `�. rv_ t ? 0 :}S$� 4 c' x L 8 ? 2r ?_ E$ $g3 A 9B-.gqgx•4 _ 2r E _ Sg ? i$i,�a SHE +. �' tt PcF+ k_ .Y r Ye,,,u"E E _q Fag r J ..83.E•rr r y_ d N o _fi5 _ v rz v ,SS-� GE }` ,r7�ANCHORCAP._ u_ §E_ to S9 SETHIS FORMULATOOBTAIN _ REQUIREW CORRESPONDING TORN ACTENTFORUAL IRE OPENING,WHEFORTHE OPENING, WHEN if IS LOWER TIM�tNTMMULLIONCAPAWY 4Lm IMO ® 770.0 � 1513 tip Vao 479 IMT sm 17&0 61ta 113B 6°2 IMS 51a 100.9 PP.2 I= 517 90A 6a2 =9 SIT 74T Ga 16i9 S17 049 46'2 15&9 517 5&T be7 15d9 a77 aaln 12IN 50T T39.0 AU IDLA WT I292 414 US 6r IO&T 403 780 5W 1a6 359 67.6 5w 99.6 W7 SMS Sw 54O 3W 50.T 507 990 ma AU of 94o 3m 3a.0 SOT 99.o Ice `✓.16414 1=7 <a9 114.0 W7S a&4 4 U 0.2 rT TAI ASS aoS WA 6Ao 45a 84.6 390 S.6 AZ 1"3 W %a 4a`9 MD 256 432 4% no = 37.0 4$ 5QD 3W 2Z4 4$ MO s56 Si In &1.4 400 93.3 336 7/2 4m aO9 6L0 4[q 2T s22 Ss,4 4p0 673 310 ATS 4fA fiLO 315 AZT tt9 62.3 314 sS6 400 atA 313 30b dm 61.8 373 2@T dOD b1,0 373 (ItOM T1iETA$LE)OFTHE TvaL SiSEDNIU Im N. HOR 17ELD A MININRIM ANCHOR CAPACITY WHICH MAY BS t'0tn 623 =4 69.9 278 $1.0 324 ST.S 2" 324 612 2aA ' 3&e M4 469 260 346 su 439 'h7 31.1 324 42D 2S5 2aO 3t3 405 253 222 324 405 20 10S 224 40.5 �{ 631n Sale Sao $74 2a2 44.a W4 492 246 234 4.6 241 33.6 = 3&a 237 2" 291 WI 2U 259 236 352 232 22A 254 33.5 23D 19,2 291 334 E30 7&a 291 so.4 230 'a 66tt 4&8 26a CL6 TJD 33.0 269 424 2L` 208 3T5 221 292 26a 347 2h8 26.0 '� 3L6 275 23< 'd% MA 2t2 19.5 2M 200 210 16.7 � T..7 2m 149 266 2T-T ?,19 USEDTO QUAt]FYAOD{T[ONAL ANCHOROP710N5FROMlHE Tin 360 225 Aa 796 s&O 2'S '322 191 r2.D2 225 794 1r9 ?2S 275 2is 185 710 71S 23S 'lag 1&0 225Jul 1a0 75.D 225 23.3 177 728 225 19.0 776 113 23S 1&8 176 AIICHOR CAPACIiYTABLE. TO In 2L2 W-0 ITT 2ES Est 272 IM 202 2a9 � 192 2L2 2t5 76T 17A 202 19.7 195 149 py2 I&1 Im 129 202 1&T loo I" 202 15,9 158 9A 212 1SA 158 Tate no 7H3 i:Q 23S 168 ?16 F2 2553 W5 IM Z2D 6 T7.7 tom' M7 569 747 13r t0.1 15+ 14.2 Im lea 1s5 "A t@ t5= Im I9.1 Im 1A4 ISO &9 192 %2 tw Loh I&S 144 19.0 IW 1&4 144 I&T Im 9aln 152 IV 11.6 113 1 HCSLC LLS Anchor AaCW Crapadw (bs) EaJet7ls>arcC(b TtinL004mh0ai: 2AeempaaQ7S-hwt O.Q, J..�Iaa0af76a Cy[E'1g.1' 4AtiO0G @I.19'N30. Q(i.J $flltldm OacC�QD(F73 QA'LR16 �3'NLt.OJC. /(213'xSArgleQpLJ(Ft0.9T 2A'e11es@0.4s R70E. O.0 JLLOla. 76D.'17S•Arr0.0 7AKDCfJFCipp3¢ 27K CAxffiC BCCu'AetC iSk UeRC I Fdt[oG1U P7WOod hldal 3nCPJCO vammn 1A-Elco I mmm 31t6.0eNW UarS01. lie"V83 Qara[Onr WWEC0 (mmca 2119'mo umm an IwEto IRRam ww am= Immm. 1JGt31 W un-m. 71WSSEL-4 AnpeGMof 3na-Elco UQeSM vcsss- 4 most= SUM W7 **She] SemeM vas d ht0+(r j T 2IJI T 2-ir 1- 240 T 21tr 3-7ttr 7' Z•7(l T 2-t¢ T 2.12 t- ZiaY 3•ila' 7 OAE• &5a• 0.92: 1.3i4.' WOm A90 b6 7WIM NIA t954r tSr 2WIZ 700ffi 7=05 WA t95ps I..,tale 4MM NIA 65D 10. Not Z25 LTr M9 MA I== MA 4r3 pC Talc• Jtoms 37OW S0 te5 II.4'i 755ms 1,w 630= T2Wm '> ms wA 3157tr; I-wr 220m MOMS 4z-!: NIA I19t6 t.1fd• YJ016 WA t7400)s WA aSVs 2 TWa� i 1906t1x WA 622m 7-tit' 27O1Os NIA a:0[w NN S75lat 1-71A' 290[� 3a0ms 501s WA 14]aK 7-7F: 354m N!A NIA !!ni /T71ts 14d/' TAlIDS t11A 7'6110s NfA 97Om 1-Na' 2001IIs wA a601e¢ r:N 11talSs 7-VC 3TDitr 74OMS T.Abs MA 1a5ts tNr mm WA 640m N:A tbOm 7-I/d SLoms WA TlWms wA 2UQK 7AtS 3TC L19 WA 740m wA tplC1 I.1W' gram NA wtm NA =ws 2- FF51tA NIA Imm. thlA 43345 Iala- W. Grams sums WA Volt, Taal 4A2 m9 med 935ol WA 2MM wm SaD i05 1=109 112DIM 71510s 2W1Ds 2Anetae iT5•GOrt nCJF-Co(AO 24Oas WOOS WA MA lams 6'.OIDS 765ms WA N!A Rl4 IA1 thG N& wA rUA sTJDs WA wA NIA WA N91 sot bS ADS SWIDz NOTE i=ON t;UK U= t ne, JrtNit HnVnVR rnl FIGURE 1: FIGURy2; TABLE NOTES ® ® ® 1) SEE SNEEf 1 FOR INS7RUCTWNS ON USINGTHETABLPS ANDSHEMS FOR MFORUIATION O14 LOADWM ® ® SEE SHEETS 2-4FOR GENERALINSTAUA71ONMETHODS. FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS F(GURE4: FIGURES: FIGURE6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCfOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND DAULLJON CUPS SHOWN ARE NOT TO SCAL£ FOR EXACT DNtamOr S. SEE SHEEM 21-2 - HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE ROLE LOCAMONS- A)SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPEOFICAT10N& HOLLOW AND GROUT -PILLED CONCRETE BLOCK UNIT (CMU) WIALLCONFORM TO ASTM C90. 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MWILL YISD A NNNUM ANC40R CAPACITY WHICH MAYBE USE)TO WAIJFYAMM014AL. ANCHOR OPTIONS FROMTIIE ANCHOR CAPACMTABLE 1f1VLC ao sms 2.r'kf3aecn7ie OrCan.�4c 3:J:(atc 1lo�.aau PTYa744 d:eOs Anchor 3n8 e. 1we- IRE OVAd llr Delvaa Ylre= swelm %we= -TIVOW431 1f4•I7111:d1 114•SSE1a 511r Etm vPSSEco tnowed msw msm.t Capacity Anchot7Yv� ub- IA wn Mr.- Ilmomlf wmxn tAa w Unm= a.1�e� LRvxon. A.W.Qca LIM.= Ag CgV stm JM Semw{G33 SIM-M+ (p s) E43°Dt�z44a r alrr r 2.1LC r 27? 1' 2-YI &vr r 2-7R' r T.ts2- r atrc r &72• 2' s71.1' r adr asr 02W owcmmmon 1314' 1.7/C 1-w4• we, taw• I-w-c 11w 1.w 2• 2A74' At!•r7-v4• &V4' 7414• !-v4• 7.11C 1-t%4• 2 1:f,9' 74t9' 134ac 2A7471ga@34.7: am40.Q15mntl;reot�.. tC0?1FI(L WG= 3s E 4w= OSOWs 37oex G'A0e a10f0. 870E 7614ft vo0a 2®On x.�91X 760 �a 27Dlds 3M ICE 3�� 5d0ID3 3ia¢y EBi L^9 Ba3IDs 7iq Rb d720a 5000n 4Am474as@1.7SNOM1 RG/9tamS'O KiOYr:O W1Fb• 4WfOG 7400x WA WA 320W WA 1oA WP. 36701E NA aVA WA 740104 !v!A WA 7141. WA WA fiWloa SB51lA tt20 �'l 4Anr2CC �5K1n.RC![2j26AngC CtW/{P{ == 780D7 GWM. 75WIOa BIDS 77400n t1aif0a SWffi 363ao NA TW Ovv 4W 155 7401C� 6401m 11W RG :481tA 8�1tr1 7892ffi 992 BPSIna 117D as 3Anims0D.4S 6tiM1 RG/U-G11L k40.12S ASNn.t�B. WA WA WA f4N PYA u WA NA WA tvA !PA WA WA NA NA WA ILIA WA NIA WA WA 1B73� 1Ax.'mf 11:ti 7951Cs 106ftr. ?251a4 4457eo i0r 435C- 87210s 116A 1471ra2401M 3500bs WA WA UV Ma t4lA NA N70. tso ms tUA WA t4M 770ffi 77U1 Nb: WA WA WA 3a1 o>s 44210s S£0841 NOTE: FORT112=03y=S7C1 C.iIY. U3E 771E SALq>g1y(:'IULC t'AI f CI'UY ri17UAlVtd':UK YA1UC17�V Il'IL AalV�IJMIJ [IGURE,1, FIGURE 2 ® 0 FIGURE 3 ANGLE CUP MUST BE USED IN PAIRS FIGURE4: FIGURES: FIGURE6: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR 1NFORmATTONON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOATTON BEIWEEN MULL LENGTHS ANDIOR OPENING VIINDTHS ISAUAWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR ECAcr DIMENSIONS. SEESHEE7S 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE752UW, FIGURES SHOW SUGGESTED. APPROMMATE HOLELOCAT IONS. 4) SUSSMTES: CONCRETE SHALLCONFORM TO ACI 301 SPECIFICATIONS. mOLLOWANDGROULFILLED CONCRETE BLOC KUNIT(cm L) SHALL CONFORM ToASTSY. C-M,=00 SHALLBE PRESSUR6•TRFAT D YELLOW SOUTHERN PINE WITH AN SG OF D.SS,ALUMINUM $HAL. BE 6063-TSAND BE AMINNMUM OF.123• THICK STEEL STUDS TO BE AMINIMUM GRADE 33AN0.04S T'HICK(18 GAUGE). STRUCTURAL. STEELTO BEAT LEAST.125" THICKAND A35. ALLANCHORS INTO METAL SHALL E%TENOAT LFAST3 SCRNJTHR EAD58EYOND THE MATERIAL, 610 8ie,2 ANCHORS INTO WOOD MAY BE STEEL I" SS.OR410 S.S. PRODUCT" !REVISED ypag with tlro FIOrW- HOA-Ho. 20.040GA3 ExpUzooA b=o051262=6 s maO 1Odau Comrot No. sans :-moo (ONAL S�G�� A. L` ?W MZl -k PE FL P.E :5S705