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HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd. BUILDING DROPS Suite338 p ` A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4138 FX contact@buildingdrop,s.com Product Evaluation Report Of Silver Line Building Products Corp. V1 Series / 70 Series Single-Hung Window (2127) (Impact) (HVHZ) for Florida Product Approval FL# FL1 9 1 Report No. 4 Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows Sub— Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2127) Material: PVC Product Dimensions: See Installation Instructions,SWDOSO Prepared for: Silver Line Building Products Corp. One Silverline Dr. North Brunswick, NJ 08902 �`��``�E'j►",t,0'®°i®� Prepared by: %ft `�-�. E,oS ap Hermes F. Norero, P.E. ` N . 7 7 Florida Professional Engineer#73778 Date: 01/23/2018 : � S A OF ©� O IDP.a �v Contents: Evaluation Report Pages 1—3 ��i�s`S O Digitally signed by Hermes F.Norero,P.E. Her PI NO 61, P.E. Reason:I am approving this document Florida No. 73778 Date:2018.04.19 00:55:47-04'00' BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 r Certificate of Authorization:29578 Report No: 5486 Manufacturer: Silver Line Building Products Corp. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series/70 Series Single Hung Window(2127) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for.Silver Line Building Products Corp. 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 SWD050,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, 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 Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 i BUILDING DROPS 1'FL#: FL14911 Date: 01/23/2018 A Perfect Solution in Every Drop! Report No: 5486 Certificate of Authorization:29578 i Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current 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 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 NCTL110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 I Installation: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No'.73778 Page 3 of 3 NOTICE OF PRODUCT CERTIFICATION AC$A " CERTIFICATION NO: NI011918.01-1111 a DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural v� aka COMPANY: JELD-WEN I CODE: 1'822-1 %{�°�° REVISION DATE: 05/21/2019 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertificatioii.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION i JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved/Studio"Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB I nterlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-19951nm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013- 251/SJ W2013-252/SJ W2013-253/NCTL-210-3924-O I MCTL-210-3925-03/SJ W2010-003/SJ W 2014- 032/NCTL-210-3930-0 l/NCTL-210-3930-02/SJW2014-068/SJW2014-071/SJW2014-069/SJW2014-079/W- 1670/W-1703/W-1783/W-1799/W-1861/W-1899/W-1904 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 i NOTICE OF PRODUCT CERTIFICATION r �f cro ��• :: CERTIFICATION NO: NI011918-R1 l DATE: 03/25/2014 .- CERTIFICATION PROGRAM: Structural y ;> COMPANY: JELD-WEN ,ttetrc+�'' c CODE: 1822-1 REVISION DATE: 05/21/2019 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertificatioii.com to assure that the I product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an i corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 1 3737 Lakeport Boulevard Approved/Studio"Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2081 mm(81.93") OS Frame:W-952mm(37.50") H-2081 mm(81.25") Panel: W-908mm(35.75"} H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf j TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-051EI996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-0l/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-235/SJW2013- 251/SJ W2013-252/SJ W2013-253/NCTL-210-3924-0 l/NCTL-210-3925-03/SJ W2010-003/SJ W2014- 032/NCTL-210-3930-0 l/NCTL-210-3930-02/SJ W2014-068/SJ W2014-071/SJ W2014-069/SJ W2014- 079/SJW2013-238/W-1670/W-1703/W-1783/W-1799/W-1861/W-1899/W-1904 Expiration Date: March 30, 2026 i Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 i it I PREPARED RY: BUILDING/Z DROPS,INC. ELI BEN WINDOWS & DOORS -,-. 371/2°MA%. ' OA.WIDTH DESIGN PRO/SMOOTH PRO FULL LITE 371/2 MAK w o$ IMPACT APPROVED °A W°TM z m o § FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) r o�° z I"i viw Ufa oy¢.zz ^Y GENERAL NOTES: " . \ 6 BOO o U O L9 �j z�= 8 oaao x' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT GCODE .ZNi 1 6 S m s EI ACi1VE p y aZ INTERNATIONAL BUILDING CODE DBCI,INTERNATIDNAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE (FBCI,EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: ASTM E283M • ACTIVE 3 S • i w QQ ASTM E330-02 „31 d ASTM EIB86-05 S i Ci — 0 ASTM E199606 AAMA 130E-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRSVMASONRI OR 2X FRAMING AS A MAIN WIND FORCE / F RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS Y DATE INSTALLATION. 5 G 8 9 4 7 8 l POay11,MPIo<a BPaC Gl a/1 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR a , + • RekrtraDwG.amtiffisu AMA A SPECIFIC SITE,IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED TYP.ELEVATION S TYP•ELEVATION 2 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESLSTANCE FOR WIND ZONE 3 OR LESS. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 13DO GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. xc.rn`r 111111IlE m �1�5 7I7r 6, FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITESAREQUALIFIED FORE'-B'DOORS AT OP♦J-50PSF ONLY. �L.£••S- PO i 7. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTPJ OF 9.75 PSF. NOTE: N '/ REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY IURISOICTIONREQUIRESTHAT OOOR55HOWN ABOVE MAY BE LEFT �* PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OR RIGHT HAND OPERATING DO0R5. $A OF Q; OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 �nn O TABLE OF CONTENTS Dth.11Y s'—I 6Y Humes F N.-. SHEET REVISION SHEET DESONFTION R—n:I am approving this dm...M Data:2019,10,01 20.1 a M-0a'OD' 1 A TYPICAL ELEVATIONS,D ESIGN PRESSURES,AND GENERAL NOTES DATE: 02.05.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAY-OVERALL DESIGN PRESSURE(PSF) LE DWG. Y: CHK Y: 3 - OMONAL2X BUCK ANCHORING DETAILS CONFIGURATION NOMINALSIIE IMPACT RATINGGL 7M SS MSS q q VER'fICALA55EMBUES WIDTH HOGHT INSWING OUTSWING RATING SCALE; TUTS POS. NEG. POS. NEG. 5 A HORIZONTAL ASSEMBLIES owG.B: D015695 % 3'-0" 6'-B° SO• 50 SO• 50 LMI85MI 6 A GLAZING DETAl15 SHEET: OF9 X RADIUS 3'-0' 6'-B° S. 50 50' S0 LMI&SMI 7 p WOOD SU BSTRATES R p CONCRETE SUBSTRATES X 3'HE OR SNF TI 50 SI lMl&SMI 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SINS g A COMPONENTS&BILL OF MATERIALS II � it i L BY: INSTALLATION NOTES: PREPARED 1. ONE INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. x�•11>+PP,n 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED T0 f .NUPu�m STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR F- MANUFACTURER'S INSTALLATIONINSTRUCNONS a 371/2°MAK 4 O A S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR OAWID SHELL OF BLOCK. TN OW 2Q JOINTS,EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE 3°TYP 3°TYP. yo Q S� C < € 6. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCES SHALL BE THE SAME AS FOR 2X BUCK CI CONCRETE/MASONRYCONSMUCEION. e ✓ m I� O} \y 1�- 7. FOLLOWING PROPERTIES:ANO10fl CAPACRIES FOR PRODUCES HEREIN ARE BASED ON SUBSTMTE MATERIAfS WITH THE O�� Fes' FOLLOWINGINIMUMSPA.WOOD-MI MINIM SPEOFICGRAVNY STRENGTH T ENG s ►"1 C.CON CRErE T-FILL-MINIMUM COMPRESSIVECONFOTHOF3000PSI. �tP 2 C.GROUT-FILLED CMIY UNIT STRENGTH CONFORMS TO/STM C-90 WITH MINIMUM COMPRESSIVE STRENGTH �N>: W Z OF 3000 PSIAND GROUT CONFORMS TO ASTMC476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 a Q PSI. °1 fG FFF"'lll O.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMS TO ASiM C-90 WITH MINIMUM COMPRESSIVE STRENGTH i i OF 2000 PSI. 3 Z Z Z U k o a • a a �W.,.1 S. SEE LOCATIONS, MORE DETMLSOF THE INSTALLATION SPACING. IREMENTS,INCLUDING ANCHOR OZ2� - LOCATIONS,EDGE OISTANCES,EMBEDMENTS,AND SHIM SPACING. /9. ANCHORS CAN BEPLACED IN NARROW SECTION OF HEAD OR1AM0AS LONG AS MINIMUM REMARKS BV DATE EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 4 ADA 4i1,MPIu1A Ra4'm 4t Rehrenrs PNG.4ml0A5 /4r/1 ANCHOR TABLE 6'8'DOORS 8'0'DOORS [�iYP.ANCHOR LAYOUT ANCHOR TYPE ANCHOR SUBSTRATE MIN- 2 MIN.EDGE TM` wuw��vawv` C vurc IIIIIIfI SIZE EMBEOMEHi DISTANCE MAIL 0. MAX.D.C. SPAT SPA �AT IAMBS �NYYS`� F. 0fY77'' NOTE: 2% .. � WOODBUCI( NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS()()ONLY. E WOOD SCREW R30 OR FRAMING 1-I/2' 3/4' 3]-]/2' I]-1/4' * r N .7 7 ITWTAPCON 3/I6' MNMA /CMU 11/4- 2-1/2' 17-1/2' 17-1/4- s n or- 1-3/8'-ODNG ElCO ULTRACON 1/4° CDNOLETE/O.IU 11/C'-CMU 1' 17-2/2. 1T-1/4' i OT I I 1 1 ]ITW TAPCON 3/I6- CONOIETE/CMU 1-1/4' 1' 10' 10.3AR' NOTE: M! DOORS SHOWN ABOVE MAY BE LEFT BZ 21/2'PFN OR RIGHT HAND OPE SCAM RATNG DOORS. aLvrs 2-0 K21/r PFH TDYPTE 2$26 DATE:, 02.05.14 PPH SOLLWS MULTI-POINTSHOOTBOLT DWG. Y: CHK. Y: PLATE LOCATION GL JM SS MSS DETAILB2 • (RH PLATE SHOWN) SCALE: NTS TYP.HOPPE I-BmTv+yXnT -D2 ULTI-POINTSHOOT BOLT BOLT RaTE DwG;4: D015695 PLATE LOCATION Hom 1ID 11 SHEET: OF9 n SILL SECTION VIEW HEADSECnONVIEW I I I I I I PREPARED BV: BUILDING DROPS,INC. ' �u<unnw�srz..n vx:Dsnmarn 41/2°TYP. 41/2°TYP. � NwaAn� 11/P OFFSET O¢ mC3 �.ga �C XO � az yz_ 20 a0 Z F REMARKS BY GATE BnDAslll,MPluf BRMhrs Gt ]3/1 �TYP.ANCHOR LAYOUT "<'<'<�Q°wc.°^°'°ss rou' 11/4•MIN.EMBED TYP. = v ` SSSLSttttF rrrO SEE TABLE W 00 ztj ZX BUCK ANCHOR TABLE ,••�� E S•' P 1.......I.��TALL _MIN.EDGE MIN.CENTER DOORSB'D'DOORSS/1 OF ANCHO0.TYPE AN M SUBSTRATEMIN. DIST.TOTOOENTERa'SIZE EMBEDMENT SUBSTRATE DISTANQ I PAINGA MAI GA i SPLAMB AT SPJAMB AT 4 T O 19 :2% IAMBS JAMBS +'�(C`s (2xOOD BUCK ANCHOR PER BUCK ANCHORTABLE NW TAP(DN 1/4' CONOIETF/p4U 1-1/4• 1I/3' 4' IS• 3DI/4' ELCA ULTRAI-AN 1/4' CDNCRETF/QIU 1-3/B'-LONG 1. 4. yr• 30.1/4' �2X WOOD BUCK INSTALL �ZX WOOD BUCK INSTALLWOOD BUCK INSTALL 1-1/4'-cmu DATE 02.05.14 NOTES: DWG. Y: CHK. Y: 1. Z%BUCK B NOT FOR INSTALLATION AT SILL GL JM SS MSS NTS Z. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. pQ15695 SHEET: OF9 3 i i - i • I vREvnREo ln: BUILDING DROPS,INC. �T e INTERIOR D(IFNOR FKTWOR �. INTFAIOR �$ 4 —T INTERIOR EXTERIOR W �-G r ?; S �a Jm ga OPERABLE HEAD �3 OPERABLE SILL OPERABLE SILL 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWINGcc W- l0 W O W ]-RIOR REMARKS BV DATE EKTENOR INTERIOR INTEAIOR E7(IERIOR 7 BRIU0R uekrtae owG.�M1R85RA /w/ 10 z 'T — OPERABLE ADA SILL OPERABLE SILL 7Q OPERABLE SILL k„1111111"I" 4 INSWING/OUTSWING 4 INSWING4 OUTSWING 7j7i� OPTIONAL AFM H-497 i `* N 7 7 :* fl s n OF a OIlk luoR INTERIOR ERTERIOR DATE: 02.05.14 ' � � DWG:Y: CS T: GL JM ".SS MSS SCALE: NTS OPERABLE SILL OPERABLE SILL DWG'a: D015695 4 OUTSWING 4 OUTSWING SHEET: OF9 4 I I PRLPAREDW: HINGE SCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC. PLACE K9%2-1/2'PFH SCREW NEXT TO WEATHERSTRIP DOORHEIGHT QUANTITY 1 lu xul'�Ime, V-8' 3 M.�Pu1la _ weal uWamR.mn e-0 4 1 C, *MRI�Qk' o, 99 X2-1/2•PHIWPSATHEAD WOOD SCREWO 119X3/4'PHIWPSATHEAD WOOD SCREWSO a9 PHIWPS FLATHEAD WOOD SCREWSSE 3/4'LENGTH FOR 6'-8'DOORS W t USE 1'LENGTH FOR 8'-0-DOORS n LOCK JAMB n HINGE JAMB 5 OlITSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR BY DATER 4AP l.MP1 Rz GR nn Reknna DWG.KAPIG85]A /W/ I 9-R9 X 13/4'PFH 13-a8 X 13/9.PFH(6'-e'UNITS) 3-a8X 2'PFH W STRIKE HARDWARE W/HAROWARE COMES /HARDMIB'-0•UNIIS) W/STRIKE HAROWAIiE (6'-8'&8'-0'UNITS) W/STRIKEHE PLATE COMES W/HARDWARE Y ^^+ 1-MPL STRIKE PRATE 4-MPL STRIKE PLATES 21 MENT PRATE I-REINFORCE IU HOPPED2512296 •• _ �i EKTMR DMOR N _] ] o' OF 41 INTERIOR PLTERIOR c �d pT r..� �n �I 11 11 DATE: 02.05.14 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK GL TJM SS MSS 5 OIJTSWINGSHOWN-INSWINGSIMIIAR _5,1 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS DWG.a: D015695 SHEET: OF9 5 i iI j i i � I I I PREPAREDB it BUILDING DROPS,INC. , vx Iss�imdv� rcDvn-. �D w 2hR �a w q gait 1'MAX. AIRSPACE 1'MAIL 1/2'AIRSPACE 1'MAX 1/2-MMPACE 1•MAX. 1/1-AIRSPACE INTERIOR DOERIOR INTERIOR WERIOR IMEIDOR INTERIOR INTERIOR DM;UOR O4 Q Z [7Z]Y 1/8'ANNEALED GLASS 1%8-ANNEALED GLASS 3/8'ANNEALED GLASS 1/8'ANNEALED GLASS 2 O ^` i� 0.090'SOIUDA PVB INTERIAYER iL_' 0.090-SOLUDA PVB INTERIAYER i�" 0.090'SOlVf1A PVB INTEPIAYEA i BY OUPSGPONf NTERIAYER W I �< Im 1/8'TEMPERED GLASS fr 1/8'TEMPERED GLASS 1/8'TEMPERED GLASS ](8'TEMPERED GLASS p ` DOW 995 SILICONE DOW 995SIL, = ra'- DOW 995 SILICONE DOW 995 SIDDDNE W. t '' 22 22 23 24 REMARKS Y DATE RED(-SEAL REDI-SEAL I�1 �^• DOW99SSIUCONE dPDArRI,MVWaRatm GE Ll V -- 0.ekrtna owG.Esulmiu larA 1 61-8"GLAZING DETAIL Z 8'-0"GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL 6 201(2'MA)4 D.LO.WIDTH 6 201/2'MAX D.LO.WIDTH 6 787/8-MAX.D.LO.WIDTH 6 TOROVAL,SUNBURST,ANDROUNDTOPS 621/2-MAIL D.L.O.HEIGHT 781/r MAX D.LO.HEIGHT 787/8'MA%.D.LO.HEIGHT IN 6'8'UNHS AT DP+/-511 PSF ONLY *'—' D GLASS �iA PVB INTERLAYEROD GLASS N 7m 5 A OF DM905 �mr/d pT r rF;bn STRUCTURAL SEALANT (5)GLAZING DETAIL OPTION 6 201/r MAX D.LO,WLDTIL DATE: 02.05.14 792/2-MAX D.LO,HEIGHT NOTE: DWG. V: CHK. Y: 9-0%6-8-DP50 FAACTIONALGLALNG,INCLUDING INTERNALGRID,BLINDS GL �M SS MSS -0 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING SCALE: NTS DETAILS SHOWN ABOVE. DWG.',#: D015695 SHEET: OF9 6 i � • I i I vuPABED er: 2X WOOD BUCK BUILDING DROPS,INC. MIN. s owueum�� EDGEDMT. �5'y %% WOOD ANCHOR 'j r PxIa.as I �y SEE TABLE SHEET ��� %' SEE TABLE ON SHEET2 ugmw.m, SILICONE yI o$ W� 2xwoaDBUIX pt4: o WOOD ANCHOR SXM 2XWOOD BUCK pQ mIa SEE TABLE ON SHEET 2 MIN.EMBED. �¢ DO SEETABIESHEET2 �C Z. Ol HEAD(TYPICAL) JAMB(TYPICAL) OPERABLE SILL `a 0 1S OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWINGSIMIIAR INSWING-NO ANCHOR REQUIRED O 3 SILICONE ^' W: SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 7X WOOD BUIX JAW tI,MVLohARad Gl Tll Belrrena GWG.uolms /uA 2%WOOD BUCX OPERABLE SILL J6--� OPERABLE SILL n OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR9 REQUIRED A FCO .. i�ter,E S Pow' * N .7 7 S A OF SILICONE SILICONE SILICONE rw pT 2X W DOD RUCK 3X WOOD BUIX 2%WOOD BUIX I DATE: 02.05.14 DWG. V: CHX. V: [g1 OPERABLE SILL OPERABLE SILL 40\ OPERABLE ADA SILL GC 1M SS nays 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWINGJOUTSWING-NOANCHOR REQUIRED SCALE: NTS DWG.'a: D015695 SHEET: OF9 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. I � I � I ' I i I �I li PREPARED RY: ! MIN. 1X WOOD BUCK BUILDING DROPS,INC. EDGE DIST. La (OPNONAL) Asuauw, SILICONE SEE TABLE SHEET Go= I E eua.avme m �vx ln.Ussa.n CONCRETEANCHOR Er,..Re.liao-eeaP.� SEE TABLE ON SHEETS o� _ rt CONCRETE/ MASONRY BY OTHERS m S % CONCRETE/ J o E MASONRY p 0 Ut a BYOTHERS Q m IXWOODBUCX j H (OPTIONAL) % Q SHIM � m CONCRETEANCHOR •• h U 7 SEETABLEONSHEET] MIN.EMBED. �NCRETE/MASONRY BY OTHERS T SEEABLESHEETI 01 HEAD(TYPICAL) /�2 JAMB(TYPICAL) rT� OPERABLE SILL u ?< 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED ZO u ` SILICONE - SILICONE SILICONE REMARKS BY DATE aA Aq 111, PIudBPaEim G l/1 e a e e e < .a a .a e a RmrePa VND.eaolws nHn CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONY MASONRY BYOTHERS BYOTHERS BY OTHERS OPERABLE SILL OPERABLE SILL � OPERABLE SILLpe,,,��11 ,� 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NOANCHO-49RREQUIRED SV ti F 0 AECO H7 E., i S...pow! `* N .77 ? S A OF 0= o SILI SRICONE CONE SILICONE iT O (OP'r. 'e a ee a .e e. read pr 4.1>s,. a. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BYOTHERS DATE:. 02.05.14 �81 OPERABLE SILL �91 OPERABLE SILL //+(��� OPERABLE SILL owG Y: CHK.gY 8 OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GL' JM S$/MSS SCALE: NTS DWG.I#: D015695 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9 EECNONOEHEAD ORlAM9ASLONG MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. it i I i I i .L l PREPARED BY: BILLRI MATERIALS 2U ROCKWELL MULT-POINT LOCK �1 HOPPE HOOTSOT PLTLOCK 1 Q TTEMN DESCRIPTION MATERIAL W/SILL SHOOTeOLT PLATE k2098911 1 a FINGER-UOINTED PINE p BUILDING DROPS,INC LAMINATED VENEER 0 xue aw sr4Jn 1 F1IAMENEAO/JAMBS IAMINUMBER VEER ' I mIs>rl> wm ' LUMBER O Erui l9s'Pu�m COMPOSITE •`n0''�^'0i�^°'Optm" 2 (NOT USED _ vJ / W 3 (NOT USED) J C o 4 THRESHOLD 'XL F S THRESHOLD O W Q 6a h 3 6 THRESHOLD H497Qv 0 �fv 7 AFCO THRESHOLD THRESHOLD o 0 0®00 ®® N t m m Y 8 THRESHOLD 9 THRESHOLD - 0 O O`4 ❑ 30 ADA THRESHOLD m N G -- HE GMT �' Q WY Il WEATHERSTRIP URETHANE FOAM& o �4 CO yr POLYET1iYlENE ,y n T W W 11 NON-COMPRESSION SHIM(0.25•MAX 7HK.) COMPOSITE 'g� o O Fp O Z " HANDLE 13 (NOT U,FfO) _ HEIGHT O a AMa11L-E-AJU4 L F�1 F Ws 14 (NOT USED)15 MIO WOODINSTALIATION SCREW W/11/2'MIN.EMBEDMENT STEEL 0 �• 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL o o m Q IIIJJJ REMARKS YOATE G J 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL r Rekrt�DWG.lM1UB57A ibR( ]B LOCK SERIFS 400 STEEL 0 19 OEAOBOLT SERIES 7B0 STEEL 8 u 10 ROCKWELL MULTI-POINT TONGUE LATCH N732287686.8 UNIT -� ROCKWELL MULTI-POINT TONGUE LATCH N73228780 B-O UNIT STEEL O 0.63• r.¢wa uMv�iw�ti wva.ac 21 HOPPE MUU-POINT HARDWARE HL59000 STEEL �� IJ�JII II JI JIJ 22 ODL LITE KIT(IAU) 6067-T6 ALUMINUM Q �SSSS E. F' JJJ i 0 23 FLUSH GLAZING LEG FIBERGLASS ;� .••�" 24 ODE LIPLTTE JOT(RADIUS UTES) PCAB5 25 HOPPE MUU 13409-POINT HEAD SHOOT BOLT PLATE iH N871 7 STEEL O DO(] �.* N 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH N87R3923 STEEL '�• —1 LDS 1— +-u p S A OF r n PU DOOR CORE O it O FRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD O HE SHOOT BOLT .. � VARIES,SEEBOMABOVE AD LT PLATE(LH) E BOM ABOVE 6 ZS ,rtJ q7, a ��rt c q 1 'DTI I DATE 02.05.14 I I dS63•--{ F�-----A.56•-----{ ��5.61• 4SJ• 1.25• g GL Y)M SSlry SS O AFCO H-497 THRESHOLD O THRESHOLD O ENDURA ZOBL4565F 10 THRESHOLD 26 HEAD SHOOT BOLT PLATE(RH) sFnLE. NTS THR HOLD DWG.a: D015695 0 SHEET: (� OF9 4.62'� e 5.00• ./ I--4.56•�I LJS' i Ili I