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HomeMy WebLinkAboutproduct approvals 6/14/2021 Florida Building Code Online L o ft N a .t s BCIS Home ( Log In ! User Registration i Hot Topics Submit Surcharge Stats&Facts Publications j,Contact Us 1 BCIS Site Map Links Search rProduct Approval �'A�e copy USER:Public User a F' r "� r Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL14911-R12 'EWE® FOR Application Type Revision CODE C®�PLIANCE Code Version 2020 �l COUNTY Application Status Approved ST. LUCIE OCC `� Comments Public comment;SMI glass does not comply w/2411.1.11. il/18/20 Archived f- Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 542-9118 Ext413596 luanne.harris@cornerstone-bb.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 . Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL14911 R12 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 2017 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 htt s://floridabuildin .or / r _ o - 0 0 p g g p/pr_app_dtl.aspx.param wGEVXQwtDquZR/59/o2fDrx21 btdSCx8gX0AG/olbvoMHV6Fk6yYoCazDVKO/o3d/o3d 1/3 6/14/2021 Florida Building Code Online Equivalence of Product Standards Certified By T Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/25/2020 Date Validated 10/25/2020 Date Pending FBC Approval 11/01/2020 Date Approved 12/15/2020 Su mary of Products FL# _ — v — Model,Number or Name Description 14911.1 V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R12 II SWD017 SS 2020-10-21.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7259 SS 2020-10-21.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes j requirements and limits of use. 14911.2 Vl Series/50 Series(2111) Single-Hung Window I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R12 II SWD018 SS 2020-10-21.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7260 SS 2020-10-21.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. I 14911.3 VI Series/50 Series(2200/2300) Single-Hung Window Limitsof Use Installation Instructions i Approved for use in HVHZ: No FL14911 R12 II SWD019 SS 2020-10-21,pdf ! Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Impact Resistant: No Created by Independent Third Party:Yes I Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7261 SS 2020-10-21.pdf I Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.4 � V1 Series/70 Series(2127) Single-Hung Window j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R12 II SWD049 SS 2020-10-21.pdf ` Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7262 SS 2020-10-21.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party: Yes requirements and limits of use. _....__.... L 14911.5 Vl Series/70 Series(2127) Single-Hung Window ..... -.._...._.......__ . Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R12 II SWD050 SS 2020-10-23.pdf i Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E, Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7263 SS 2020-10-21.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.6 Vl Series/'0 Series(2907/4907) Single-Hung Window Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL14911 R12 II SWD053 SS 2020-10-21.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes j https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqutRj59%2fDrx21 btdSCx8gXOAG%2bvoMHV6Fk6yYoCazDVKQ%3d%3d 2/3 611412021 Florida Building Code Online `Design Pressure: N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R12 AE PER7264 SS 2020-10-21.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 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Product Approval Accepts: ® sCtiFcA � _ Credit Card � � •. :�SafL�'` hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59g/o2fDrx21btdSCx8gXOAG%2bvoMHV6Fk6yYoCazDVKQg/o3dg/o3d 3/3 I AMERICAN CRAFTSMAN WINDOWS ALVERLINCINDOWSANNDON ILVER LINE WINDOWS AND DOOI SILVER LINE WINDOWS AND DOORS ONESILVER (888)71-035DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 70 SERIES / V1 SERIES / (2127) w V SINGLE— HUNG WINDOWS "3 rytA H Z^ w z Q Z K S (HVHZ)(IMPACT) �z osa__ j7Na3 Zss$ Z ll GENERAL NOTES: v; => O 'w' x MAX OVERALLSIZE TABLE OF CONTENTS w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND HZ Q MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE c� m FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION I` i BEEN EVALUATED ACCORDING TO THE FOLLOWING: J Q \a • TAS 201-94 S2" 73• O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAILTAS 202-94 F • TAS 203 94 2 - ELEVATION&ANCHOR LAYOUTS ~ • ASTM E330-02 _ REMARKS BY DATI 3 VERTICAL SECTIONS • ASTM E1686-12 7TH FBC EDITION NUS 0/14/ • ASTM E1996-17 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/1.5.2/A440-11 _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& S 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING THEINSTA -NDETMUDM-BEDNEW EGENEI AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF aNON NOTRERERAnu WNDMOM RAs". WITHSTANDING AND TRANSFERRING APPLIED PRODUCT FROlf vtE E mNORFMENIS m0N9dD9E INSTAwnoN TDDEvu• O._TH REQUI DM lEO NFREIN,A IIUNSe LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE FNGINFERORARODEER9HALL PREPARE srtE SPEOfiC oDEUMENf9 fOR 09EVAM 1NI5 DONMEM. ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. eason:I am approving this document 43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 041112195 02'00' 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: `,%%C #�/7� ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ��� E Q STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE �� ,•� " �� RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7/32"STEEL SPACER \' O 3/32"ANNEALED GLASS RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERAYER BY N ,7 7 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY *.' GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS % "O S A OF Q; A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION' \ ir� - �TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \ .(N O IDP:REQUIREMENTS A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE 0i SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR �s5' NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I "i ESaot�Nc APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. I 398E B.K IL 3-33B \ iBPE RAi.OFAlID10RIL3PON Nw 393TB S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEELSPACER / FLN: ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS F L14911 RESISTANCE. 1/8"OR 3/32" BITE 7/16" SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 . IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD TREMCO S700 SEALANT DWG.BY: CHK.BY: 7 COMPONENTS SHALL HAVE BEEN PRESE VATIVETREATED GLAZING DETAIL 1 HR I HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: ALL GL 6. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 W AZING CONFIGURATIONS SHALL COMPLY WITH DG•n: SW D050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFELY GLAZING REQUIREMENTS OUTLINED IN SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. I, Il OF 5 1 - AMERICAN CRAFTSMAN WINDO%A SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 A MAX.O.A FRAME ,z-� n Z WIDTH52" v0C MAX.D.L.O. , z U O m I WIDTH 47.69" w—Q o EY 3"MAX. 6"MAX. 6.25"MAX. 4 N z u o 5 a ^a FROM O.C. FROM Z A B >:rN 6 3 3 CORNERS CORNERS I N x °� O o' w uEx o �a 3 ca J_ NOTE: o Z w m ALLFASTENERSABOVE one w / THE MEETING RAIL IN w THE INTERIOR JAMB F w \ MAX.D.L.O. "ON 6'MAX. NpN TRACK MUST BE FLAT HEAD NpN r a HEIGHT33.5&' C O.C. REMARKS BY DATI 4 7TH FBC EDITION NUS 0/141 MAX.O.A FRAME 12.50"MAX. HEIGHT 73" O.C. lxE WSTAWnON DEEAILS DEsglleEO XFRFIx ARE GFxn D Axq MArxm REnEcrAETuumrrogwxs waAmEEn FMIFUE mNOgIONE D INSTHWK TOOEVN 4 iAOM THE REggIREMENIS OETAIIFq NF11E1N,ANEEHSN MAX.D.L.O. " . ENGWEFA OR AROIgELT9WLxRFpARF51fE SR(]FlC HEIGHT33.50" X 3"MAX. X" 6.25"MAX. X omiMENrsigausEsmxTxuGgcvMENr. FROM FROM CORNERS CORNERS E ' �O+a N :7 t ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT S A OF tX SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ���� Q IUP.�•7q�� 398 E UANip BFAd mm.3m OANIA a OF fL ON iHRE MT.OF AUn10RQAnON Na.395I8 FL#: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR I HFN SCALE: NTS DWG.a: SWD050 SHEET: 2 OF 5 AMERICAN CRAFTSMAN WINDON SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 F \ !H 0. �< SEE GLAZING SEE GLAZING ^z- ^ m m a F DETAIL,SHEET 1 DETAIL,SHEET 1 >_ ❑ p O E/I p n w F w F a REMARKS BY DATI _ = 7TH FBC EDITION NUS o/ia/ L9 W y3 2 2 EXTERIOR INTERIOR EXTERIOR INTERIOR LL THE INSIAN—EF DETAILS[IESCRIND XONS FOREGENFI ANO MAY NOTRFFMOMMAE ISST R TIO ASPEOI ' SROIFS U4UIRIONSEAUSE INSTAUATIUTAUCENEU C C FROMTNERE—OHIENRDETAR FIEPMUN,A UEOFIC C C ENGINEER ORA —USENALLPREPARESREE- OOEIIMENRFORUSEWRNTN60DOIMENT. O p ❑ ❑ r' N :7 7 SEE GLAZING SEE GLAZING DETAIL,SHEET 1 DETAIL,SHEET 1 S A OF P9' .-A-111- 390 E.OAA S BEACH BW0..338 OHNU1 MOII,FL 33 N GBPE CERT.OF AV3HORRATON No.295i0 O FL#: FL14911 DATE: 01.23.18 DWG.BY: I CHK.BY: HR HFN NTS 3 VERTICAL SECTION VERTICAL SECTION SCALE:DWG.#: SWDWD050 NAIL FIN 3 THRU FRAME SHEET: OF 5 I ill + AMERICAN CRAFTSMAN WINDOM SILVER LINE WINDOWS AND D001 ONE SILVER LINE DRIVE NORTH BRUNSWICK,N108902 PH:(888)741-0354 1 SECTION FOR INTERIOR N n Z m BLOCK&TACKLE SEE GLAZING SEE GLAZING SECTION FOR CONSTANT FORCE CL 3o H vi _ BALANCERS \ DETAILSHEETI DETAILSHEETI v�i�^ Oc et �o BALANCERS 'D Z a E m $} _ 0 © o 09 a / N = O m 3 EXTERIOR n r D.L.O. � a REMARKS BY DATI MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/141 HORIZONTAL SECTION 4 UPPERSASH n1E Ixslu OT UETNLi UFSOUBFD OMF RAmxp u�o RurxmNEnEm�cruumxomoxs WRASaEm LIE mo R EDxOmOxS fAVSEU6TA NTpOEV V M UE TXE unuiuMExn oEruu:o-xENpx,a ucExw SEE GLAZING SEE GLAZING FNG NEEAORMdrtECTS WLPREaRREL ESaEpFl[ OOpIMEMR TON USE NTIII 11i15 OOpIM EM. DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 7\ _* N 7 7 SA OF to EXTERIOR 3SR E OAN1.1 BFApI Bl...33N MAX.FRAME WIDTH p—UF KR330M leaf MT.OF AunwR ON xo.n98 FL#: HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.#: SWD050 SHEET: "7f OF 5 MIN. SUBSTRATE 1/4 MAX' MIN.EMBEDMENT EDGE DISTANCE BY OTHERS SHIM SPACE f SUBSTRATE SUBSTRATE INTERIORBY OTHERS BY OTHERS AMERICAN CRAFTSMAN WINDOM W IN THE INTERIOR SILVER LINE WINDOWS AND D001 NNEL MIN. ONE SILVER LINE DRIVE MIN. DISTANCE NORTH BRUNSWICK,NJ 08902 PH:(888EMBEDMENT o Z )741-0354 W IN THE EXTERIORNNELPERIMETER SEALANT 1/4 MAXX BY OTHERS SHIM SPACE PERIMETER SEALA Nn o ZBY OTH 1/4"MAX. 3EXTERIOR EXTERIOR SHIM SPACE i �� O I INTERIOR j' _ F EMBEDMENT EXTERIOR INTERIOR ¢ S°o R S uwi C72 DFczw 0 SSat VERTICAL SECTION ��HORIZONTAL SECTION C HORIZONTAL SECTION z s = THROUGH FRAME(HEAD) NAIL FIN HEAD __ g V d > � J ui 5 5 THROUGH FRAME(JAMB) 5 (HEAD) J x ¢¢o 5 a w� 0Zw >m" �z s 1/4"MAX. w REINFORCEMENT DETAILS " o a a SUBSTRAT SHIM SPACE _ BY OTHERS 0.34" p INTERIOR 0.83" I0.87" ~ 2 t lL��I_ 0.13" REMARKS BY DATI ~ I ��fL'� 7TH FBC EDITION NUS o/14/ o EXTERIOR INTERIOR 77 �, 0'9 0.06" OBIT —I �0.46" 1 0.45" _ u EXTERIOR O LOCK RAIL TOP O ALUM ALUMINUM RAIL O BOTTOMINUM RAIL&SASH THE INSipI3ATIDN DETNUE DFSW BED NERFIN pRE GENFI ALUMINUM AND MpYNOT NDMOMCNp O3ND0 ON0 FOR p 0P BREIFINE DDNODIDNSDpDSEINSDHER ON TODFVU• F0.0M TEE REDUIIIEMENTB DEMILED XE0.ON,p uCENSEI MIN.EDGE ENGINDOCIIR REN�iSafO�q usEW�R11PT1�19 D�onI�MFM Nc DISTANCE THORIZONTAL SECTION VERTICAL SECTION NAIL FIN(JAMB) 5 MEETING STILE ♦♦,`���` •., Q /i��'' ♦ i INSTALLATION NOTES: ♦ E � ANCHOR SCHEDULE � ���.� S••••�0 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD sussrRArE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE a* N .7 7 DISTANCE 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=0.55 N8 WOOD SCREW 1.5• 0.76• s A OF EA MAXIMUM SIZE LISTED. PAN HD �- NAILING FIN 3THREADSMIN O ID 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL 18 GAUGE Steel, 08 TEK SCREW P':•• W� 1 PENETRATION BEYOND o.so• DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. MIN.Fy=33Ks1 METAL '����SS•• ��j�``♦♦♦ #ID PAN HEAD IN PE N.1.5• 0.75• i �•`` 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8INCH.SHIM EXTERIOR CHANNEL ` �1lraceoPti ` 390EOgNi1 ". BWD.•330 WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. T. eEwcN,n 39"oa WOOD:MIN.SG=O.sS EBPE(FRT.OF pUMORVAOON N".=95]0 S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE Y70 FLAT HEAD IN THEINTERIOR CHANNEL 1.61 0.75• FLq: DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE N3 ON SHEET 1 FOR MORE F L 14911 INFORMATION. N10PAN HEAD IN 3THREADS MIN 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL'18 GAUGE Steel, FXTERIORCHANNEL FENETRATION BEYOND o.s0• METAL DATE: 01.23.18 SIDING. THROUGH FRAME MIN.Fy-33KSI p10 FLAT HEAD IN THE 3TRATION MIN DWG. C"KHFN INTERIOR CHANNEL PENETRATION BEYOND 0.50' • 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL COATING. CONCRETE:PD=3000PS1 311 ITW TAPCON 125' 1.75' SCALE: NTS FLATHEAD ` 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.a: S W D050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY.CMU I-ASTM 3116•ITW TAPCON 1.25• 175- SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C9D MIN.2DOO PSI FLAT HEAD SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. . 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5