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HomeMy WebLinkAboutProduct Approval Evaluation; Oceanview Vinyl Casement Window (LMI)File „--- AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: VIWINCO, INC. Manufacturer Address: PO BOX 499, MORGANTOWN, PA 19543 Model Name: OCEANVIEW VINYL CASEMENT WINDOW Maximum Load: +70 PSF, -70 PSF (Large Missile Impact) Installation Drawings # 20-64F FL 33810 RECEIVED Date:09/24/2020 SEP 0 202' st• pormlOg� n This product does not comply with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440/NAFS) fi... ." t`.c}: Testy. .. Y•$+,C"i+.Si .tv`..M uLd'a? Description - Locatia��Repo '^ �T�°;#� gn Seal , .._ � ., ate INE 1Test d BAY ' ASTM E283 Air Infiltration Leakage Intertek B & C 9/22/2020 K2880.01-109-47 Daniel C. Culbert, P.E. ASTM E331 & Intertek B & C 9/22/2020 K2880.01-109-47 Daniel C. Culbert, P.E. Water Penetration ASTM E547 ASTM E330 Uniform Static Air Intertek B & C 9/22/2020 K2880.01-109-47 Daniel C. Culbert, P.E. Press. Intertek B & C .9/22/2020 K2880.01-109-47 Daniel C. Culbert, P.-E. ASTM F588 Forced Entry Test Supplemental Tests RTest De5cf� t�v Testkocat�on° r lest a opt Dates Test Re ort # Tesfi Sealed B '° ASTM Large Missile Impact & Intertek B & C 9/22/2020 K2880.02-109-47 Daniel C. Culbert, P.E. E1886/1996 Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: cENsfi' ir 0 sr kitu�. Jalal Farooq PE # 81223 0 ` NAL ��,��� Sealed: 10/2/2020 AI-Farooq Corporation EB # 3538 9360 Sunset Drive,,STE 220.I Miami; FL 33 I.73 J T 305 264 8100 J.F: 305.262.69781 www.afceng.com alfarooq@afceng.com =� 33�/-16 0 - 1/8° ANN. GLASS 1/8° TEMP. GLASS I O_ 1/2' AIR SPACE 1/2° AIR SPACE 1/8" ANN. GLASS 41/8".ANNASS 2 m a �• f 090' Interayer erlayer C In o m SentryGlass ss o —0oBy 'kuraray America. Inc.'ray America, Inc.' w :ANN. GLASS1 B' ANN. GLASS / ® 4SIUCONE CONEDows11 Instant wsil Instantui �Ize II 0' .0? 9 .®� o N 1�D o. ® r Wyss QUANEX DURALRE SPACER -- QUANEX OURAUTE SPACER a W j moos f I 313Z w m i v \ 17 17. .GLASS. TYPE 'A' GLASS -TYPE 'B' _ n ® 15/16' OVERALL INSUL LAM. GLASS 15/16' OVERALL INSUL. LAM. GLASS m ro N THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. •� o i INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET 1/8° ANN. GLASS 1/8° TEMP: CLASS z ° THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. 7/2' AIR SPACE 1J118"'.ANN' 2' IR PACE .Z w a 1/8' ANN. .GLASS GLASS � u OCEANVIEW o °' T 090' Interlayer 090' Interlayer La.1 Q m VINYL CASEMENT WINDOWS (L.M.L) �J U a Trosifol PVLT Trosi(oI PVB DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER w By 'kuraray America, Inc.' p:y 'kuraray America, Inc.' _Z _Z Y m CHART SHOWN ON. SHEET 2. F � v Z _ = m 1/8' ANN. GLASS z m1/8' ANN. CLASS O O o APPROVAL APPLIES TO CASEMENT UNITS OR .SIDE. BY SIDE 2 `� 4 1 SILICONE SWCONEw z COMBINATIONS OF CASEMENT/CASEMENT OR CASEMENT WITH OTHER co Dowsil Instant DowsiL InstantWNDOW TYPES IN:MODULES OF TWO OR MORE WINDOWS USING Glaze II Glaze IIFB.C. APPROVED MULLIONS IN BETWEEN.LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALWILL APPLY TO ENTIRE SYSTEM. c QUANDL DURALITE SPACER o QUANEX DURALITE SPACER I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE w REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE FOR NON HIGH VELOCITY HURRICANE ZONE. 17 17 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE GLASS TYPE 'C' GLASS TYPE LAM. GLASS . 2 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS l5/16' OVERALL INSUL LAMGLASS GLASS 15/16' OVERALL INSUL L TO THE BUILDING STRUCTURE.. U ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS GLAZING OPTIONS m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO 'BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSUL' I:A11I. GLASS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD :ONLY. LARGE MISSILE IMPACT c d ALL SHIMS TO BE HIGH IMPACT; NON-METALUC AND NON-COMPRESSIBLE. Sealed: 10/2/2020 FL #33810 " N MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND \\ �id• ... �� _ INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �'VCEN3F' i n u FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY - ON THIS DOCUMENT. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO.81223 WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED, AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED drawing ` no. IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS: LATTER THE SITE LA13EUNG TO COMPLY WITH SECTION 1709.9.2. SPECIFIC DRAWINGS FOR REVIEW. 20-64F DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)' D THE PROFESSIONAL ENGINTEER OF RECORD TIHAT PREPARED FT. YID O /'A!`J I1.111111 `L\ Sheet 1 Of 8 DESIGN LOAD CAPACITY - PSF INT. FRAME DIM. GLASS TYPE 'A&B' GLASS TYPE 'C&D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1MT.(-) 24' 30' 36' 48' 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 24' 30' 36' 54' 70.0 70.0 60.0 - 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 24' 30' 36' 60" 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 24' 30' ' 36' 66' 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 60.0 60.0 24' 30' 36' 1 13/18 1 70.0 70.0 60.0 60.0 70.0 70,0 60.0 60.0 1 0.0 1 70.0 1 60.0 60.0 FALSE FLANGE FRAME INTERIOR FRAME DIMS iig FLUSH FRAME INTERIOR FRAME DIMS FIN FRAME DAYLITE OPENINGS: D.L.O. WIDTH INTERIOR FRAME WIDTH - 6.250 D.L.O. HEIGHT = INTERIOR FRAME HEIGHT - 6.250 \ 11 f I 11 ff II II 5 o \ 'AY \ 0 \ n V et 5 u \ FALSE MI (SURFACE AP MAY BE m � 3 � e nz toy 36' WINDOW WIDTH 33 1/8' VENT WIDTH 29 3/4' 11� a �Y o Z� Oz It S ip �OOdN p`o�ct doff O t 42 r O IL 13 02Nc 9 Qdow ,j 0 Z m l �. QWOE n m � I J b N p a. z ;Di 3 Z M w N Qma Q- OQ� z z .x e L) Zt ram. L.Z z x �,. 0 5; o Y, co-f `a: TYPICAL ELEVATIONS �.`�Q,�.. Sealed: 10/2/2020 `` �ycENaF •, . o NOTE: No. s1223 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) _-0 = a AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 �O�'•. s` _®�&g` drawing no. 20-64F FL #33810 sheet 2 of 8 r±t a IBY WOOD BUCK SEE 'NOTE ON SHEET 1 " .aa ° d _ TYPICAL ANCHORS —SEE ELEV. FOR SPACING 14 c " - as a d Q ' 3141'' d •\Z COVCRETE9 8 TYPICAL ANCHORS .° SEE ELEV. FOR :SPACING EDGE DIST. _ I METAL STRUCTURE M TYPICAL ANCHORS SEE ELEV. FOR SPACING I I F.B.C. APPROVED 1 I MULLION & MUWON ANCHORS ll SEE SEPARATE APPROVAL 1 la EDGE DIST. TYPICAL ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'Al'— #10 WOOD SCREWS (GRADE 2 CRS) TYPE 'A2'— #14- WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1-1/4" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) TYPE 'B1'-3/16" DIA. TAPCON BY 'ITW' (FU=125 KSI, Fy-100 KS) TYPE 'B2'-1/4" DIA. TAPCON.BY 'IIW' (F-125 KSI, Fy=100 KSI) THRU 1BY BUCKS INTO CONC. OR BLOCKS THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN.. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1-1/4° MIN. EMBED INTO BLOCKS (JAMBS) TYPE 'C1'—#10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—TS MIN.) STEEL: 1/8" THK. MIN. -(Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR ANCHOR LOAD TYPE CAPACITY—PSF Al; B7; CI 50.0 A2; 82; C2 70.0 WOOD BUCKS AND METAL STRUCTURE NOT BY VIWINCO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: W7 = 1/4" DIAMETER WEEP HOLES AT 3" FROM EACH END W2 = 1/4" DIAMETER WEEP HOLES AT 3" FROM EACH END INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD; SILL OR JAMBS Y c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FLANGE FRAMES Sealed:10/2/2020 ' FL #33810 No.81223 My"U 0 m g a o d c N 0 U y n cy o 0aoo S zJ° Q W 7Fli IF1 (i Ul o J a W £ D Q Wmg OOE o _ r � o n b O � y drawing no. 20-64F TYPICAL FOF F.B.C. APPROVED CLIPPED MULLION �V JOD BUCKS Qq 01 FF Z TYPICAL ANCHORS JTE ON SHEEP 1 1/4' SHIM SEE ELEV. FOR SPACING f0 E ANCHORS 2BY WOO BUCK Q; O t SPACING 0 - OR WOOD TRUCTURE .Q �r Q °im ao>M - Q o.op �0p Cc)`S N it z atu s � Zoe � W In S :0 n W � 1 N TYPICAL ANCHORS Z 'D SEE ELEV. 3 FOR SPACING 1/4' MAX. ~LW � SHIMS w O U < Z=Q: W ' 3 o 0 U w od � 6 diBY WOOD BUCKS FLAN FRAMES yo Nm 81223 %�®'' 3T F •�� drawing v no. Sealed: 10/2/2020 :, �; •.• c *: ��®�,\ 20-64F FL #33810 TYPICAL ANCHORS SEE ELEV. FOR SPACING I EDGE DIST. z A CONCRETE EfE A. ;E FLUSH FRAMES CAN BE USED AT ALL SUBSTRATES 0 L-30 SHOWN ON SHEETS 3 AND 4. IL ii Ito- 14 0 t 51) M, is 6 Cf oam 1/4- MAX: INTERIOR FRAME WIDTH 1/4- MAX. 0 SHIMS 0: 0 SHIMS OD� NZ of 5 18 a J l. ❑mtls E -iicnmp COE0 1 0 wx .0 -j '4 1A 4 2 EXTERIOR 0 g cl il' Z' T7 D.L. OPG. Q. 0 Q m z 0 Z 0 o TYPICAL ANCHORS 00 m mi SEE ELEV. — FOR SPACING F.B.C. 18 APPROVED CLIPPED MULLION MON ANCHORS. MU SEE PEPARATE APPROVAL INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH II II m Sealed: 10/2/2020 W2 IFLUSH FRAMES -2 wl T > 14 J2 co c. c g 6 414o`er C3 7 No. 61223 drawing EXTERIOR TYPICAL ANCHORS EXTERIOR r SEE ELM FOR SPACING FL #3381 1 =08 ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS SEE ELEV. EXT. OR NOT EFY INT. FINISHES ViMNCO FOR SPACING la TYPICAL ANCHORS: FIN FRAMES: SEE ELEV, FOR SPACING F W I 08 SM (GRADE 2 CIRS) 1: 0 8 Be 8 INTO 2BY WOOD SUCKS OR WOOD STRUCTURES 0 7 1-1/4" MIN. PENETRATION INTO WOOD 1/2- MIN. EDGE DISTANCE 0 of A2 14 v°Za 6 0 Off. a' b yyy U, 4 W 7 U) 0 0 S 004 z m a, u TLu 2 1/4" MAX. INTERIOR FRAME WIDTH 1/4" MAX. 0 0 G GAP GAP z 3: 1/2- MIN. EDGE DIST. 1/2- MIN. EDGE DIST. z 0 !E 2 d a: 0 Z z 0'& El LLI Z 00� 'o .0 it 0 A C3 L 18 0 1A EXTERIOR 4 2 Iti 2 6 10 TYPICAL ANCHORS D.L. OPG. SEE ES FOR SPACACING FIN FRAMES .2 wj 14 FA No. 81223 i t Sealed: 10/2/2020 S. drawing no r(PICALEV.L ANCHORS L SEE E FL #33810 #33810 11 LShe=e1;0=1"tt FOR SPACING FRAME 2.650 7.343 1.308 625_ � —495 070 1.687.4 g . .845 IIY�o 357 1.592 Q 9 FRAME HEAD/JAMBS/SILL (FLUSH/FLANGE) .467 .620 .45fi 1.468 T— 078 .582 l6 .327 II'' 11 .OfiO 4.644 F-- .333 ^ -^i 644 ©SASH REINFORCEMENT FRAME DOUBLE REINF. QFRAME SILL/HEAD REINF. —y 358 .820 f .598 643 .320 O q --��-� F � w an, eN FLANGE ADAPTER Q SASH STILE REINF. .a cNi .121�•.. .V ?�j� O m .625 .040 o ppaoo s 0 �I �—.174 Q�Z� N W = W N to M O GLAZING BEAD J' C aW�€� i ` No. 81223 0,•'•,• ST _ F Qy� drawing` no. Sealed: 10/2/2020 �'.; • �'���: 20-64F FL #33810 ''�7�rynr(11i��`` sheet 7 of 8 FRAME CORNERS MITERED WELDED CORNERS VENT CORNERS I ITEM PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 8925 4 FRAME HEAD/SILL/JAMBS (FIN) RIGID PVC DECEUNINCK 1A 8926 4 FRAME HEAD/SILL/JAMBS (FLANGE/FLUSH) RIGID PVC DECEUNINCK 2 5434 4 SASH HEAD/SILL/JAMBS RIGID PVC DECEUNINCK 3 8346 4 FLANGE ADAPTER (FLANGE) RIGID PVC DECEUNINCK 4 5144 4 GLAZING BEAD RIGID PVC DECEUNINCK 5 6190 2 SASH STILES REINFORCEMENT 6063-T6 ERD METAL INC. 6 6170 4 SASH RAILS & STILES REINFORCEMENT 6105-T5 ERD METAL INC. 7 6180 2 FRAME SILL/HEAD SINGLE REINF. 6063-T6 ERD METAL INC. 8 6182 4 FRAME DOUBLE REINFORCEMENT 6063-75 ERD METAL INC. 9 6001HEES 1 ARM OPERATOR - - 10 6570 1 LOCK - - 11 - 1 MULTIPOINT LOCKING SYSTEM - - 12 6636A 2 SNUBB_ER-FRAME 6005-75 DECEUNINCK _ 13 6637A 2 SNUBBER -SASH 6005-75 DECEUNINCK 14 609055 1 HEAD HINGE ARM STAINLESS STEEL - 15 608OSS 1 [2/ SILL HINGE ARM STAINLESS STEEL - 16 6095 S READ. WEATHER STRIPPING - - 17 7240T LITE SETTING BLOCK EPDM TB PHILLY 18S READ. EXTRUDED ALUMINUM SCREEN(OPRONAL) LEADING EDGE WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY AND STATE. HARDWARE: LOCKS: MULTI -POINT LOCKING SYSTEM(4 POINT LOCKS) AT FRAME JAMB LOCK LEVER 0 9" ABOVE SILL. TIE BAR SECUREDTO JAMB WITH 6 GUIDES EA. GUIDE SECURED W/ (2) #8 x 1 1/2" PH TEK SCREWS (4) STAINLESS STEEL KEEPERS ® LOCKING POINTS SECURED TO VENT SASH WITH (2) #6 x 1 1/4 TEK SCREWS HINGES: CASEMENT CONCEALED 4- BAR HINGES LOCATED AT TOP AND BOTTOM CORNERS FASTENED TO FRAME W/ (8) #6 X 5/8 FH SCREWS & TRACKS FASTENED TO SASH WITH (8) #8 X 3/4 FH TEK SCREWS OPERATOR: [ROTATORY CRANK SINGLE ARM OPERATOR LOCATED AT SILL AT 10" FROM HINGE JAMB FASTENED W/ (6) #8 X 3/4 FH TEK SCREWS SNUBBERS: (2) FRAME SNUBBERS & (2) SASH SNUBBERS BY DECEUNINCK LOCATED ® L/3 FROM HEAD & SILL FASTENED WITH (2) #8 X 3/4 FH TEKS EA. � r1. Z M_n O6 F gA a 1;E Od N 0 C7 V�1m c% 0M 0 aGO y¢ 0Ir N N m O N aw�da 1LzN'O n JZm<J Q W M E W w c V .9,6 N ���'y,GENSF �: � H •� No. 01223 u rx� ���••' ST � � !yam ` Sealed: 10/2I2020 drawing n0. �` 20-64F %'•.; FL #33810 '7A�7ij111j511�\\ sheet 8 of 8