Loading...
HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (4) each Blvd. BUILDING DROPS 398 EastDaniaBSuite 3 8 A Perfect Solution in Every Dropl Dania Beach, FL 33004 954.399.8478 PH - Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Windows & Doors V1 Series/70 Series Single Hung Window (2907/4907) Extruded Vinyl Window w/Flange ERECEI)VED for ?11� Florida Product Approval '� FL# FL14911 Report No. 5884 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2907/4907) Material: Vinyl Product Dimensions: Refer SWDOS3 for Dimensions ff Prepared For: Silver Line Building Products Corp. 441 One Silverline Drive North Brunswick,-NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer#73778 ;``t,� S' '; �r�✓ Date:08/15/2018' �` N 7 7' r Contents: A OF Evaluation Report Pages 1—3Q Q. i t Digitally signed by Hermes F.Norero,P.E. �flfi�s.0 Reason:I am approving this document {j� L �..�� Date:2018.08.1717:33:15-04'00' HerrWls fl'No1A - P.E. Florida No.73778 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 08/15/2018 Certificate of Authorization:29578 Report No: 5884 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub-Category: Single/Triple Hung Compliance Method: State Product Approval Method (1)(d) Product Name:, V1 Series/70 Series Single Hung Window(2907/4907) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SWD020,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). , 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing SWD053 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions SWD053 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 08/15/2018 Certificate of Authorization:29578 Report NO: 5884 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization#QUA2515). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-11 Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization# TST1795) Report#:ATI E5613.01-109-47 Report Date:03/03/2015 Report M ATI G1000.01-109-47 Report Date:08/08/2016 Report#:ATI C7073.01-109-47 Report Date:06/17/2013 Report#:ATI G8077.01-109-47 Report Date:03/29/2017 Report#:ATI D2935.01-109-47 Report Date: 12/30/2013 Report#:ATI G0996.01-109-4.7 Report Date:08/02/2016 Report#:ATI C4709.01-109-47 Report Date:01/11/2013 Report#:ATI D5514.01-109-47 Report Date:03/18/2014 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization#QUA2515) Installation Method: Please refer to installation instructions,SWD053,for anchor methods,selection,spacing, edge distances,embedment's and further details of installation. Design Pressure: Please refer to installation instructions,SWD053,for mull combination grouping, configurations,and corresponding design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 Silver SILVER LINE WINDOWS AND DOORS Yrmrmt V1 SERIES170 SERIES td SINGLE-HUNG WINDOWS (2907/4907) NORTTIN19UNM4 PH:1900123442)9 D Z a tu� 0 t7 GENERAL NOTES: DESIGN PRESSURE TABLE TABLE OF CONTENTS 92-0-R, •ti O € 1.THE PRODUCT SHOWN HEREIN BDESIGNED AND SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING SHEET REVISION SHEET DESCRIPTION W J c ?"' a F MANUFACTUREDTO COMPLY WITH THE CURRENT EDITION 40.0"X68.0" O/X 435/-35 PSF NDN-IMPAC' 1 - GENERAL NOTES&GLAZING DETAILS N Z m to FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 44.0"X60.0" O/X +35/-35 PSF NON-IMPAC 2 - ELEVATION&ANCHOR LAYOUTS ag • AAMA/WDMA/CSA 301/IS.2/A440-11 48.0"X 840 O/X +20%20 PSF NON-IMPAR 3 - ELEVATION&ANCHOR LAYOUTS' uJ w l7 W 80.0"X 84.0" O/X-O/X +15/-15 PSF NON-IMPAC 4 - ELEVATION&ANCHOR LAYOUTS F i 2.CONCRADEQUETE/MASONRY, E/MASOY OF EEXISTING STRUCTURAL 64.0"X68.0" O/X-O/X +35/-35 PSF NON-IMPAC 5 - VERTiCALSECNONS REMARKS BY DATE CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 80.0"X 82.0° O/X-O/X +20%20 PSF NONAMPAC 6 - HORIZONTAL SECTIONS 6TH FBC EDITION FM 10/17 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 90.0"X84.0' 0/X-0/X +1S/-15 PSF NON-IMPAC 7 - ANCHOR DETAILS ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 71.5"X60.0" O/X-0/X' +35/-35 PSF NON-IMPAC B - ANCHOR STRAP DETAIL,INSTALLATION NOTES AND ANCHOR SCHEDULE ( 107.0°X62.0" O/X-O/X-O/X +35/-35 PSF NON-IMPAC raumuunononwso�sauamxunx,uecu�wc 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ,vicwaxm�¢rrzcr�rnwm9ortmnsron4sctm¢ ' ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 107.0"X74.0° O/X-0/X-0/X +20%20 PSF NON-IMPAC mcnmeoonnmofawueus*uu*wnrooeiurz Nmwra unuoM.csmoe7umxsaw,Auoaam s STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE cwa�� �_n¢Puavrzsrm:c J, RESPONSIBILITY OF THE ENGINEER OR ARCH ITEC OF RECORD } FOR THE PROJECT OF INSTALLATION. Digitally sigLL��� Aihf4j5rNorero,P.E s Reasonrlhi sE6Lyment t: 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC Date: .40: AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC �� .• �� P SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE '` �•E•. FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED C 0 Tj ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC N •T s: DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ * • *' AREAS. 43/64"O A s INSULATEDGLASS r OF ix S.APPROVED IMPAC PROTECTIVE SYSTEM IS REQUIRED ON GLAZING NOTES: i��t-'. )�P�•" ��� THIS PRODUCT IN AREAS REQUIRING IMPAC RESISTANCE. EXTERIOR INTERIOR 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300 Y 6.WINDOW FRAME MATERIAL PVC REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS aS \ PER THE FBC.TEMPER AND SAFETY GLAZING REQUIREMENTS SHALL BE FPZoI"73M E 7.GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 STEEL SPACER REVIEWED ON A SITE SPECIFIC BASIS. IAAIDNO DROP%we GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. 3P0 It DA�ol1 aMw mqI Sm 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS DANA soot PL 3]004 nm CERT.OF AMMONO MON Na 2937a f REFERENCED IN FBC CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER FL8 \ 1/2"MIN. THAN 36"AS PER FBC CHAPTER 24. GLASS BITE 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS w CHARTS. DATE:07,02,201$ 1 GLAZING DETAIL DwGAA CI� BY SCALE: NTS DwG.R: SWD053 SHEET. OF 8 Silver Line {; UNIT MAX. WIDTH SEE SHEET 1 A B rH BRU EBl1NE GAME $ 9 - NOx01 B0.0HBWIQ NI08902 PH:800 23!-422�718 7/ 6 OPP. Z E "0" 6 W 0 � ���� UNIT MAX. y o o Lt HEIGHT 9g0 SEE SHEET 1 a=N Dtl 6 OPP. T >2 ¢ G <A 6 uxn w 7' REMARKS n BY DATE QUALIFIED CONFIGURATIONS 6TH FBC EDITION FM 10/17 m ELEVATION ARCH TOP CONFIGURATIONS FOR ALL 29074907 RATINGS,SINGLE UNIT CONFIGURATIONS �' ^ m[x[suuwn"xonwD[souunx[wx D[xeuc 2.0"FROM umrurxorn[x[a�nuumxonwrnxM.srcaxc sxe.a sxe mxanoxs verse xmuunox ro D[vurz ri iR01[TlIElEDYNF1An113 DETAxIDHFAEPI.1xmrsF0 fNGiNEGIN1Y1G11FlTLW1ND}M[SlxiSlEOiiC L OOmMFxi3 IKlWIMT1rs DONMpR. L r 6"FROM CORNER(TYP.) 11.�P AX CORNER(TYP.) ��� ... 0 �4 lk N 7 OF to r O.C.(TYP.) L O" �i dT O lf3p.� ry e SEE TABLE BELOW xOx 11.0"MAX. �� (TYP-) -�— � '�,,� � e [i1F1l10Rt>LLaE FlOtm�RE:ND 731/8 61RDa10 maps NC DANIA NCHOR SCHEDULE f 3 PRODUCT FR MAX.O.C.AT MAX.O.C.AT // s��of wTM� N>us3e SIZE CORN RS HEAD JAMBS FLM T 480X 6" 14.0" 18.5" "K. FL14911 x' 44.0"X 6" 16.0" 16.0" DATE:07.02.20.8 fi0.0" FROM DWG.BY: CHK BY: RN6.0"FROM r 48..0X 6' 18.0" 24.0" CORNIER(TYP.) :} CORNER(TYP.) 84.0" JA HFN a ANCHOR LAYOUT SCALE: NTS ANCHOR LAYOUT NAIL FIN DwG.a: SWD053 THROUGH FRAME SHEET: OF 8 giver Line " aEt UNIT MAX. a WIDTH SEE SHEET 1 A e 5 5 ONESLLVENUNE oxnre NORM lNUN9WIR,NI 0903 PH:800 33"338 E O OPP. IIILj 6 Z>� 6 F WO o 0R� T 0f5 Og ��5 UNIT MAX. 6 o rn s m HEIGHT 2 n V O SEESHEETI 8 OPP 1 ,�,N .9 T WI� omm W <j 6 REMARKS BY DATE i� ` 6TH FBC EDITION FM 10/17 45 ELEVATION QUALIFIED CONFIGURATIONS " ARCH TOP CONFIGURATIONS FOR ALL 2907.4907 RATINGS,TWIN UNIT CONFIGURATIONS rau¢tuun"xonwoOnu3mxH"wu[oExuz "� Mmw�xmwMn1ui"uo�xamuOrm�•swNc NI!NLR CoxwnaOwuPmuunaxro orvun HmMnsuouuxa"H3 oeruunxONix,•uaxao O�axEq ow uia�ui N W l IRv33 vn N4GiIC �' OMIMUIR f"•U 0""M 1 6.00"FROM MAX CORNER(TYPJ O.C.(TYP.) 2.0"FROM 11.0"MAX. SEE TABLEBEI,OW .• F. Ir--_jl CORNER(TYP.) (Typ,) IN 7 7 O OF "0° xDx fl AN ORSCHEDULE 11.0"MAXI- 0. xOx ��4fii4S C1G�`,`�� PRODUCE FROM MAX.O.C.AT MAX.O.C.AT (TYP.) �iil. O L E tt SEETABLE BELOW MI.) SIZE CORNE HEAD JAMBS xobb�l igd�.�'dE f1.OW011 PS N.7J7n di07£ 4( 80.0"X 84.0" 6" 22.5" 24.0" 3.a 0uu M/1DP10 DUR eW<�av FBIr W wNOP111 MATM x>zos7a 64.0"X68.0" 6" 17.25" 11.0" _ FL p: T T X" X" 80.0"X 82.0" 6" 22.5" 17.5" "X" "X" F L 14911 b 6.0"FROM 90.0"X 84.0" 19.5" 24.0" DATE:07,02.2018 I DWG.BY: CHIC.BY: CORNER(TYP.) 2.0"FROM ANCHOR STRAP 71.5"X60.0" 6" 19.75" 12.0" CORNER(TYP.) - �A H FN P/N 50-2995-2 SCALE: NTS SEE SHEET 8 FOR DETAILS DWG•a: SW D053 n ANCHOR LAYOUT ANCHOR LAYOUT SHEET: UGH F NAIL FIN 3 OF 8 UNIT MAX• Silver Line n WIDTH yyAO SEE SHEET 1 t,5i A B 5 e ONE SILVERUNE DRIVE NORM ERUNSIMM M ORM E E 0 OPP. PH:800 2344M B uOa B no11 F Z'� 6 6 6 UNIT MAX. a Q m HEIGHT K s z� SEESHEETI OPP. 6 � T X C A �jo 6 Tx. D;>;N �J F m m co < o y w a 6"FROM D.C.AX. 2.0"FROM 11.0"MAX. Z CORNER(TYP.) ELEVATION SEE TABLE BELOW CORNER (TYP.) REMARKS BY DATE STH FBC EDITION FM 10/17 11.0"MAX (TYP.) nicuunuun^x"erua"rsomc"HN:Dx1ViEcwuc ,) MAX. � "O° "O" "O" "O" nOu nO:: Nm.u+"m.n¢auiuummmro�awR.sNars sm."srtaxmm"NSOuseRuruumvm"nure . O.C.(TYP.) _ rmu.xew®nuwwrsnnnumxmx..umsm ii SEETABLEBELOW O1°N�um wiu�s� i� rwi�� T T T T T T .N•7.7� o X" x x X x x :* : aVFROM S OF 1- ,� f fL CORNER(TYP.) - 2.0"FROM . CORNER(TYP.) - Cyd .,� L�p.. (r� A ANCHOR STRAP - Aki� P/N 50-2995-2 SEE SHEET 8 FOR DETAILS ANCHOR LAYOUT %a �'' ANCHOR LAYOUT NAIL FIN „ THROUGH FRAME EPE °QAL"10Av 3 HDi AU7HOIRAl10N Nu'AS7! c ANCHOR SCHEDULE FL N. PRODUCT FROM MAX.O.C.AT MAX.O.C.AT F L14911 �! SI2E CORNERS HEAD JAMBS DATE: 107.0"X 07.02.2018 62o011 X. 6" 24.0" 7.0" DWG.B4 cH HFN 74.0" 6" 24.0" 12.25" SCALE: NTS a DWG.s: SWD053 SHEET: OF 8 Silver Line Mnde'RM 940002911111v s, ONESRVERUNEDNYE 1/Bx NORTH BRUNSWIOI,NJ 06902 PX:E00 231-0ESR y Z Wp aQR %21 irit� prj\ p a o�� SEE GLAZING SEE GLAZING uj o s o a y DETAIL SHEET 1 DETAIL SHEET 1 �z- }m m MAX. MAX. >2 w D.LO. D.LO. h �d a HEIGHT HEIGHT C � a REMARKS BY DATE d 6TH FBC EDITION FM 10/17 J MAX. O MAX. O FRAME FRAME HEIGHT EXTERIOR T TERIOR HEIGHT EXTERIOR (�"n INTERIOR rxcumAUAnox onA¢so0aumxewxuEauRNc o Axo M�TxOTRGtfCIACiWlm11m16)xFRMAN1DRc sm.,FFneaxwmxs FAusFRarNunaxro otxAre i a F�ilr�xxF�uoAs�wu�nlFr�uFmvw�irc ff - a mmNnm HN1lFlFmm T16roWMxlf. ' MAX. MAX. '' e\�•�..S ��,' D.LO. D.L.O. HEIGHT SEE GLAZING HEIGHT SEE GLAZING 2 DETAILSHEEii DETAIL SHEET I 5 OFrw o 0 ��i+aStifP N.73aE� ROf✓mA PE Ne 75710 BIRlOMO g10P$�DlpC� We OAIDA EPAOI,F�7700f FEPE OISR.OF AUiHOF=WH Nu 32M FL#: Ul FL14911 DATE:07.02.2018 DWG.BY: cH HFN 3 SCALE: NTS n VERTICAL SECTION (1 VERTICAL SECTION DWG.n: SWD053 B NM FW INSTAUANON THROUGH FRAME INSTALLATION SHEET: 1 OF 8 R SNe�r Ldi MM SEE NOTE 1 SEE GLAZING SEE NOTE 1 INTERIOR SEE NOTE 2 SEE GLAZING SEE NOTE 1-\ DETAIL SHEET 1 DETAIL SHEET 1 C=00 OO F.2 ONE SLLVERUNE DRIVE NORM BRUNSWICK,Nl 03902 X:SDD 234422.8© ZIQo8o yzoom�z Z z p L=n Lu 0 9W �` d CO 3 EXTERIOR = m CO W A HORIZONTAL SECTION 'y Q HORIZONTAL SECTION HORIZONTAL SECTION F a 6 LOWER SASH 6 MULLION 6 LOWER SASH REMARKS BY DATE NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION 6TH FBC EDITION FM 10/17 i� SEE GLAZING SEE NOTE 2 INTERIOR 3xevui nanPnNuoowerElEUInKKEaB+Duc .E DETAILSHEET 1 _ w•xm.uuau7w�mxmm�araKKVEDRc 13 SEE GLAZING art.omemxanelauvuuanuKnamacwn DETAIL SHEET �w x¢KmaRo vKI7K�nesn'ieK 701n SEE GLAZING �DETAIL SHEET1 SEE GLAZING "%%lFEflIF7fiI DETAILSHEETI z: • N 7 e1. R �� SA OF =4: 0 lip•"� ��� EXTERIOR Is>�1 FIuan10.3dt um P ROPS.ING 7272E '.' W,C. OBum ELY0. ETE DAM BEACK FL a p HORIZONTAL SECTION E HORIZONTAL SECTION F HORIZONTAL SECTION FTIM OF H. 29M 6 UPPER SASH 6 MULLION 6 UPPER SASH F L14911 NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION DATE:07.02.2018 3 DWG.BY: CHK.BY: NOTES: JA HFN '? 1. REINFORCEMENT REQUIRED FOR: SCALE: NTS 48.0"X 84.0",O/X,DESIGN PRESSURE+20/-20 Sof X84.0",O/X-OX,DESIGN PRESSURE+15/45 DING.#: SWD053 2. REINFORCEMENT NOT REQUIRED FOR: SHEET: 80.0"X 62.0",O/X-OX,DESIGN PRESSURE+20/-20 i O OF 8 SilverLlne taAndgfM ONESD.V ME DRIVE MIN.EDGE MIN. NORM BRUNSWICK,N10e903 DH:800]944278 EXTERIOR INTERIOR DISTANCE r EMBEDMENT SUBSTRATE 1/4"MAX. Z SUBSTRATE *SH BYOTHERS SHIM SPACE y BYOTHERSWOaINTERIORcc OaMIN. MIN.EDGE �� E9 9 91 EDGE DISTANCE EMBEDMENT DISTANCE C 2^ o ILLL,111 vW7ZQ _dW x� SUBSTRATE 1/4"MAX. d m m BY OTHERS SHIM SPACE y C7 w MIN. C EMBEDMENT EXTERIOR EXTERIOR INTERIOR F i q�ANCHOR DETAIL ANCHOR DETAIL rc",\ ANCHOR DETAIL REMARKS BY DATE 7 NAIL FIN(SILL) 7 NAIL FIN(JAMB) 7 NAIL FIN(HEAD) 6TH FOC EDITION FM 10/17 7xEUBuwmxoOAusoOwun xeROxA7esBuue .1 sµDm.uvam"x�ow�um"mu°mONSuncnmAmNa fR"NTIF RULILGBIFMSOFTAOEDNUDN.AIIDMEO eS MIN. OPdxO]IORAt01n[RfIW1MVAl1ERrtSIEaK T '• xM1MEMSfBPIR!W"elxee004RM. r MIN. EDGE DISTANCE `t`.�1fi�Il JlJf/r! EMBEDMEBY OTSUBSTHERS `� �% �fr�i' SUBSTRATE ��� a BY OTHERS 1/4"MAX. �` `�•' 'Aa i SHIM SPACE MIN. * t N 7 EMBEDMENT k o SPACE OF LlO1EDF7INTERIOR 4Dp,'MIN.AM SEDGE DITO % EXTERIOR INTERIOR WOEXTERIOR aeaO ORS.NO 's �•'"�W � oAbA eEAOI'L ANCHOR DETAIL ANCHOR DETAIL iWT WAM-0"°'N.21578 7 THROUGHFRAME(JAMB) 7 THROUGHFRAME(HEAD) FL q. FL14911 F" DATE:07.02.2018 DWG.BY: CHK.BY: } A HFN 3. SCALE: NTS DwG.s: SWD053 F SHEET: 7 OF 8 Siiveriine (5)#14 PANCAKE HEAD MAndFm Fi SCREWS FROM STRAP TO 4.000D 4.0000 FRAME,HOLES PROVIDED TO ACCOMODATE#14 DIA. 2.0000 2.0000 1/4"ITW TAPCON ANCHOR 0.500 4"FROM CORNERS 16"MAX.O.C.THEREAFTERONESRVERONEDRNE 2X WOOD BUCK OF SUFFICIENT NO9TH BRUNSWICK.W 08902 PH:18001234-4229 DEPTH TO FULLY SUPPORT O.O6Z0 I WINDOW FRAME. 4.0020 BYOTHERS h 0.500012) 11/4'MIN. co O z ° Q a EMBEDMENT e 2.3750 . 11/2"MIN.EDGE D:O 0 5 1, LU Z F o �� • '•• " .•,• DISTANCE = �u LD 4 �C90 a� Zgst3 0.7500 2"MIN.EDGE (2) 3.0000(2) 6.0000 INSTALLATION ANCHORS F p ?= 9 DISTANCE CONCRETE/MASONRY STRAP TO a u FROM ANCHOR BY OTHERS OPENING.SEE ANCHOR rW PLAN VIEW-ANCHOR STRAP(P/N 50-2995-2) REQUIREMENTS BELOW. BUCK INSTALLATION DETAIL LLJ h v a �d ANCHOR STRAP ANCHORING REQUIREMENTS: a A. FOR INSTALLATION TO CONCRETE/MASONRY,USE(4)3/16"ITW TAPCONS PER STRAP, REMARKS BY I DATE MIN.1-1/4"EMBEDMENT,MIN.1-3/4"EDGE DISTANCE. NOTE: 6TH FBC EDITION FM 10/17 B. FOR INSTALLATION TO METAL STUD,USE(4)#10 SELF-DRILUNG SCREWS,GR.5,PER 1. LOCATION OF BUCK OR WINDOW ANCHORS MAYBE STRAP.MIN.3 THREADS PENETRATION,MIN.3/4"EDGE DISTANCE. ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER ' C. FOR INSTALLATION TO WOOD,USE(4)#SO WOOD SCREWS PER STRAP.MIN.1-1/2" SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C. EMBEDMENT,MIN.1"EDGE DISTANCE. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, i E NS A UnaxoErN SoffQllroxeRONAPeGMMC •Z ArmsurxorsEr2aAawCmXmswXSXUAsrtaxc stsE.x sne mxomoxs cause umAwnox ro uvure EX"X1111FIIEpUNFNENI30EiA0EDxEXEWADRI8F0 eMfiXEEROXMCXIIFRSWILL,R VMFSI1e5iEC"C . PONMENRiBNU.SEWxx1M[i P001MBR. Llglrry2jt fi i INSTALLATION NOTES: \� 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. y •;�` •.s;•; pi' r ANCHOR SCHEDULE 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF v N 7 T THE MAXIMUM SIZE LISTED. MIN.EDGE i METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE w* A 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR OF y LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONWOOD:MIN.SG=0.55 410 WOOD SCREW y ANCHOR TO THE NEXT. FLAT HEAD 1.50 0.75' " 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. METAL:18 GAUGE #10 TEK SCREW FLAT 31HREADS MIN if�l S r SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. Steel,MIN.Fy=33KSI HEAD PENETRATION 0.50" R�isaDA4 1 x 0.ae THROUGH BEYOND METAL BUILDING DROPS.INC e S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER, LL°E DANA BEMH BL /'Ste AND SIDING. FRAME CONCRETE: 3/16"ITW TAPCON PAN FM CM.OF AU NCANA .2WM 6. FOR MASONRY OF CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE MINIMUM.EMBEDMENT AND EDGE Yc=3000PSI HEAD OR HEX HEAD 1.SD" 2.25" FL#. •� /�(] DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE,SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE MASONRY:CMU per F L1491 Z a INFORMATION. ASTM C90 MIN.2000 3/16"ITW TAPCON PAN 1.50" 2.00" 0,8 5 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION PSI RESISTANT COATING. HEAD OR HEX HEAD DATE:07,02,2DWG.BY: CHK.BY: .„ JA WOOD:MIN.SG=O.SS #8 WOOD SCREW 1.50" HFN 0.75' R 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS SCALE: NTS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. - NAIL FIN 'k 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND METAL:18 GAUGE 3 THREADS MIN#g TEK SCREW PENETRATION 050^ DWG'#` SW D053 . E ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR STEEL,MIN.Fy=33KSI SHEET: BEYOND METAL MANUFACTURER. O OF 8