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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4 � ♦` a d ✓I a* � ® s $ Via- f a: �'-" BCIS Home Log In E User Registration Hot Topic { Submit Surcharge 1 Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida 1 'W.. Product Approval USER:Public User 6�VEL V Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14998-R2 FEB 13 2017 Application Type Revision PERMITTING Code Version 2014 St. Lucie County,Application Status Approved FL Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King,P.E. PI Validation Checklist-Hardcopy Received Certificate of Independence FL14998 R2 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx259j... 2/13/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14998.1 a.Series 5500/5700 Model Extruded PVC Sliding Patio Door-(XO or OX configuration- 5502/5702 up to a nominal 6'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998,1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14998.1 for Design Pressure Ratings,any FL14998 R2 AE Eval 14998.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14998.2 b.Series 5500/5700 Model Extruded PVC Sliding Patio Door with Nailing Fin-(XO or OX 5502/5702 configuration-up to a nominal 6'0 x 68) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14998.2 for Design Pressure Ratings,any FL14998 R2 AE Eval 14998.2.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14998.3 c.Series 5800 Model 5802 Extruded Vinyl Sliding Patio Door with Nailing Fin-(XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998.3.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14998.3 for Design Pressure Ratings,any FL14998 R2 AE Eval 14998.3.Ddf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 14998.4 d.Series 5800 Model 5802 HD Extruded Vinyl"HD Reinforced"Sliding Patio Door with Nailing Fin-(XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14998.4 for Design Pressure Ratings,any FL14998 R2 AE Eval 14998.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14998.5 e.Series 5800 Model 5802 HD Extruded Vinyl"HD Reinforced"Sliding Patio Door without Nailing Fin-(XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14998.5 for Design Pressure Ratings,any FL14998 R2 AE Eva] 14998.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14998.6 f. "WeatherStopper'""Series 5800 Extruded Vinyl"Impact"Sliding Patio Door with Nailing Fin- Model 5802 (XO or OX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14998 R2 II Inst 14998.6.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 14998.6 for Design Pressure Ratings,any https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx259j... 2/13/2017 SilverL ine Z _ yAndersen -N=.� z o_ a a m zCS a N o SERIES 5800 - MODEL 5802 � 9 � x Z o Ern z m m U 98.5'MAX O.A.HN WIDTH � a N M 9 d L a EXTRUDED VINYL 95.5 MAX.FRAME WIDTH V c 0 E 0z SLIDING PATIO DOOR I �Ta W1 NAILING FIN �i% ,i// W "NON-1MPACr' / o = Z� C, wM GENERAL NOTES � X o < o aI. This product has been evaluated and is in compliance with the 5th Edition(2014) < o Florida Building Code(FBC)structural requirements excluding the"High Velocity Q a Hurricane Zone"(HVHZ). 0 2 a 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor 'm embedment to base material shall be beyond wall dressing or stucco. � � m 0 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section N 1609.1.2 of the FBC. z w o 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction.Increase anchor length to account for e sheathing or wall covering. W 5. Site conditions that deviate from the details of this drawing require further � U o engineering analysis by a licensed engineer or registered architect. n w o TABLE OF CONTENTS S SHEET# DESCRIPTION MAX 'MAX. MAX GLASS DESIGN PRESSURE(PSF);' n N FIN PANEL D L,O . o notes DIMENSION•," DIMENSION ., ;DIMEiV31dN TYPE:::' POSMVE ,NEGATIVE I z n v 2 Horizontal cross pressures Dare: 71/76/17 z 3 Vertical cross sections 98.9'X 83.5' 48.5"X 77.5" 43.75'X 72.75" G1 +20.0 20.0 sca E: N.T.S. ° 4 Buck and frame anchorin 5 Bill of materials,glazing detail and components 75.0"X 83.5" 36.5"X 77.5" 31.5"X 72.75" G7 +35.0 •35.0 nwc.BY: KV m CHK.01': LFS DRAWING ND.: p FL—7 4998.3 = o SHEET_L OF S N s R:\Clients\Silverline Building Products-P\Florida Product Approvals\FL-14998-Patio Doors\C-Omwings\FL 14998(2014)\FL-14998.3-11.dwg,5.2 F F.A �3 �z N m O 0 � � a N y T ti z O A , IA a\ \ N N \ N Ep x o � N T W N W n i N W W co A A O � A Q O D N W W o � n r n m A 0 00M0m"llow N H m Fp 01118 No.434o9 Zzc P PRODUCT: D..—t.Prepered By: I SILPATIO Lyndon F. Schmidt I z � � � SLIDING PAHO DOOR P.E. No. 43409 Ss'/p + z m AL tlt T r ti rn PART OR ASSEMBLY: /��7,r!BUILDING CONSULTANTS, INC. '1 � fn\ 1 3 18 15 UPDATE TO 5TH ED. (2014) FBC JK JliUl/ P.O. Box 230, Valrico, FL 33595 I" �+ NO DATE BY HORIZONTAL lY phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 02011 R.W.BUILDING CONSULTANTS INC. 2X FRAMING TO BE DESIGNED SHEATHING/WALL COVERING THICKNESS �J :: /cJG� N BY THE ENGINEER OR ARCHITECT m '�syj a . 1 3/4'MIN. = OF RECORD BASED ON WIND LOADS �z'& D AND THE CLADDING BEING USED. =U: a. N't 7 z rt':Oz o m y: 9 ' ........... -- E ao '����rrrr* N 0 z SEE NOTE 1 �y a o Q B (#8 PPH SMS) ` a E z m c C o 0� ENM �dt o E 9Z NOTE: For 2X stud construction the length of the 14 O D 3 1. anchors shall increase an amount equal n ° to the thickness of any sheathing or wall G1 covering with a minimum of 1-3/4' 4 o z embedment into 2X stud. O _ O 3 ?o Jp- 14 1 VERTICAL CROSS SECTIONa 3 G1 EXTERIOR INTERIOR — O � U j y � EXTERIOR INTERIOR 3 VERTICAL CROSS SECflON o 12 14 3 2X Stud construction a a d 14 (Typ.Q head and jambs) Y} G1 EXTERIOR INTERIOR 'm o Gl v 4 E2 4 a 00 _ 7 _ 0 — 3 � 3 W o CRAWL SPACE FRAMING TO BE DESIGNED Ln 1 1 I I b BY THE ENGINEER OR ARCHITECT. 0 OF RECORD BASED ON WIND LOADS ° v 4 C AND THE CLADDING BEING USED. -� z t F SEE NOTE 1 (#8 PPH SMS) rr 1-3/4"MIN. o a Z a DATE:11116-111 z srnrE N.T.S. 9 m 2 VERTICAL CROSS SECTION M.13Y-. KV m w $ Direct to masonry SHEATHING/WALL COVERING THICKNESS--1 1-- CHK.BY. LFS 3 VERTICAL CROSS SECTION DRAN7NC NO.: 3 2X Stud construction FL-14998.3 )Typ.Q sill) ° SHEET 3 of 5 N G n 9 4.5" 3" 6' &'MAX z orn v 4 m F'�� 7.5" 3 O.C. j :�Y 'a 00n 1 1 4grrr* m`�`. o N..z 0 t`7 a U 0ZQ D �\ nto �mcw \`U TYP• 7-7" 9 THROUGH n < m d a 2X TYP• 15 STRIKE 6 C4 E c BUCK BUCK N w O ::E U FRAME ui N Z 0 `•' WC MASONRY 1 MASONRYc'v = W OPENING OPENING O7 >a M s LL �� 0 a j a O U O K m. O a 3 � E U V_ m c BUCK ANCHORING FRAME ANCHORING 2X MASONRY N En CONCRETE ANCHOR NOTES: (Sash removed for clarify) w g rn 1. Concrete anchor locations at the corners may be adjusted to maintain the min. _ edge distance to mortar joints. o 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to °z e maintain the min.edge distance to mortarjoints,additional concrete anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: N J a MIN CLEARANCE .MIN CLEARANCE.'. 'm ANCHOR :ANCHOR ': MIN' 0 0 TYPE SfZE EMBEDMENT TO MASONRY TO ADJACENT B"MAX EDGE.'` :. .`.:.. ANCHOR O.C. [] ...... .. ..._. .. .. ... ..:..ITW . O l7 Z Z iAP ON43 0 1/4" 1-114" 2" 4" DAM 11116111 9 ELCo I I I I I I I I I 1 I S N.T.S.91 m 4 ® 1/4" 1-1/4" 1" 4" owc.ar: KV - ULTRACON 4.5" 3 _ CHK.BY: LFS 0.1 WOOD SCREW INSTALLATION NOTES: (YP I Lv 1.Maintain a minimum 5/8"edge distance, I"end distance,&1"o.c.spacing of SILL FRAME ANCHORING oanwwc 14998.3 o wood screws to prevent the splitting of wood. (Direct to masonry) FL-14 N SHEET4 aF 5 0 BILL OF MATERIALS 1.63" { `�.t ,• �tJ i� ITEM DESCRIPTION MATERIAL1.63" I I B 2X BUCK SG>=0.55 WOOD L � _Ve � * &•Q=?�� N- C 1/4"SHIM SPACE MAX. - D I D 1/47 X 2-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL y m n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI a, ri! 0.08"E CONCRETE 0.08'301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 � z o m o F 114'X 1-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL I o '��l111I ttt 0 N z 1 MAIN FRAME WITH RECEPTOR` PVC i o z° 2 FIXED INTERLOCK` PVC 4 EQUAL GLASS ADAPTOR o E o 9 m c w SASH SASH INTERLOCK \l 3 SASH' PVC 3 5 to a$ 5 6 t 4 EQUAL GLASS ADAPTOR' PVC [ `a a 5 SASH LOCK MEETING STILE' PVC E `o z 6 SI U.TRACK(6063-T6) ALUMINUM 1 o cTa 7 SILL COVER` PVC 9 #8 X 1-3/4"PPH SMS STEEL j z 12 SASH REINFORCEMENT STEEL ul " 13 GLAZING SPACER STEEL INTERCEPT ALUMINUM 0 1.9d"—� o a 14 PVC GLAZING BEAD' PVC � J� —'.78"--I o ¢o 0.08" luL 1� Jp acs 15 #8 X 3"PPH SMS STEEL �D O.OT' O Z 16 SASH CONTROL DUAL POINT LOCK#2468-84 STEEL 17 GLAZING COMPOUND SILICONE } j4 m 2 FIXED INTERLOCK Z SILL COVER 6 SILL TRACK Z � Q J p p THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED J 0 On z BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". a a c� Y} �m 5 0 5.56' U 12 i a 0.07' � a v zo 1.28" o N n 0.44"GLASS BITE o ���n o 1"THK.GLASS IFri Fn L� 1/8"TEMPERED 0.063' o � 5 a AIR SPACE T2 SASH REINFORCEMENT ? 6 Ll h w z 1/8"TEMPERED o 1 MAIN FRAME o m s I n z Q 1 1 13 �I o DAM 11176111 z t4 1.23" fes— scaF. N.T.S. J DWG.BY. KV m GLAZING DETAIL GLAZING BEAD cwc Br: LFS 14 DRAWING NO.: C'1 FL-14998.3 a n sNEr 5_of 5 " a a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorisation No.9813 F-L-14998.3 Date: April i ,2015 Product Sub Category Manufacturer Product Name Category Silverline Building Products Series 5800-Model 5802 Exterior Sliding Exterior 1 Silverline Drive Extruded Vinyl Doors Door Assemblies North Brunswick,NJ 08902 Sliding Patio Door (732)435-1000 with Nailing Fin-"Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E. (System ID#1998)for Silverline Building Products, 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 is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.Increase anchor length to.account for sheathing or wall covering. 5. Site conditions that deviate from the details of drawing FL-14998.3 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-14998.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI 72469.01-109-47 AAMAIWDMA/CSA101/I.S.2/A440-05 Architectural Testing, Inc. Michael D.Stremmel, P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-14998.3 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance ���® �•`:s0oF � Certificate of Participation issued by Window and Door Manufacturers � Association,certifying that Silverline Building Products is manufacturing into 43409 a products within a quality assurance program that complies with ISO/IEC o L 17020 and Guide 53. m a Y e� -33" T„ STA 4() OF o nsa '� 4©P,�;e' Lyndon F.FL Schmidt, Noa4 409 5/1/2015 Sheet 1 of 1 SilverUne .- " " m 76.0"MAX.OVERALL FRAME WIDTH =1)* � 0;J'^byAndersenz -=4 o * .�— �N Z QjQ�� om WINDOWS • DOORS / / '.,,,� ..• ,,�� > P Zomo �// /// ''''II • 'Pt, U N C4 ••Z v vc, x Z Q SERIES 5500 / 5700 \ E 9 m `2 \ a oc d oa V Ma mdam MODEL 5502 / 5702 E o¢ �w EXTRUDED VINYL SLIDING PATIO DOOR w JTa "NON-IMPACT" Q W Z ry Er �O q ZD � >� OZ > X 0 W 0 CRE m iia v'J WI GENERAL NOTES v LM a v j o a� 1. This product has been evaluated and is in compliance with the 5th Edition a g (2014)Florida Building Code(FBC)structural requirements excluding the a a Q. "High Velocity Hurricane Zone"(HVHZ). xrDO m 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. / g 3. When used in areas requiring wind bome debris protection this product is o required to be protected with an impact resistant covering that complies z with Section 1609.1.2 of the FBC. W w 4. For 2x stud framing construction,anchoring of these units shall be the same o as that shown for 2x buck masonry construction. z .w 5. Site conditions that deviate from the details of this drawing require further a z o engineering analysis by a licensed engineer or registered architect. DIMENSION OVERALL MAx OVERALL:: DESIGN PRESSURE(PS W 9 FRAME -PANEL:-'-.-* D 1 O n r a DIMENSION DIMENSfON POSffIVE NEGA77VE \o j £ TABLE OF CONTENTS n^ m SHEET# DESCRIPTION 71.50"X 95.50" 35.37"X 93.62" 31.0"X 89.0" +20.0 -20.0z aD a 1 Typical elevation,design pressures&general notes Dare: 11/16/11 i 2 Horizontal cross section 71.63"X 80.0" 35.75"X 77.63" 31.12"X 73.0" +35.0 -35.0 SCALE: N.T.S. ° 3 Vertical cross sections Dwc.BY. 4 Buck&frame anchoring 76.0"X 82.0" 37.5"X 79.5" 33.0"x 75.25" +20.0 -20.0 cilx sr: LFS 3 5 Bill of materials,components&glazing detailWING NO, c NOTE:Max.frame width and height occur on separate units. Dw - FFLL—1144 998.1 0 N SIIEET 1 OF 5 V K NOTES: . ••.... �/c9�. n 1.The fixed meeting stile is secured at each end with a rigid ` � vinyl clip into the head and sill using(2)#8 x 1"long PH SMS Z: C. through the clip into the panel and(2)#8x3/'PH SMS through o; the clip into the head and sill. d) 7 z ;,,,, z om2.Reinforcement in meeting stiles always required. i i % �'•.• o, ,o 0 co3,Additional reinforcement required for D.P.>20 PSF or �'��rrr 1 p � Z M m z0 forwldths>75.5" 0 aZti Z 0 Em pm0 �(^ o) D oa 0 a Na MdaM E0 E �z a° 2 O ti p W ZO h >O O oa m cc r N U O K 1/4"MAX.SHIMo z m 1/4"MAX.SHIM SPACE(TYP.) M a SPACE(TYP.) 9 24 1-1/4"MIN. 0 1-1/4"MIN. _ See Note 2 EMB.(TYP.) m EMB.(TYP.) 30 1 i 18 22 30 � 5 INTERIOR m 0 a v Q� oQ o a EJ o o p N m o N O Q c116 110 5 ----GCI 0 � " ❑ o o a p Z 22 G1 Eli a N m 9 24 / ❑ See Note 3 t m i q ❑ 8 p I N_o 0 Z U aSee Note 1 22 4 22 avE: 11/16 11 26 Ei 72 EXTERIOR See Note 2 See Note 3 C B 26 sm-. N.T.S. I owc. Y. KV m _ E E CHK.er: LFS 1 HORIZONTAL CROSS SECTION oa"""�.0 Z FL-14998.1 0 CQ SHEET 2 OF S @ i R::\Cents\Silvertine Building Products-P\Flodda Product Approvals\FL-14998-Patio Doors\C-Drawings\FL 14948(2014)\FL-14998.1-2.dwg,3.1 0 �6 WN 1-1/4"MIN 1/4"MAX. EMB.(TYP.) SHIM SPACE 70 tv W N A1 � + om cr 6 O q• N c Vf Q c� Q ? 1-1/4"MIN M j J w EMB.(TYP,) A rn 114-MAX On SHIM SPACE IMN W--� 0❑ A ©� �o 0 0 o o © o z ` to rn . GNlby/lljOi No.43409 PRODUCT: oecumeDto areoorad ...,?tXpR10*.� f m ? m EXTRUDED VINYL pYEtl No F. Schmidt ide ���SaSJ �G�C`�` m — SLIDINC PATIO DOOR r ,0NAL 1� r/j111111111t1 D '—Z1 2 3 18 15 UPDATE TO 5TR E0. {2014) FBC JK PART OR ASSEMBLY: c7�j BUILDING CONSULTANTS, INC. to n in\ 1 7 25 12 ADD FRAME SIZES JK VERTICAL CROSS SECTIONS U)/ P.O. Box 230, Valrlco, PL 33595 (D' NQ DATE BY Phones No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 Q 2011 1 R.W.BUILDING CONDULTANTD 1- 1 24"(TYP.) \\,�. 4"(TYP.) 4"(TYP.) 46 �4� ••o. •p��r•Vn 4"(IYP.) —6"(TYP.) 4"(TYP.) =U c"5 4"(iYP.) N D A Ij ;7 z F.'0 o 0 •11P111 U no m z o 24 I 26 2X BUCK oto 9 m c w TYP.HEAD ! h N o c°°- &JAMBS 27 1X BUCK \ a` a m n a ! a LZ TYP.HEAD a v c6 BUCK &JAMBSU w Q v 3B hw 2X BUCK I MEETING STILE z d ' SHOWN FOR o REF.ONLY io zo z MEETINGSTILE MASONRY I OPENING oa o� w SHOWN FOR m REF.ONLY Vic: w �z w ZD J � j O rr m ��m 0 BUCK ANCHORING FRAME ANCHORING m 0 MASONRY N z w N O CONCRETE ANCHOR NOTES: o L 0 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 14 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a o 6 g' maintain the min.edge distance to mortarjoints,additional concrete anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. �_N 3. Concrete anchor table: ANCHOR., ANCHOR MIN = MlM:CLEARANCE.: MIN:CLEARANCE d TO MASONRY TO ADJACENT`- MBE bMENT ^Z c°, EDGE....: ANCHOR a BTW .. OATS' 11/16/11 0 TAPCON® 1/4" 1.1/4" 2" 4" SCALE: N.T.S. oELCO ® V, 4" owc.BY: KV m' _ ULTRACON CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: oBAwiHc NO.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-14998.1 wood screws to prevent the splitting of wood. SHEET 4 OF_5_ v f z -BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ......... . z, A 1X BUCK SG 0.55 WOOD 8 2X BUCK SG 0.55 - WOOD- A% C MAX.1/4!'SHIM SPACE 0. WOOD <=Z r 6 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 1 EXTRUDED P .090"MAIN FRAME#5501 BY SILVERUNE* ........... -p 0 PVC 3 EXTRUDED PVC.090"SILL#5523 BY SILV RUNE* ci PVC * %*,- UZI 2-°1= 10 ; 4 EXTRUDED PVC.035"GLAZING BEAD#5517 BY SILVERLINE* fil Col�4• z PVC 5 EXTRUDED PVC.09(Y'PANEL RAIL/STI E#5504 BY SILVERUNF*- 0 xz'� PVC 8 EXTRUDED PVC.09(FPANEL INTERLOCK#5508 BYSILVERIJNE* PVC C; 9 SLIDING PATIO DOOR HANDLE LOCK SET,HA GLAZING BEAD 't a: vi I ton A M HANDLE r4 ENT In a. I — SLIDING PATIO DOOR ROLLER ASSEMBLY#11-1935.687�L- 6 OMLL� t L: . 'a 12 ROLLING PATIO DOOR SCREEN E' o z 13 SILL TRACK#5524 BY SILVERUNE -EALUMINUM 14 GLAZING COMPOUND - SILICONE 16 WEATHERSTRIP PILE.270 X.220,PANEL STILES&RAILS(ULTRAAFAB) PILE ro 20 INTERCEPT SPACER STEEL C) 1 SETTINGBLOCKCL 22 STEEL STILE REINFORCEMENT.125-#5516 BY SILVERLINE STEEL 24 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL T L 6 #10 X 2-1/4'PPH WOOD SCREW STEEL 27 11,V'x 3-1/4"H.H ITW CONCRETE SCREW aSTEEL ny FL- =- I CAULK SILICONE -30 C3 0 0 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED C3 J P=mRn 0 rn BY EXTRUDERS LICENSEES IN"HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". d D a 00 TRACK a I( Gc co o 4.44"GLASS BITE zco 3/4'THICK GLASS w W 0 14 ii � cu4.8" .4 1/6'TEMPERED F- FT-11 JOME:F-j" z AIRSPACE F H011.0 I — M 21 a2i El cR 1/8"TEMPERED FT 20 0 1 I ^� M L z 4 —0 2�14"-j a z a a z LATE: 11 16/71 FRAME CK 17111 9 a GT 7'�-L0 'lWMER.L0,CXC,,,,, SCALE: N.T.S. - Head&jamb Fixed and acilve D".BY, Kv 10 CHK.BY-. LFS 'Y* DlWlhG—�IJO F_1 99 L—14995.1 s T 5 j _ , 5 krU '; OF 5 R W. R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 ! Evaluation Report tee Date: April 6,2015 Product Sub Category Manufacturer Product Name Category Silverline Building Products Series 5500/5700 Exterior Sliding Exterior 1 Silverline Drive Model 5502/5700 Doors Door Assemblies North Brunswick,NJ 08902 Extruded Vinyl Sliding Patio Door (732)435-1000 1 "Non-Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F. Schmidt,P.E. (System ID#1998)for Silverline Building Products,based on Rule Chapter No.61G20-3, 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 is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 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-14998.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-14998.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI E6284.01-109-47 AAMANVDMA/CSA 101/i.S.2/A440-05 Architectural Testing, Inc. John Waskow, P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-14998.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. ��®�p0�@a9Q9gg�d� 4 Quasurance Certificate a eity sof Participation issued by Window and Door Manufacturers 0® .. �.... ��vvvv Association,certifying that Silverline Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC No 434.09 17020 and Guide 53, m t, m ®9 A STATE OF t r Lyndon F.Schmidt,P.E. FL PE No.43409 5/1/2015 Sheet 1 of 1 Silvefflne by A C �N:7 z° f%Q om WINDOWS * DOORS =� �cQANn oa Ema 9UeCr> `oom uSERIES 5800 MODEL 5802 98.5MAX O.A.FIN WIDTHEXTtVDED VINYL a 95.5 MAX.FRAME WIDTH v c o m d a SLIDING PATIO DOOR �_ <w W/ NAILING FIN 'WON-IMPACT` "Z o¢ GENERAL NOTESa m LL O X t. This product has been evaluated and is in compliance with the 5th Edition(2014) a f; o W LL Florida Building Code(PBC)structural requirements excluding the"High Velocity ;E Hurricane Zone"(HVHZ). a 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor ( m embedment to base material shall be beyond wolf dressing or stucco. a 3. When used in areas requiring wind bome debris protection this product is required _ a ato be protected with an impact resistant covering that complies with Section a 1609.1.2 of the FBC. ry z w a 4. For 2x stud framing construction,anchoring of these units shall be the same as that v, shown for 2x buck masonry construction.Increase anchor length to account for sheathing or wall covering. o a S. Site conditions that deviate from the details of this drawing require further a 7 U � engineering analysis by a licensed engineer or registered architect. _ 4 'n f TABLE OF CONTENTS m L F SHEET# DESCRIPTION MAX . . . MAX. MAX SS y I Typicof elevation,design pressures&general notes FIN PANEL: DLO.- NP8 RESIGN .PRESSURE(P%. RE.. n 8 VHorizonDIMENSION''' DIMENSION DIMENSION POSITIVf NEGATIVE, _3 v 2 t.1 cross sections 98.5"X$3.5" 48.5'X 77.5" 43.75"X 72.75" GT +20.0 20.0 Gue t i/t 6f 3 Vertical cross sections o 4 Buck and frame anchorin scnEE: N,T.S. 5 Bill of materials,glazing detail and components 75.0"X 83.5" 36.5"X 77.5" 31.6'X 72.75" Gt +35.0 35.0 nwG."I' m CHH.BY. LFS 3 DRAWING NO, � FL-1;499&3 0 4 Jc SHEET I GF !