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HomeMy WebLinkAboutProduct Approval - Single Hung • �v ` �� l ' 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH File Copy 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report ZOO/ -05z� REVIEWED FUH of CODE COMPLIANCL- American Craftsman Windows ST. LUCIE COUNTY TY Silver Line Windows and Doors j6IBOC aL 70 Series / V1 Series / (2907 / 4907) Single-Hung Windows (NON-HVHZ)(NON-IMPACT) for Florida Product Approval FL# FL14911 to Report No. 7264 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: 70 Series/V1 Series/ (2907 /4907) Single- Hung Windows Material: Vinyl Product Dimensions: See Installation Instructions, SWD053 Prepared for: Silver Line Windows and Doors One Silverline Drive North Brunswick, NJ 08902 `��� E' O Prepared by: .�'�.� . E• s Hermes F. Norero, P.E. =* N 7 7 Florida Professional Engineer#73778 = -O S A = 7F Date: 10/14/2020 OF O IDP.•' �� Contents: Evaluation Report Pages 1—3 0/j; Digitally signed by Hermes F Norero Reason: I am approving this document Hermes F. Norero, P.E. Date:2020.10.22 02:28:02+02'00' Florida P.E. No. 73778 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 10/14/20 ` Certificate of Authorization:29578 Report N0: 7264 Manufacturer: American Craftsman Windows,Silver Line Windows and Doors Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: 70 Series/V1 Series/(2907/4907)Single-Hung Windows (NON-HVHZ) (NON-IMPACT) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Windows and Doors 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 Installation Instructions 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 P.E. No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 /20 A Perfect Solution in Every Drop! Date: 1No: 726 �4 � Report No: 264 Certificate of Authorization:29578 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 evaluated 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#:ATI G1000.01-109-47 Report Date: 08/08/2016 Report#: H1562.01-201-47 Report Date: 08/29/2017 Report#:ATI G8077.01-109-47 Report Date: 03/29/2017 Report#:ATI D2935.01-109-47 Report Date: 12/30/2013 Report#:ATI G0996.01-109-47 Report Date: 08/02/2016 Report#: G8437.01-201-47-R1 Report Date: 03/16/2017 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 P.E. No. 73778 Page 3 of 3 N AMERICAN CRAFTSMAN WINDOWS NAMERICAN CRAFTSMAN WINDON DOWS " SILVER LINE WINDOWS AND DOORS SILVER LINE BRUNWICK, N08902 D DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,N108902 PH:(888)741-0354 70 SERIES / VI SERIES / (290714907) SINGLE-HUNG WINDOWS (NON-HVHZ)(NON-IMPACT) 6!00 GENERAL NOTES: W Z Z r7 Z s ) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION _ z m"' DESIGN PRESSURE TABLE TABLE OF CONTENTS W C'J 2 FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS �2 p m BEEN EVALUATED ACCORDING TO THE FOLLOWING: SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING SHEET REVISION SHEET DESCRIPTION y • AAMA/WDMA/CSA 101/I.S.2/A440-11 ..c z d \a 40.0"X 68.0" O/X +35/-35 PSF NON-IMPACT i - GENERAL NOTES&GLAZING DETAILS LL+r` P 2. ADEQUACY OF THE EXISTING STRUCTURAL 44.0"X 60.0" O/X +35/-35 PSF NON-IMPACT 2 - ELEVATION&ANCHOR LAYOUTS P: o_ CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 48.0"X 84.0" CIA +20/-20 PSF NON-IMPACT 3 - ELEVATION&ANCHOR LAYOUTS REMARKS BY DATI AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 80.0"X 84.0" O/X-O/X +15/-15 PSF NON-IMPACT 4 - ELEVATION&ANCHOR LAYOUTS 6TH FBC EDITION FM 10/1 WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 7TH FBC EDITION NUS 10114/ LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 64.0"X 68.0" O/X-O/X +35/-35 PSF NON-IMPACT 5 - VERTICAL SECTIONS ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 80.0"X 82.0" O/X-O/X +20/-20 PSF NON-IMPACT 6 - HORIZONTAL SECTIONS 3. 1X AND 2X BUCKS WHEN USED SHALL BE DESIGNED AND 90.0"X 74.0" O/X-O/X +15/-15 PSF NON-IMPACT 7 - ANCHOR DETAILS THurmuuTaN DEruu FEsc-NE O.-GENET ( 1 .ND-1NDTurEECTRCTUREc-ONSEDRRSREca ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 71.5"X 60.0" O/X-O/X +35/-35 PSF NON-IMPACT _ ANCHOR STRAP DETAIL,INSTALLATION NOTES AND ANCHOR sp IFs CDRDnw uns ISE IN AUD-ON R UCENH.I ON T.DEhe FROM THE REQUIREMENTS DEt STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 8 SCHEDULE ENGINEER ON RRCWTECT HULL NRENRRE-SRDEIC RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 107.0"X 62.0" O/X-O/X-O/X +35/-35 PSF NON-IMPACT OOOUMEN FOR USE-T 5D000MENT. igitally signed by Hermes F Norero FOR THE PROJECT OF INSTALLATION. 107.0"X 74.0" O/X-O/X-O/X +20/-20 PSF NON-IMPACTReason:1 am approving this documen ate:2020 1(lE2 .460119700' 4 THE N DETAILS DESCRIBED HEREIN ARE GENERIC AND MAYNOT ROEFLEECT ACTUAL CONDITIONS FOR A SPECIFIC O SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE �% FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED E••S'•' '� �� ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC �" 0 DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ N 7 7 AREAS. 43/64"O.A. INSULATED GLASS S A OF 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON -- A Jy GLAZING NOTES: THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. EXTERIOR INTERIOR 1i C)� O IDP:• �/ C 1. GLASS TYPE&THICKNESS SHALL COMPLY WITH ASTM E1300 6. WINDOW FRAME MATERIAL:PVC REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS O C �SS CA �� \ PER THE FBC.TEMPER AND SAFETY GLAZING REQUIREMENTS SHALL BE LU E � (..)� ❑c N 7. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 / STEEL SPACER REVIEWED ON A SITE SPECIFIC BASIS. W - (D_ 1d�Q�. ' GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. O �e E.A IAu�aE.CH ooi 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A)AS W 7 ED aae ccaT.OF BERCH.F1 3 No.ssaTe I 1 REFERENCED IN FBC CHAPTER 24. rL J d 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER FL a \ 0 1/2"MIN. THAN 36"AS PER FBC CHAPTER 24. F L 1` 9 11 GLASS BITE 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN GLASS CHARTS. DATE: 07.02.2018 DWG.BY: CHK BY. GLAZING DETAIL JA HFN SCALE: NTS DWG.U: SWD053 SHEET: OF 8 AMERICAN CRAFTSMAN WINDON UNIT MAX. SILVER LINE WINDOWS AND DOOI WIDTH SEE SHEET 1 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 A B PH:(888)741-0354 5 5 D OPP. a Z� 6 vtn� F o 3 V 0 6 ElO G O a Q R w ,, 3Z o _-_ m" UNIT MAX. W 2? = Z`-- HEIGHT y 2= a 0 SEE SHEET 1 /f W= Rif g � r J cc =T T WC�Z O 6Z OPP. / � w�nz W� 6 „XI � z E- a REMARKS BY DATI 6TH FBC EDITION FM 1011 QUALIFIED CONFIGURATIONS 7TH FBC EDITION NUS o/ia/ ELEVATION ARCH TOP CONFIGURATIONS FOR ALL 2907-4907 RATINGS,SINGLE UNIT CONFIGURATIONS 1NF I.--ON MTMES DESCRIBED HEREIN ME GENET M/.T HOT RENfR ACNAL RA EPEOi SRE.IF Nn CONpigNS— ToOE— FROMMFREQUIREMFNROET AVCENSE ENGINEER OR ARCHITECT SHAll PREPARE SITE SPECIFIC —1—FOR USE WITH THIS DOCVMENT. 2.0"FROM 11.0"MAX. 6"FROM CORNER(TYP.) (TYP.) ��IIIII�JJ� CORNER(TYP.) f ````� O'11,1s i PO , N . 7 7 MAX. p "p ' S A OF O.C.(TYP.) Gj SEE TABLE BELOW O 11.0"MAX. P.E.Np jb2M ANCHOR SCHEDULE sae F DANA aAaF aw.�sx PRODUCT FROM MAX.O.C.AT MAX.O.C.AT DAwR,6EACN,z ]JODE T FaPc mET a AUTNOMZA,gM No xasTe SIZE CORNERS HEAD JAMBS FL#: 40.0"X 6" 14.0" 18.51, XI. F L 149 1 1 X, 68.01' 44.0"X 6" 16.0" 16.0" 07.02.2018 60.0' I DATE: 6.0"FROM 48.0"X 2.0"FROM L DWG.BY: CHK.BY: CORNER(TYP.)T 84.0" 6" 18.0" 24.0" CORNER �A HFN 1 ANCHOR LAYOUT SCALE: NTS ANCHOR LAYOUT NAIL FIN DWG.u: SWD053 THROUGH FRAME SHEET: RNN OF 8 AMERICAN CRAFTSMAN WINDON UNIT MAX. SILVER LINE WINDOWS AND DOOI WIDTH SEE SHEET 1 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 5 5 PH:(888)741-0354 E D Opp. u 6 e P Z F ORC 6 o oo £ 6 N2� g E[�= 31 W 3Z s O5 O O l7mma=` UNITMAX. W2Z u Zi<_e73 HEIGHT 10== a o 9 o SEES HEET 1 C T T W> RB 6 OPP. I A rr Z D o m 6 X„ ��X�� W En Z w N F- a REMARKS BY DATI 6TH FBC EDITION FM 10/1 7TH FBC EDITION NUS 10/14/ ELEVATION QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2907-4907 RATINGS,TWIN UNIT CONFIGURATIONS THE IxsTAQAnoN oETULs DEscRIRCD NEREN ARE GENE irtN--RE-ACTWL COROVOOxS FOR A SPFCI E x-GDNDmaxsuusE WnuuTpx TO i THE DEvu REQUIREMENTS DETULEO NEREIN,A UCFNSE' ENGINEER OR ARCHITECT SHALL PREPARE SOF SPECIFK OOCUMExTSiOR VSEW HIS DOCUMENT. 6.00"FROM MAX. CORNER(TYP.) O.C.(TYP.) 2.0"FROM 11.0"MAX. ```SS1111I�1�7j7' SEE TABLE E BELOW ..,. .. 7� CORNER(TYP.) (TYP.) O PO R N .77 o SA OF t � �O p ;:tutu MAX. ANCHOR SCHEDULE 11.0"MAX.- D.C.(TYP.) PRODUCT FROM MAX.O.C.AT MAX.O.C.AT (TYP.) T} i� SEE TABLE BELOWE ! SIZE CORNERS HEAD JAMBS I a�x�u1�R P.E.Nc 7,P.. eUB1FB0 DtoFb�1+C 80.0"X 84.0" 6" 22.5" 24.0" we E DMIA BEACH BL`A./}yB T 1 ouaA BEAcC Z sww 1/ FSPE m0 a Aura.R 33 F 4 xas�e 64.0"X 68.0" 6" 17.25" 11.0" FL#: I I T T FL14911 80.0"X 82.0" 6" 22.5" 17.5" .'X.. "X"6.0"FROM l' 90.0"X 84.0" DATE:07.02.2018 6" 19.5" 24.0" CORNER(TYP.)r 2.0"FROM DWG.J�Y: `"KHFN 1 ANCHOR STRAP 71.5"X 60.0" 6" 19.75" 12.0" CORNER(TYP.) T P/N 50-2995-2 SCALE: NTS1 SEE SHEET 8 FOR DETAILS DWG.#: SW D053 ANCHOR LAYOUT ANCHOR LAYOUT SHEET: THROUGH FRAME NAIL FIN J� OF 8 UNIT MAX. WIDTH AMERICAN CRAFTSMAN WINDOV SEE SHEET 1 SILVER LINE WINDOWS AND DOOI A 5 5 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 OPP. 0 6 6 6 F: B 0 B 0.1 F v. 6 6 6 3 U UNIT MAX. ! N Up > m HEIGHT W 3 Z Q 0 V R 3 SEE SHEET I // oUO p C7 m�ai �I T T T " 6 OPP. I I �Z)N i Z i�e7 6 ,[ W U2 O m mT !f/ OnZU ~ / W sn wa w d 6"FROM MAX. F= a CORNER(TYP.) O.C.(TYP.) ELEVATION 2.0"FROM 11.0"MAX. REMARKS BY DATI 1� SEE TABLE BELOW CORNER(TYP.) (TYP.) 6TH FBC EDITION FM 10/1 I I I I 7TH FBC EDITION NUS 0/14/ 11.0"MAX.E (TYP.) THE IMTAIEAMxI DFTMIt DEEWRED NFRf�x ARE OFNFI "O" "O" "O" AND MAY NOT RE r ACNMCONDEIIONS FORAERFCIi MAX. "0" "0" "O" SITE.IE—CONDm--INSTALunON TO DENIA O.C.(TYP.) F HE REWIREMENTS DFT EO HEREIN,A UEENSEe SEE TABLE BELOW �! I.TS cr s.F. ARE srtE SRFufx: Exn HITTO Wrt THrs OocUMEM. „X., E..S 6.0"FROM ! / / 2.0"FROM CORNER(TYP.) S A OF T CORNER(TYP.) ANCHOR STRAP 1 0,n p P/N 50-2995-2 SEE SHEET FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT NAIL FIN i ° sae E.°AwA E OH Bow./ve °"THROUGH FRAME ""BB K"�'Z ON N lave CERT.Dv ROH.e11 3 Mo.ze57e FL N: ANCHOR SCHEDULE F L 14911 PRODUCT FROM MAX.O.C.AT MAX.O.C.AT SIZE CORNERS HEAD JAMBS 107.0"X DATE: 07.02.2018 62.0" 6" 24.0 7.0 DWG.BY: CHK.BY: 107.0"x 2ao° 1zzs" JA HFN . . 74.0" 6" SCALE: NTS DWG.a: SWD053 SHEET: OF 8 AMERICAN CRAFTSMAN WINDON SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,N108902 PH:(888)741-0354 rn Z o0 v � 2Foa 0 O c LL$ Q Q �30 ° tea: N22 _Zss;:71 j SEE GLAZING GLAZING y � SEE j 2 DETAIL SHEET 1 DETAIL SHEET 1 W 2 m$ 2 m r MAX. MAX. n 2 D.L.O. D.L.O. HEIGHT HEIGHT LP: REMARKS BY DATI 6TH FBC EDITION FM 10/1 MAX. MAX Q O 7TH FBC EDITION NUS 10/14/ FRAME FRAME EXTERIOR HEIGHT EXTERIOR INTERIOR INTERIOR ND HEIGHT F iITE`SF NOT pRARS DESGi4ED HEREIN RAGFNEI NOi 0.ERERARUAI CONDrtiOxS FOR A SPF K O 5ROR-CQUIRE N5 GUSE iNGT,LLUTON TDDFNA O EROM THE REQUIRE-"011--LEDEHEREIN,E UCFNSE ENGINEER OR MCHITER SIW!PREPARE SIZE SPFEIFN DOCUMENRiW USE wrt UMFLrt. MAX. MAX. �� F O D.L.O. D.L.O. HEIGHT SEE GLAZING HEIGHT SEE GLAZING O DETAIL SHEET 1 �DETAIL SHEET 1 �* Z N . 7 SA OF � • kloD d 0 Q r lot 398 E.OANIA EEAOI EL19.O OANIA KROHAUTHORIZATION Ft aww O O FBVE CENT.OF AUTHORIUlIOH Nw 39S'/! FL#: FL14911 DATE: 07.02.2018 DWG.BY: CHK.BV: JA HFN SCALE: NTS VERTICAL SECTION VERTICAL SECTION DWG.# SW D053 5 NAIL FIN INSTALLATION 5 THROUGH FRAME INSTALLATION SHEET: OF 8 SEE NOTE 1 SEE GLAZING SEE NOTE 1 SEE NOTE 1 INTERIOR SEE NOTE 2 SEE GLAZING AMERICAN CRAFTSMAN WINDON DETAIL SHEET 1 DETAIL SHEET 1 SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE ' o D NORTH BRUNSWIC 08902 L7 PH:(888)741-0354 q D 00 00 0o a u f:DaCD rz zm E O D D D N D a Z d 4 D © �Z� ° z:sa m 10 0. oD �3p C p q Lu Z-=ell I �_= z 0.9 F�D.L.O. EXTERIOR D.L.O. W= off $ wc� z Vim^ MAX.FRAME WIDTH w =Z HORIZONTAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION w� d <Q 6 LOWER SASH 6 MULLION 6 LOWER SASH F E. NAIL FIN INSTALLATION THROUGH FRAME INSTALLATION REMARKS BY DATI 6TH FBC EDITION FM 10/T SEE GLAZING SEE NOTE 2trE3 INTERIOR 7TH FBC EDITION NUS 10/14/ DETAIL SHEET 1 SEE GLAZING DETAIL SHEET 1 of=o SEE GLAZING � o0o MI,S1pN DETNLT"ESC GHFRfIx RRF GENFI DETAIL SHEET I SEE GLAZING M1N C.. RCTu. w*wxsroT.—iF L RCO EFIEU 5 G C RF—S FOR PE0HE EQ IREM—GEi HF fix A LKFNSEI DETAIL SHEET 1 EFROR"CHRECFSHRLLRREIRRf—RFCIFooc D Pam'• o S A OF Q Imo-D.L.O. EXTERIOR D.L.O. P <U T O ID <v MAX.FRAME WIDTH �i P.E�� p HORIZONTAL SECTION ? HORIZONTAL SECTION HORIZONTAL SECTION '°°o �"�°H°R°` « RaPE crnr a wnaEezRna1 n>sasTe UPPER SASH UPPERSASH 6 MULLION NAIL FIN INSTALLATION 6 THROUGH FRAME INSTALLATION FL N: FL14911 DATE: 07.02.2018 DWG.BY: CHK.BY: NOTES: JA HFN 1. REINFORCEMENT REQUIRED FOR: SCALE: NTS 48.0"X 84.0",O/X,DESIGN PRESSURE+20/-20 80.0"X 84.0",O/X-OX,DESIGN PRESSURE+1S/-15 DWG.u: SW D053 2. REINFORCEMENT NOT REQUIRED FOR: SHEET: 80.0"X 62.0..'0/X-OX,DESIGN PRESSURE+20/-20 OF 8 AMERICAN CRAFTSMAN WINDON SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 MIN.EDGE MIN. EXTERIOR INTERIOR DISTANCE r EMBEDMENT SUBSTRATE 1/4"MAX. SUBSTRATE A 8 1/4"MAX. BY OTHERS SHIM SPACE BY OTHERS 0 3¢ aa SHIM SPACE rn0R aRa° ^a INTERIOR Z n s m 3 2 �f oee w 3 z a ,s MIN.EDGE O O w l7 m Y=- EDGN.E DISTANCE MIN. DISTANCE j N o Q A r EMBEDMENT SUBSTRATE T 'u o= z II �P 1/4"MAX. W C9 2 a m m T BY OTHERS SHIM SPACE w Zen 2 MIN. E� w a <a EMBEDMENT EXTERIOR EXTERIOR INTERIOR ANCHOR DETAIL ANCHOR DETAIL ANCHOR DETAIL REMARKS BY DATI 7 NAIL FIN(SILL) 7 NAIL FIN(JAMB) 7 NAIL FIN(HEAD) 6TH FBC EDITION FM 10/1 7TH FBC EDITION NUS 10/14/ N DCTMLS DESCRIBED HEREIN ME GENET ELECT ACTUAL C-11-1 FOR A SPFCI'. E ONIXDONS—N6T 1-TOOFVU REQUIREMENTS DETAILED HEREIN,A U[ENSEi MIN. ENG NEER OR ARCHITECT SHALL PREPARE SITE--K EDGE DISTANCE MENTS FOR USE WITH THIS DOCUMENT. MIN. EMBEDMENT SUBSTRATE BY OTHERS SUBSTRATE �so1 BY OTHERS 1/4"MAX. `�� ;•'•E� �i� SHIM SPACE MIN./dm' EMBEDMENT N 7 ,/ O INTERIOR =* Tt -v S A OF D 1/4"MAX. -pO P EDGE DISTANCE o SHIM SPACE .n�s. O 10 •G�/ 0 P 4``�� p P EXTERIOR EXTERIOR INTERIOR see f oRwR sse ANCHOR DETAIL ANCHOR DETAIL DRU BEAd1. 7 *.a w CH,FLZA Fart art Na 2957e 7 THROUGH FRAME(JAMB) 7 THROUGH FRAME(HEAD) FL#: FL14911 DATE:07.02.2018 DWG.BY: CHK.BY: JA HFN SCALE: NTS DWG.#: SWD053 SHEET: 7 OF 8 (5)#14 PANCAKE HEAD AMERICAN CRAFTSMAN WINDON SCREWS FROM STRAP TO 4.0000 4.0000 SILVER LINE WINDOWS AND DO01 FRAME,HOLES PROVIDED [2.0000- 2.0000TO ACCOMODATE#14 DIA. ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 0.500 PH:(888)741-0354 0.0620 F 0.5000 4.0020 p 3 u o ! 2.3750 N Q Z 0 5 0 T a w3o 3= omsP 4 iijZN vary z<<- 1 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO = O i 3 OPENING.SEE ANCHOR w 2 a > co PLAN VIEW-ANCHOR STRAP(P/N 50-2995-2) REQUIREMENTS BELOW. W 2 z a cj = a <a Z a z ANCHOR STRAP ANCHORING REQUIREMENTS: a A. FOR INSTALLATION TO CONCRETE/MASONRY,USE(4)3/16"ITW TAPCONS PER STRAP, REMARKS BY DATI MIN.1-1/4"EMBEDMENT,MIN.1-3/4"EDGE DISTANCE. 6TH FBC EDITION FM 10/1 B. FOR INSTALLATION TO METAL STUD,USE(4)#10 SELF-DRILLING SCREWS,GR.5,PER STRAP.MIN.3 THREADS PENETRATION,MIN.3/4"EDGE DISTANCE. 7TH FBC EDITION NUS 10/14/ C. FOR INSTALLATION TO WOOD,USE(4)#10 WOOD SCREWS PER STRAP.MIN.1-1/2" EMBEDMENT,MIN.1"EDGE DISTANCE. THE roN DETAILS MEWED HEREIN ARE GENET ANO HA,MOT MEFRA SR"WEI— . FROM TIEE EWIRREM NTS DETAIUO ENG'M —ME NTS FOR USE WTHI THIS�UMENT INSTALLATION NOTES: I I IIII��2j/ 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ��� F O 'oi ANCHOR SCHEDULE 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF = \•E i.S•• 'P � THE MAXIMUM SIZE LISTED. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE =* N 7 7 O DISTANCE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.50" 0.75" ` S A OF ANCHOR TO THE NEXT. FLAT HEAD 0� O IDP••• �JL; 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. THROUGH METAL:18 GAUGE #10 TEK SCREW FLAT PENETRATION BEYOND METAL THREADS MI 0.50" ?W P. N SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. Steel,MIN.Fy=33KSI HEAD d�7 p4DE� o* 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER, sae e.DMA KADN aw.f 3x FRAME DANLA REAa,EL v AND SIDING. CONCRETE: 3/16"ITW TAPCON PAN Pc=3000PSI HEAD OR HEX HEAD FL III:1.50" 2 25" �[fRT.Di AUTHMZAT N, MM 6. FOR MASONRY OF CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE MINIMUM EMBEDMENT AND EDGE F L 14911 DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE,SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE MASONRY:CMU per INFORMATION. ASTM C90 MIN.2000 3 HE D O HEX HEAPCON PAN 1.50" 2.00" 07.02.2018 P51 HEAD OR HEX HEAD DATE: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION DWG.BAAY: CHK.BY: JBy RESISTANT COATING. HFN WOOD:MIN.SG=0.55 #8 WOOD SCREW 1.50" 0.75" SCALE: NTS B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. NAIL FIN 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND METAL:18 GAUGE 3 THREADS MIN DWG # SWD053STEEL,MIN.Fy=33KSI #8 TEK SCREW PENETRATION 0.50" SHEET: ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR BEYOND METAL MANUFACTURER. p O OF 8