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HomeMy WebLinkAboutProduct Approval RECEIVED R W R W Building Consultants, Inc. JAN 2 6 2018 BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valdco,FL 33595 Phone 813.659:9197 ST. Lucie County, Permitting Florida Board of Professional Engineers Certificate of Authorization No.9813 /duct Evalu"vion Relibr / /' i October l 2016 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Fiber_Classic and Smooth-Star Exterior Swinging 118 Industrial Drive Composite Edge Opaque Fiberglass Single Door Doors Exterior Door Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.for Therma Tru Corporation based on Rule Chapter No..61 G20-3, Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When.used in areas:requiring wind borne.debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product.meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-20468..1 require further engineering analysis by a licensed engineer or registered architect. 6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.1 for size and,design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W.Haney, P.E. ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell W.Haney, P.E. TEL 01461612 ASTM E1886-05/1996-09&ASTM E330-02 Testing Evaluation Lab._,Inc. V.K.Wright 2. Drawing No. Prepared by Signed&Sealed by No. FL-20468.1 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared bV Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. g��G6fla0Q8ta0Bp� 4. QualityAssurance Certificate of Participation issued by National Accreditation and ©•,a� �,••••G`p� �,�� Management Institute,certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies v e No 43409 p with ISO/IEC 17020 and Guide 53. s ° o ;O^ STATE OF .ell , 0P,,1, Lyndon F.Schmidt,P.E. FL PE No.43409 10/20/2016 Sheet 1 of 1 `1111111111/,2, ® f -o. �= 11HERMAIIRU =_ �= m DOORS U a Qy M zyo N "A o m Fiber-Classico & Smooth-Star. "'P wo`'�� 1 11111 m z6wo U N•• V \ o L O Z m 0 U COMPOSITE EDGE t m LL 3FRAME WIDTH OPAQUE FIBERGLASS'SINGLE DOOR E c_ cW � o° 1a INS WING/OUTS WING Z~ e "1M PACT' �Z w =O O� N P C7 �O OZ §V)$ GENERAL NOTES z ? w g� ¢ ¢O T. This product has been evaluated and is in compliance with the 5th Edition(201 O 4)Florida 4 z w� `d " w w Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" O= ,� 00,9 m o (HVHZ). C7 �_ c>> O o aEn "' - 2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment X m W a a " to base material shall be beyond wall dressing or stucco. < a a E LL VLL 3. When used in areas requiring wind borne debris protection,this product complies with } m Section 1609.1.2 of the FBC and does not require an impact resistant covering.This E product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. U k 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown o for 2x buck masonry construction. Z 3 - o 5. Site conditions that deviate from the details of this drawing require further engineering in analysis by a licensed engineer or registered architect. — 6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers a and must be stained or painted within six months of installation. a u TABLE OF CONTENTS m SHEET!# DESCRIPTION z 1 Typical Elevations,Design Pressures&General Notes o W z a 2 Door Panel Details a o LL DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) z 3 Elevations 4 Horizontal&Vertical Crass Sections(2X Buck) CONFIGURATION fNSWING OUTSWING O z Z 5 Horizontal&Vertical Cross Sections(1X Buck) POSITIVE NEGATIVE POSITIVE NEGATIVE DA,F:08/02/16 � 6 Horizontal&Vertical Cross Sections(Direct fo Masonry) SCALE N.T.S. 7 , ,&V erfical rosSections(Thresholds) x +67.0 -67.0 +67.0 -67.0 B Buck&Frame Anchoring MG.BY: JK m 9 Hardware Details cxx.BY: LFS 3 € See Sheet 3 for Hardware Specifications to components B DRAWING NO.: � 11 Bill of Materials FL-20468.1 0 N SHEET 1 OF 11 V sq'z" V, EXTERIOR 1.199, 0.406' EXTERIOR 1.8;.198" 0.51— U. V.—A 0.5" 1.199, 0.408' X: 1.199, 1.87T C.): R _0 0 COMPOSITE .....Vic CAP COMPOSITE > CAP fillro O 6;;6 z .0'n' z STILE INTERIOR LOCK BLOCK INTERIOR LOCK BLOCK STILE :2 0 x ZO COMPOSITE HINGE STILE (12-5-LONG LVQ (ENGINEERED WOOD) COMPOSITE HINGE STILE (12.5-LONG WOOD) (ENGINEERED WOOD) E 7.0 CAP CAP (ENGINEERED WOOD) .a 0 cs E ..t =� on. (ENGINEERED WOOD) (nm �M m Q.a. HORIZONTAL oz ry 9v HORIZONTAL CROSS SECTION 2 L CROSS SECTION E 6 . . 2 2 .1 Ic ui cd 1 :30 T TOP RAIL I (COMPOSITE/ENGINEERED Ln WOOD) Ln 36.(rMAX. 35.81 WMAX. 35.813"MAX. 0 DOOR DOOR DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH 0 4 0 c=; FOAM CORE co (POLYURETHANE- S 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR ffiV) 3 in �E �E Q z z < ¢ 1 a RBERGLASS SKIN d 0 0 (0.073-THK.) 0 0 < C, 2 Ep Zo BOTTOM RAIL I I ~ z CR 1.71" (COMP.) Z 0 a z 0 K-3'-'\VERTICAL CROSS SECTION I—A \VERTICAL CROSS SECTION z _2� -1-05/02/16 1 z SCAM N.T.S. MG.BY: JK co CHK.8Y.- LFS DRAMNG NO.: DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.1 41 0 42 U 7 40 M Door U1 Door�111K �Hlbd R\Clients\Therma Tru PERMANENTVI-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1-3.dwg,3.1 A N IM fs N ta.N a H EEIV Q X V W � O a A �T O O° —a3„ cn rD A W O 1 00 o H im 07W n y x O y D A O•W a3 0 0 o O D m c S m A O O O+ o O � � O 0 Dao 0 1 to p 0 � s 0 Q G � (p U 0 rn 90 s A csi o � � o a om om - bbi: o O O F<: El Ll � U U y m C �mOm mA_m N N c d N g i No.43409 i $ PRODUCT: 0acumente Prepared W. —0 STATE OF �1 f n THERMA—TRU Lyndon F. Schmidt ��//�••• FLpR\pP•.•'• IW o Z\ FIBERGLASS DOOR P.E. No. 43409 AL ` �\\ PART OR ASSEMBLY: GD BUILDING CONSULTANTS, 1�1�111L x fA P.O. Box 230, Volrico, FL 33595 rn NO DATE BY ELEVATIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 6 R.W.BUILDING CONSULTANTS INC. R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1.3.dwg,4.1 m- oa A z e IN ope m IN . e m d N � r �O O w n m�0 -fin N o N to a 0• �n o j m O m z N I0 0 CD a.ao A Q N 9 Z1 go T v y �.�s �c A N �• to a O Z y A a a O �7 a o n O 0 O a A 1-1/4"MIN. P B.RYP.) �n O 2 0. z �= !.I to ��n n �n m � O y Zo Is � o m p. 3 op p �3 > �z r to z `\I11111111!!!! *.SCPi1�J�0 •�� : No.aaaos PRODUCT: Documents Proparod By: iO, STATE OF ' iHERMA—TRU Lyndon F. Schmidt ��'�' R20R19R• IA N c F13ERCLASS DOOR P.E. No. 43409 'O/ A` G`` y N PART OR ASSEMBLY: GD�}/ BUILDING CONSULTANTS,III�l�lltt`G_ lu Co 7C In 0kp P.O. Box 230, Volrlco, FL 33595 rn NO DATE BY HORIZONTAL & VERTICAL Y phone No.: 813.859.9197 REVISIONS CROSS SECTIONS (2X BUCK) FBPE CA No. 9813 0 2016 R.W.SUILOINO C—SULTANTS INC. R:\ClientATherma Tru PERMANENT\A-Florida Product Approvals\FL-20468 W8DR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1-3.dwg,S.1 A 3 O . z � M -G < °.A C n � > 0�2 w n �N CEO p X -� .No n i r) A N A o 3 n O 0 A- 0PC N Ip 0 ZI 70 a 0 N C2 �p m a c m m o bf�+ Q N �m D° cO o rn �o mea v°. o X r v Cn y�y O A0 H 9 t0 ryl O. o Z m �v ;c) . . . 0 A °v n A } Z-I O rtt A A � Q A N YA N P CO=x c0 N OX C r -¢n 5.0 o a 22. N Z M m� � �A G/�1 No.43409`f/F o gg $ PRODUCT: Documents Prepared BY: STATE;OF [e THERMA—TRU Lyndon F. Schmidt ��i(•'• ft0Ftk `. •d\� I� to o Z o FIBERGLASS DOOR P.E. No. 43409 SiOrINA�t ```� D a y N PART OR ASSEMBLY: GD�7��BUILDING CONSULTANTS, IN� P y � 0 c�Ll/I/ P.O. Box 230, Valrico, FL 33595 rn NO DATE BY HORIZONTAL & VERTICAL f/Y phone No: 613,659.9797 REVISIONS CROSS SECTIONS (iX BUCK) FBPE C.A. No. 9a13 0 2016 R.W.BUILDING CDN8l1L—NTB INC. 1111114ittljfj/ 15 tan, �N z E !c''O=fin MAX. Q11 MAX. tY • ° •� Q � 6;; .. / pf ,r^—�.., z o to d C 1 C — —� 1 `� UN OZ a o � xZS E P Z m a a. 40 41 42 40 41 42 a m a a 2 E oz c41 EXTERIOR INTERIOR NN EXTERIOR INTERIOR J -'o 1 VERTICAL CROSS SEC110N 4 VERTICAL CROSS SECTION p 6 Shown Direct to Masom6 Shawn Direct to Masonry =o >o Ouiswing only w(49/16'jamb Outswing only w/6•9/16jamb a o DIRECT TO MASONRY MAX.DESIGN PRESSURE: ¢0 w/STANDARD STRIKE=±55PSF err w/SECURITY STRIKE= ±65 PSF aZ v UI O 00 r U E 1 1 fn 1 1 C /. C UI E y y Z_ ZEn Z 2 N `� INTERIOR 40 41 42 O INTERIOR yr 40 41 42 N N o e M o .� G.j tI EMB.(TYp) 1-114"MIN. m EMB.PYP.) w �C 4 c p o ° EXTERIOR E a - E 1_1/4'MiN. ° Q o EMB.(TYP.) EXTERIOR z a M 1-1/4'MIN. DATE:08/02116 = W tt-----��--EMB.(TYP.j scA o N.T.S. So 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Shown HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION � Dir, dK m -- b Shown Direct to Masa b Shown Direct to Mason cm BY. LFS 3 b Shown Direct to Masonry b Shown Direct to Moso Outswin only w16 9/16'amb E Outswi only w(44(16"amb Outswing'onlyw/6-9/16'jamb 9 Y 1 DRAWING NO.: n9 Y 1 Outswingonlyw/4-9/1b jamb FL-20468.1 0 VIDEr 6 Dv 11 u c Notes: 1.Sill Item#'s 17,18,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8 X 2-1/2'pfh screws at each end. Sin Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1 IT pfh screws at each end. 0 Sill Item#15 is attached to Jambs utilizing(4)#10 X 1-1/7'pph screws at each end. _V * C Q n .Nt7 z Oz�n �•.•• ••`GJ��S d a INTERIOR EXTERIOR INTERIOR EXTERIOR //!1 1111{{{{ i o m d �x , On z n�l� U N jj V 9 V U %z l a Ern 40 4142g 40 41 42 9 ` a "c 'm a OIL a M sem . z 32 38 39 33 34 35 36 37 .1 C w S SEE NOTE 1 E SEE NOTE 1 E o �'d F- U e G: e 1 .q a F m 4 WC) 1 VERTICAL CROSS SECTION o O 7 Insw ng sill 2 VERTICAL CROSS SECTION �a 7 Inswing Sill r � m a EXTERIOR INTERIOR EXTERIOR INTERIOR k 0 3 40 41 42 7 16 17 18 40 41 42 N z 0 $ 10 D Of LL SEE NOTE I E 15 SEE NOTE 1 E K o t+ z v' m � n. w i �.. o O o �� �• Z a z DATE:08I 2116 z 3 VERTICAL CROSS SECTION scu> N.T.S. 7 Outswing Sin 4 VERTICAL CROSS SECTION DWG.BY: JK m Public Access Sill Mar: LFS 3 E DRAWWG ND.: m r FL-20468.1 a SNEEf 7 OF 11 d R:\Clients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2014)\FL-20468.1-3.dwg,8.1 0 Z oa X a 0 2 a 90v O >C Z 16 MAX. 4"(TYP.) O.C.(TYP.) c o. V o O � � 13"MAX. N.(TYP.) I+ O.C.(TYP.) j c rn m � 2 0� n O z n n jO o 14"MAX. 6"(TYP.)-►{ > w O.C.(TYP.) - x yr 'A sc it � `�.� v••�c�,vaF••:?' — No.4 09 i 4 PRODUCT: Documents Prevered By: —�0 STATE OF T r' THERMA—TRU Lyndon F. Schmidt i . ��i/SjS�O0 FIBERGLASS DOOR P.E. Na. 43409 1NAL1��``�` r ` -i N PART OR ASSEMBLY: ILDING CONSULTANTS, (rv� I- P.O. Box 230, Volrlco, FL 33595 NO DATE rn BY BUCK k FRAME ANCHORING Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 2016 R.W.9llILDIND CDN9IJLTANT9 INC. ``�LLnurrrrq _n; * zEj, oZ oZ �m: � �O o o 28 o 5y o LL 2X BUCK ( r v r / ��``�`` >>M W SEE HINGE O ^O 111TLT 2 o m o 1X BUCK G DETAIL(TYP.J ``''Y aU"'N z � o DIRECT TO M Q 26 o Ern zmzc4i MASONRY a` m M 560 t m a m 0. 3 4 CIO 2X BUCK 25 h 'E `O z —� O SEETONGUE 'cw 1X BUCK G 27 +I 00 :p STRIKE DETAIL = 2X BUCK ( 8 3d S DIRECT TO M $ ,� in 7 p o RYp,I ry v MASONRY Q pO o^= ;7-) ` 1X BUCK G o_ N LATCH&DEADBOLiDETAIL DIRECTTO MASONRY M 31 �o En Kwilaet S ~ o I� SEE LATCH TONGUE STRIKE DETAILS m .3 2X BUCK ( &DEADBOLT SEE LATCH u pom C 2u w 3 DETAIL F �m a o G &DEADBOLT u 1XBUCK 8 DETAIL j M 1 E' DNASONRY SUPLA STRIKE a a 0 } g 28 2X BUCK ( m E N 8 1X BUCK G LL a STRIKE JAMB HINGE JAMB STRIKE JAMB DIRECT TO (� f7 0 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY I 30 U) LS z 8 1XBUCK G o 27 DIRECTTO M MASONRY ( 2X BUCK LATCH&DEADBOLTDETAIL 29 G 1X BUCK Multipoint Lock a LATCH&DEADBOLTDETAIL 8B Schlage (y1 DIRECTTO MULTIPOINT LOCK STRIKE DETAILS MASONRY LATCH&DEADBOLT STRIKE DETAILS DIRECTTO o 1 (Standard Deadbolt Strike Plate) M MASONRY 24 —. 23 a O o F 4 z v E -TF-08102116 i z 2 DEADBOLT STRIKE DETAILS HINGE DETAIL owc er: N J}( F (Security Deadbolt Strike Plate) CHK BY: LFS JK s E DRAWING NO.: R FL-20468.1 0 SHEET 9 OF 1I N U a `��N 11 a llllii n 4.56 7.59" 7.5' o _C,) zF`�O=LLQ � 0m i W;.• � .. y� ryv' iii''''' ••....P O````�. >°°m i — I gill lilt, %% w M tomo 2.36"m$ OoEe c o n 3NSWINBG THRESHOLD y .- 0a uwng Basic Fixed 7-1/2'Sil WOOJAMB m z INSWNHOLD Hz Inswnompos to Adjustable 5117-1/2 oo U) 4t wa 4.56" 5.83" 3 4.56" - Z to to z cui in Uf � r Oc c (NSWING THRESHOLD 38 INSWING THRESHOLD rZOUfS—1 G THRESHOLD 33 Urswing Basic Faed 501 Inswing Composite Adjustable S11 Composite SR 1 Z S M a- 5.75' i? w W o 5.7T 4.58' �m o � o K o E a INSWING THRESHOLD r m E 34 I.Ing Moderate Climate Sill 13/8" 39 INSWING THRESHOLD Inswing Basic Composite Adjustable 501 ,��OUISWING THRESHOLD Composite/Aluminum Si t K 0 5.75' V) 3 Z 6.0" 0 0 S in N S.7S' N m O LL O O 2 aINSWING THRESHOLD 0 >; 3.5 Insving Moderate Climate S11 z 218 OLITSW(NG THRESHOLD o % to/Aluminum Sill Break)a 5.75 jomal Fw az a m z z o0 n onTe 08/02/16 i h � —PJ' I souE N.T.S. 2 INSWING THRESHOLD ��^-1.79 F-1.97 1_I 2.06" °"c•B' JK m 36 E Insving Bas.Faed 53/4"S11 o Z. rsAx:NO.: LFS C5 SWEEP SWEEP SWEEP o y a— 7p FL-20468.1 N SHEET 10 OF 11 V ``111111111ffff BILL OF MATERIALS BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIA[ A 1 X BUCK SG>=0.42 WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL 'rJ` 6 ( ) �tD:7 z &q.0 n B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL �v:, :hg`s a C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '�,� •. ..... �t�i`�� 2 N D 1XX 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ���'ff P � >>n m E- MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL f 111 1 0°m z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL a N o � G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL Em 0m J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH B,DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \ -0 `a. a yM t Rtm o L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 3 �a m a a a m M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E g Z N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP a 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP cc in 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP mo a $ 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP ;E 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP !Sin 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - Fm o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - a m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) 18 OUTSWING THRESHOLD ALUM/COMP a a 22 #8 x 3/4"PFH WOOD SCREW STEEL r 23 #10 x 3/4"PFH WOOD SCREW STEEL m E 24 #10 x 1"PFH WOOD SCREW STEEL V k o � CONCRETE ANCHOR NOTES: Q 1.Concrete anchor locations at the comers may be adjusted to maintain the min. N edge distance to mortarjoints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. $ 3.Concrete anchor table: z :ANCHOR ANCHOk MIN MIN CCEARpNCE MIN CLEdkgNCE; w v TO MASL7NRY TO ADJACENT a TYRE SIZE EMBEDMENT a ....: EDGE.i:. .. ANCIiOR.S:.::.; o m TAPCON® 1/4" 1-1/4" 2" 4" z z ELCO 1/4" 1.1/4" 1" 4" DAM 08/02 16 _2 ULTRACON® SCALE N.T.S. o W ITW ® 3/16" 1-1/4" AS SHOWN 1-1/2" DWG.W.. JK m' TAP:ON CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: ORAW ND NO.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of m FL-20468.1 wood screws to prevent the splitting of wood. e SHM 11 OF 11 V f. Florida Building Code Online Page 1 of 3 ilif W-R— BCIS Home Log In User Registration Hot Topic Submit Surcharge !. Stats&Facts Publications FBC Staff SCIS Site Map € Links Search ba ;;; Product Approval s""-USER:Public User u, r� RECEIVED rLs�.r�+�rfsn Product Approval Menu>Product or Application Search>Application List>Application Detail rt iL� JAN 2 6 2018 FL# FL19715-R3 Application Type Revision Code Version 2017 ST. Ludo County, Permitting Application Status Approved Comments Archived Ci Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (651)264-4178 Nicholas.Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive _ North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.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 Q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden 9 Validation Checklist-Hardcopy Received Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkI hGuE.. 1/21/2018 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 Summary of Products FL# Model,Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL19715 R3 II SWD002 SS 2017-06-15.Ddf 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 Installations Instructions and Product FL19715 R3 AE PER4875 SS 2017-06-14.odf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD012 SS 2017-06-14.0f Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4807 SS 2017-06-14.1)df Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD010 SS 2017-06-14.0f Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product FL19715 R3 AE PER4805 SS 2017-06-14.1)df Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19715 R3 II SWD011 SS 2017-06-14.pd Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Evaluation Report for design pressure tables and limitations Created by Independent Third Party: Yes of use. Back -_ Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGuf... 1/21/2018 INSTALLATION NOTES, SilverLine 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SILVER LINE BUILDING PRODUCTS n)%AndeTSen SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM SERIES 70 - MODEL 2127 wrxooNrs-000Rs NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. ONE SILVERLINE b- 3. 1NSTALLINDIVIDUAL INSTALLATIONANCHORSWTTHINATOLERANCE OFt1/2 EXTRUDED VINYL SINGLE HUNG WINDOW N°RTM:(752)435-1000 esoz vH:Trsz)X36-toxo INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. (IMPACT) n N 3 H m,r m 11uu Y 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING w a SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE3/8INCH.SHIM WHERE GENERAL NOTES: p Z Z 12 p U m F f E SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED j�OO Z -=LL Q v OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND - 0<2 MANUFACTURED TO COMPLY WITH THE 6TH EDITION n Z - w S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS h 2 F w N<w LU Im SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: LUI Fa w H LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD • TAS 201-94 Q N Z C, m Q Z T SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/8"EDGE DISTANCE. • TAS 202-94 F _ • TAS 203-94 Cil V) Q Lu p • ASTM E330-02 TABLE OF CONTENTS y t, m 6. FIN INSTALLATION:FOR INSTALLATION INTO METAL STUD USE#8 ,ILL o. E' SELF-TAPPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 ASTM E1886-05 F-I ne m THREA05 PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN • ASTM E1996.06/09/12 SHEET REVISION SHEET DESCRIPTION r MIN.3/8"EDGE DISTANCE. AAMA/WDMA/CSA 101/I.S.2/A44G-08 „1 1 - INSTAL.ATION 6 GENERAL NOTES F 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING 2. ADEQUACY OF THE EXISTING STRUCTURAL 2 - ELEVATION 6 ANCHOR LAYOUTS USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2INCH CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING In MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3 - VERTICAL d HORIZONTAL SECTIONS(NAIL FIN) >- WITHSTANDING AND TRANSFERRING APPLIED PRODUCT Co 8. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4 - VERTICAL 6 HORIZONTAL SECTIONS(THROUGH FRAME) ,^ CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF _ HORIZONTAL SECTIONS,BUCK INSTALLATION,GLAZING v' DIAMETER R\N TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH INSTALLATION. 5 DETAIL,6 REINFORCEMENT Z MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.13/4"EDGE IX AND 2X BUCKS WHEN USED SHALL BE DESIGNED AND DISTANCE. 3. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR O z 9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE FURTHER DETAILS OF BUCK INSTALLATION. 0 #10 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM q, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE H o. OF 3 THREADS PENETRATION BEYOND METAL WALL. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR > 30. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION w tj V) INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, LU A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE CL 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT MAX OVERALL SIZE DESIGN COATING. APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR CONFIG. MISSILE AHI. WIDTH HEIGHT PRESSURE IMPACT RATING 12. FOR HOLLOW BLOCK AND GROUT FI LLED BLOCK,DO NOT INSTALL S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \�LI LLL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 52" 73" O/X •55/-60 PSF LMI/SMI RE THIS PRODUCT IN AREAS REQUIRING IMPAR \ FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. RESISTANCE. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. WINDOW FRAME MATERIAL:PVC O FNZ; •.••A— MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE WOOD IN ACCORDANCE WITH THE 6TH EDITION FBC, - USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 7. = - SPECIFIEDBYTHEANCHORMANUFACTURER. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED — 1 J OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN y; F 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON CHAPTER 23. ••- SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: b A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 �id�•.. .••O� ' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. n Co N m Z J D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH ¢La Z y LL ¢H MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. V 2 Q Z E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL THICKNESS O p OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE. MCI#; F. ALUMINUM-MINIMUM ALLOY 6063-T5.MINIMUM WALLTHICKNESS OF 5 W D011 1/16".MIN.1/2"EDGE DISTANCE. Digitally signed by Hermes F.Norero,P.E. Date:Reason:01706.4Pr22:011:6-04'00' FL#: FL19715 SHEET: 1 OF rj SilVt'.C6 byArtksen WI%OD Wa,DOORE ONE SA,IERLINE DRIVE NORSH EA NSWIC WQS942 PH,V52)435-IOM MAX,O.A FRAME WIDTH 52" MAX.O.L.O, oa a N ^ D 47.69" 3"MAX.FROM ^'`�� 6"MAX. 6.FROM X cD go. S 3 4 CORNERS I O C CORNERS n F 4 6"MAX. m C O.C. HEIGHT 33.50• 3 k 3 a 5 12.50"MAX. CIA m MAX.O,A FRAME T-^ HEIGHT73" I V) Z MAX.D.W. "X" W MAX. 6.25"MAX. Q Z HEIGHT 33.50' FROM FROM kn o CORNERS CORNERS L ? (� W A D ( JZ '0 3 4 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT SINGLE HUNG WINDOW NAIL FIN•SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW �1 L L fill may' .• i�iuLUL � � V) pG p DWG#:YV S boil SHEET: 2 OF 5 CONCRETE/MASONRY 11/2°MIN. $ilverLind BY OTHERS EMBEDMENT bYAnde15e11 CAULK BETWEEN CONCRETE/MASONRY S 2X ,•,•'a� �� � •+• ', WOOD BUCK BY OTHERS ;'a •' .; 2X WOOD BUCK BY OTHERS wixaows•000ae SEE SHEET 5 FOR 3/B"MIN. otr sa vewxNe ORrve CONNECTION DETAILS EDGE DIST. woa�ew 4Yll&�a99a2 #B WOOD SCREW INSTALLA7ION ANCHOR m EXTERIOR FINISH 1/4"MAX. MIN.3/8"EDGE DISTANCE a m a BY OTHERS L 1/4"MAX. SHIM SPACE a O PERIMETER �, SHIM SPACE is 3 a _ SEALANT O.A. BY OTHERS rB a UNIT c HEIGHT EXTERIOR INTERIOR MIN.3 THREADS Fj< DETAI4 SLAW 5 PENETRATION BEYOND m W SHEET METAL STRUCTURE fai } SCREW SEE GLAZING INTERIOR INGil. ALLATION APNCHOR ° m PING DETAIL,SHEET 5 METAL STUD OTHERS �� , < g SEE SHEET S INN ATISTALLON VERTICAL SECTION o SEE NOTE 14 3 HEAD-2X WOOD BUCK ;:;;' SHEATHING m NAIL FIN BY OTHERS `"�--EXTERIOR FINISH BY OTHERS SEE GLAZING4EXTERIOR PERIMETER SEALANT O DETAIL,SHEET 5 BY OTHERS O.A. S ` EXTERIOR INTERIOR UNIT WIDTH Lu w GS UNIT C HORIZONTAL SECTION / HEIGHT PERIMETER SEALANT JAMS-METAL STUD, BY OTHERS 1 3 1/4"MAX. NAIL FIN SHIM SPACE EXTERIOR FINISH BY OTHERS i•,••, '• ` #B WOOD SCREW r INSTALLATION ANCHOR 3/8"MIN. r .+ EDGE DIST. 'r 2X WOOD BUCK BY OTHERS d SEE SHEET 5FOR °' 4• .;' r�i��•r �cPRa�+� � CONNECTION DETAILS * • °•'• 0 CONCRETE/MASONRY ���a 11 n I1Nri� CAULK BETWEEN BY OTHERS CONCRETE/MASONRY A 2X 11/2"MIN. ►r M ay0 N m �y WOOD BUCK BY OTHERS EMBEDMENT a ; A15 VERTICAL SECTION DWG : SILL- NAIL FIN BUCK S W D011 SHEET: 3 OF 5 #10 WOOD SCREW 2X WOOD BUCK/STUD SIIVCCL ng INSTALLATION ANCHOR 3/4"MIN. BY OTHERS bYA11deJ5e11 CONCRETE/MASONRY AOSTO ERRYS pD&E DISTANC< SEE SHEET 5 FOR CAULK BETWEEN e' • •. CONNECTION DETAILS 1/4"MAX. i n' .. SHIM SPACE MIN.3 THREADS CONCRETE/MASONRY a''' PENETRATION BEYOND BY OTHERS SEE GLAZING METAL STRUCTURE WIND 0 W i•D 00 R f DETAIL SHEET 5 mae savew we oRxvE EXTERIOR FINISH 11/2"MIN. ^\ 3 NORn1RRurlswuwwoesoz BY OTHERS EMBEDMENT INTERIOR YY M(762)i'5-10M #10 GR.5SELF-TAPPING SCREW I INSTALLATION ANCHOR �° � PERIMETER SEALANT SHIM SPACE METAL TUBE/STUD OR APPROVED d o vi KJ A BY OTHERS / _ MULLION BY OTHERS, / I SEE SHEET 1 INSTALLATION f O.A. EXTERIOR I / INTERIOR NOTE 14 n x°' W UNIT / EXTERIOR MIN,1/2"EDGE DISTANCE a= �N T a mS w � HEIGHT ca co co PERIMETER SEALANT 5i`< SEE GLAZING f BY OTHERS EXTERIOR FINISH yy, m DETAIL,SHEET 5 BY OTHERS S w o O.A. 0"5 M UNIT a WIDTH E VERTICAL SECTION F HORIZONTAL SECTION 4 HEAD-2X WOOD BUCK 4 JAMB-METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME THROUGH FRAME-BELOW MEETING RAIL Z SEE GLAZING 11/2"M]N O p DETAIL,SHEET 5 EMBEDMENT EXTERIORJINIERIOR 1X WOOD BUCK(OPTIONAL) 1/4"MAX. BY OTHERS SHIM SPACE CONCRETE/MASONRY INTERIOR L w UNIT BY OTHERS `• c HEIGHT INSTALLATION NCH R • SEE'L DETAIL S3/16"PH TTW TAPCON SEE EET 5 1/4"MAX. �n -til PERIMETER SEALANT SHIM SPACE `P �_ 11 11f lli BY OTHERS g MIN.13/4" . . �:. 11... Nj'D EXTERIOR FINISH •. •' .. .' ; EDGE DISTANCE yv _ / O. d 2 BY OTHERS e +• L_ EXTERIOR d CONCRETE/MASONRY ' '• •:a '.! A. BY OTHERS K 4 'J PERIMETER SEALANT ; • BY OT HERS '.' ,,• •; a• + •' • , EXTERIOR FINISH d�•' ••' b ' e ;•' •a %.v::d .`• BY OTHERS UNITy•••* a WIDTH //IIIIII�3►1� W N _ V Z (� VERTICAL SECTION G HORIZONTAL SECTION 4 SILL-CONCRETE/MASONRY 4 JAMB-CONCRETE/MASONRY/]X BUCK DWG#; THROUGH FRAME THROUGH FRAME-ABOVE MEETING RAIL S W DO 11 SHEET. 4 OF 5 r SilverLine brAndersen 43/64°O.A.I,G.LAMINATED GLA55 �Is CONSISTING OF: 0000a 1/8"ANNEALED GLASS ONE Sn_9Ea6WE ONQ m. 2 7/32"STEEL SPACER NOP BRUNUNSWiCCK 8902 "* 3/32"ANNEALED GLASS 0,090"SAFLEX PV8INTERLAYER BY EXTERIOR v EASTMAN CHEMICAL COMPANY N �i m INTERIOR 3/32"ANNEALED GLASS ^'3 m o `^ id uj oo��,EXTERIOR \I INTERIOR c a b STEEL SPACER w Ii w o I� VERTICAL SECTION 1/e"OR 3/32° MIN.GLA " _ a 5 MEETINGOLE SETTING BLOCK SITE 7/166 DOW 995 SEALANT GLAZING DETAIL c T m N Z 0.83" 0.87" NOTE: O ZO 1, LOCATION OF BUCK OR WINDOW ANCHORS MAY BE In p�I f 0.9'T 1�— ADJUSTED MAINTAIN MIN,CENTER TO CENTER !- l" SPACING BETWEEN ANCHORS �j S SUCH THAT MAX.O.C. 0,06" SPACING SPECIFIED IS NOT EXCEEDED. (L h 0.45" 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. a OLOCK RAIL TOP O LOCK MEETING RAIL " ALUMINUM ALUMINUM 1/4"ITW TAPCON ANCHOR 4"FROM CORNERS 16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT 0.34" DEPTH TO FULLY SUPPORT WINDOW FRAME. ' BY OTHERS p --Sy-0.13" _ I 11/4"MIN T -0,46" EMBEDMENT :;. r• , 11/2" = F 7" MIN EDGE • 0,8 :�' '. . '� DISTANCE :� < OBOTTOM LIFT RAIL dl SASH 2"MIN.EDGE 3 10 ALUMINUM DISTANCE CONCRETE/MASONRY ��� *FR`,��: W BY OTHERS ��l mo n a 'aCO y m J V1 REINFORCEMENT DETAILS BUCK INSTALLATION DETAIL o o , �= y Z DWG#: S W D011 SHEET: 5 of 5 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 s A Perfect Solution in Every Drop Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.$478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 70—Extruded Vinyl Single Hung Window (Impact Rated) f©r Florida Product Approval FL# FL.1971.5 Report No. 4806 6th Edition Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: Series 70 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions,SW0011 Prepared for: Silver Live Building Products One Silverflne Dr. North Brunswick,NJ 0$90 F. aOle Prepared by: ti`�4,;••' - - -po Herines F. Norero, P.E. 7 Florida Professional Engineer#73778 Date:05/05/2017 ; T Tcc Contents: 00 92� Evaluation Report Pages I—4 �4�1 %9/0NA1- Digitally signed by Hermes F.Norero,P.E. Hermes¢. t`� 1! j Reason:I am approving this document 'e�0,%P.E. Date:2017.06.14 21:52:22-04'00 Florida No.73778 _ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 05/05/2017 Certificate of Authorization:29578 Report No: 4806 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(d) Product Name: Series 70 Single Hung Window 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 6th Edition Florida Building Code. See Installation Instructions SWD011,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 61h Edition Florida Building Code,including 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 61 Edition Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD011 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD011 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 Date: 05/05/2017 A Perfect Solution in Every Drop Report No: 4806 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association(FBC Organization#:QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories,Inc. (FBC.Organization#TST1589) Report: Dated: NCTL 110-16327-1 08/13/2013 NCTL 110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 QO\ DUILUIM3 UKV1 J FL#: FL19715 Date. 05/05/2017 A Perfect Solution in Every Drop Report No: 4806 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: A. For two by(2X)wood frame.substrate(Min.S.G.=0.55), use#8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame,Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete(Min.f =3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X),non-structural,wood bucking is employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.f =3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed,use 3/16"diameter 1TW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel stud substrate(Min"18 Ga., Fy=33'ksi),use#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4