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HomeMy WebLinkAboutPRODUCT APPROVAL - WINDOW SINGLE HUNGHot Topics I Submit Surcharge i Stats & Facts ( Publications j Contact Us ( BCIS Site Map I Links I .Search db a Product ER:Pub Approval a - USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL22250-R4 Revision 2020 Approved E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305)624-7775 achamorro@eswiic.com ]alai Farooq veronica@afceng.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By ]AVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22250 R4 COI SS - Certificate of Independence.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 12/21/2020 Date Validated 12/21/2020 Date Pending FBC Approval 12/30/2020 Date Approved 02/09/2021 Summary of Products FL # Model, Number or Name Description 22250.1 Series ES-EL100 Aluminum Single Large missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22250 R4 II SS - ES-EL100 SH (LMI) DWG W17-39 (2020 R1)_pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Farooq PE # 81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing W17-39 for installation Evaluation Reports instructions. FL22250 R4 AE SS - ES-EL100 SH (LMI)- PAE (2020-R1).pdf Created by Independent Third Party: Yes 22250.2 Series ES-EL100 Aluminum Single Non -Impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22250 R4 II SS - ES-EL100 SH (NI) 2WG 20-62F (2020)_pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: ]alai Farooq PE #81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See attached drawing 20-62F for installation Evaluation Reports instructions. FL22250 R4 AE SS - ES-EL100 SH (NI)- PAE 2020.pdf Created by Independent Third Party: Yes 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 mall 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: cLhctk Credit Card Safe CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 22250 Date: 12/21/2020 Detailed Product Description: Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3550 N.W. 49 STREET— MIAMI, FL. 33142 Model Name: SERIES ES-EL100 ALUMINUM SINGLE HUNG WINDOW Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W17-39 This product complies 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 _ Yes X No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST TEST DATE REPORT # SEALED BY ASTM E283 Air Infiltration Blackwater Testing Inc. 03/31/2017 BT-ESW-17-018 Constantin Bortes, PE Leakage Architectural Testing Inc. F9504.01-450-18 Justin McDonald, PE Fenestration Testing 04/23/2020 FTL-11027 Idalmis Ortega, PE Lab. ASTM E331 Water Blackwater Testing Inc. 03/31/2017 BT-ESW-17-018 Constantin Bortes, PE OR ASTM 547 & Penetration Architectural Testing Inc. 1`9504.01-450-18 Justin McDonald, PE TAS 202 Fenestration Testing 04/23/2020 FTL-11027 Idalmis Ortega, PE Lab. ASTM E330 Uniform Static Blackwater Testing Inc. 03/31/2017 BT-ESW-17-018 Constantin Bortes, PE & TAS 202 Air Press, Architectural Testing Inc. F9504.01-450-18 Justin McDonald, PE Fenestration Testing 04/23/2020 FTL41027 Idalmis Ortega, PE Lab. 12/18/2020 FTL-12413 Idalmis Ortega, PE ASTM F588 Forced Entry Blackwater Testing Inc. 03/31/2017 BT-ESW-17-018 Constantin Bortes, PE Architectural Testing Inc. 1`9504.01-450-18 Justin McDonald, PE 9360 Sunset Drive Ste 220 (Miami, FL 33173 � T: 305.264.8100 � F: 305.262.6978 � www.afceng.com � alfaroog@afcenR.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST TEST DATE REPORT # SEALED BY FBC 1626.2 Large Missile Blackwater Testing Inc. 03/31/2017 BT-ESWA7-018 Constantin Bortes, PE (TAS 201 & 203) Impact & Cyclic Architectural Testing Inc. F9504.01-450-18 Justin McDonald, PE Fenestration Testing 04/23/2020 FTL-11027 Idalmis Ortega, PE Lab. 12/18/2020 FTL-12413 Idalmis Ortega, PE 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: FR�r,� O0 No, 81 3 �a STV1141 <� �.. WM0a. Nam' Jalal Farooq PE # 81223 S/ONA1 AI-Farooq Corporation EB # 3538 ��'""` Sealed: 12/21/20 1235 SW 87�h Avenue � Miami, FL 33174 � T: 305.264.8100 � F: 305.262.6978 � www.afcena.com � alfaroog@afcen&.com 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 090" Interlayer 090" Interloyer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR OR 090" Interloyer .090" Interloyer SentryGlas SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR OR .090" Interloyer .090" Interloyer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 075' Interloyer 075" Interloyer Soflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS SILICONE SILICONE DOWSIL 795 F DOWSIL 795 Z Go DOWSIL 983 Z m DOWSL 983 In DOWSIL 2400 = N I DOWSL 2400 Mt I, ,; (HOT MELT) (HOT MELT) E9 u�II / AT 1/4 POINTS ON LITES 10 II T 1 4 POINTS ON LITES / M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY GLASS TYPE '1' GLASS TYPE '2' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS -1/8" TEMP. GLASS r-1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' OR .090' Interloyer SentryGlas By 'Kuraray America, Inc.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Ca.' OR .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS w SILICONE m DOWSIL 795 Go DOWSIL 983 Z u' M1 DOWSIL 2400 �� d (HOT MELT) cn Ij un N � w AT 1/4 POINTS w M4 ALL SIZES GLASS TYPE '1V 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONSOPTIONS AIR SPACE /8" HEAT STREN'D. GLASS 090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraroy America, Inc.' pml(HOT erloyer lear And Color Glass man Chemical Co.' erlayer P With PET Core man Chemical Co.' HEAT STREWD. GLASS SILICONE DOWSIL 795 DOWSIL 983 DOWEL 2400 (HOT MELT) 5/I6" & 3/8" AIR SPACE CONSISTING OF: E11 J SPACER. 'HELIMA' LOW PROFILE ALUMINUM SPACER AT 1/4 POINTS Ma ALL SIZES BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. GLASS TYPE '2i' PERIMETER SEALANT: SILICONE 7/8" OVERALL INSUL LAM. GLASS DOWSIL 791 GE 2000 ES-ELI00 ALUMINUM SINGLE HUNG WINDOW SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (5TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 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. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Sealed:12/21120 FL #22250 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 0-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. M 4%u Z ;.,m m OZ q N � 0 v N O J O m W " a�" you � O U N r V p ui ei vo?2 0 0 a On o .0 00iz x z O a UJ w v a J z M awmFF- a 3 M r, z x _j � J J Of ca � vZui~ N t2 3rn�� o Z3 �'yZl`a w Ln o W M � � � o No. 81223 � :�0,•.• STP F�drawing ` no. O w w i/8" HEAT STREN'D, GLASS 1/8" HEAT STREN'D, GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �I 090" Interloyer 090" Interloyer 090" Interlayer .090" Interloyer Z m Sent(AT Glos SentryGlos SentryGlas SentryGlos O r 0 America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' w N ~g zc0 AT STREN'D. GLASS 1/4" HEAT STREN'D, GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STRENG, GLASS Q (L < m °0`° LICONE m SILICONE m w SILICONE m SILICONE W N WSIL 795 ? DOWSIL 795 .—_� w DOWSIL 795 z ut DOWSIL 795 in MIA Mi j. �/ MIA j. I'ICIN '�li `I''Ou; riiKO�X m y0a:z�Fr 10 E10 ra 10OINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES w AT 1/4 POINTS ON LITES u' Z O m M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY M3 WIDER THAN 36" ONLY J Z m ¢ J Q wmS GLASS TYPE '2A' 7/16" OVERALL LAM. GLASS i/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer SentryGlas SILICONE By Kuraray America, Inc. DOWSIL 791 (I/8" X 1/4")� r1/4" HS. GLASS Q� � \\�SILICONE z m DOWSIL 795 17 W AT 1/4 POINTS M4 ALL SIZES GLASS TYPE '2Ai' 7/8" OVERALL INSUL, LAM. GLASS GLAZING OPTIONS GLASS TYPE OVERALL LAM, GLASS 5/16" AIR SPACE CONSISTING OF: PS ACER, 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 Sealed: 12/21/20 FL #2 50 ��'•: ''�CEN8c'•.. '� PIo.81223 ZEF 4 aw g 'n I rmi 3 a z = U � Jw tnv~i�N Z o "IJ Ogg W g F M a rawing no. W 17-39 O� �w M r Z O z m n n z N s 0 p`oow 0 O�N CL LL �o� 0 Im D VoWFri pao<0 O Q XZL N LL ZN: O of m Q Z M 1/4" TEMP. GLASS v 3 V5/16" AIR SPACE 3 0 1/8" HEAT STREN'D. GLASS z 1/8" ANN. GLASS = U .090" Interlayer J J UJ Trosifol PVB J W 3/8" AIR SPACE 1- OR Kuraray America, Inc.' ? � 1/8" ANN, GLASS 4 3 N � On .090" Interlayer 0) SentryGlas 090" Interloyer 0 0 M By 'Kuraray America, Inc.' Trosifol PVB r— OR By 'Kuroray America, Inc.' o Z 3 ,a 090" Interlayer OR 3 Z o Saflex Clear And Color Glass w • _ B 'Eastman Chemical Co.• .090" Interloyer p — " OR Saflex Clear And Color Glass N 1n n E By 'Eastman Chemical Co.' LJ LO r .075" Interlayer SILICONE Satlex CP With PET Core 1/8" ANN, GLASS DOWSIL 791 By 'Eastman Chemical Co.' (1/8" X 1/16") 1/8" HS. GLASS r SILICONE SILICONE DOWSIL 795 m DOWSIL 795 0 i m z DOWSIL 983 Fri — N DOWSIL 2400 — M1e s M7 NOTE: p II iv it ii (HOT MELT) EXTERIOR PLY OF GLASS TYPE '5i' TO BE TEMPERD i� y II II i; TO QUALIFY FOR SMALL MISSILE IMPACT. c � � o o_ o E11 AT w m 11 M4 ALLAT ISIZESPOINTS w M4 ALL ISIZES OINTS `K\\\\`..�11FA� y7 ir" c \� tj,, ........•• rr GLASS TYPE '4i' GLASS TYPE '5i5/16" & 3/8" AIR SPACE CONSISTING OF:IF F,F, ��• 1,\OENuF \ II o 7/8" OVERALL INSUL. LAM, GLASS 7/8" OVERALL INSUL, LAM, GLASS SPACER: ' \ N3o.89223 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' GLAZING OPTIONS AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: F •Qqj_`� drawing no. SILICONE Sealed: 12/21/20 101*1 DOWSIL 91 GE2000FL #22250 rrryy/ I ffa111041"`` sheet1.2of10 53 1/8.. MUNTINS 'CE APPLIED) USED 53 1/8" it z 0 TYPICAL ELEVATION TYPICAL ELEVATION EQUAL UTES EQUAL UTES FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER GLASS TYPES: '1', '2', '1i', '2i', '2A', '2AV, '3', '4i' GLASS TYPE '5i' MAXIMUM DESIGN LOAD RATING = + 60.0 PSF MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF STD. FRAME SILL STD. FRAME SILL GLASS TYPES: '1', '2', '1i', '2i', '2A', '2AV, '3', '4i' GLASS TYPE '5i' MAXIMUM DESIGN LOAD RATING = + 80.0 PSF MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF HI -RISE FRAME SILL HI -RISE FRAME SILL FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 28.04 SO. FT. OR 53-1/8- WIDTH. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 53 1/8" z 0 TYPICAL ELEVATION EQUAL UIrES FLANGE FRAMES WITH FIN ADAPTER No. 81223 Sealed: 12/21/20 %� sT ��; droWing9 no. FL #22250 53 1/8" 53 1/8" 53 1/8" w WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH pg n 47 1/2$$ `Y r D.L.O. (FIX. LITE) FALSE MUNTINS (SURFACE APPLIED)MAX.X. O A MAF h Z 6" MAX. MAY BE USED 6" MAX. 6" MAX. HEAO Z N Ivi HE —AD 21" MAX. HAD A 21" MAX. HEAD/SILL q Q 2 2 c10i a CORNERS 4 HEAD / CORNERS 6 HEAD CORNERS 7 ar a0 o 'o __ — G WN�� a W W Q p � O m LL l 0 0 r JL_____JL___ V pwOrl F ---ii 7i Q' z E m o �J 5 II "/ II 6 "/ 7 �°3 �u¢ / N N p it x p I I II S S Q yw1 u• W Li 0 O ? p w o n$ ii �Bno g nQ Qwm�r Z II '/ Z e Z N 3 3 3 m m N L„� ii ii m N W" Z i N O¢ ON ♦// II // II O > z .. C x mw C mw C 74 mw u J W 4 -TQ 6 7 MAX. w� a zOf �o �o SILL �0 '" N 47 1/2" U U U D.L.O. (VENT) ¢ Q s0 1/a" so 1/a" sD 1/s" 3 z VENT WIDTH VENT WIDTH VENT WIDTH w - o N vi W Q J TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION w : UNEQUAL LITES (ORIEL TYPE) UNEQUAL LITES (ORIEL TYPE) UNEQUAL UTES (ORIEL TYPE) FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER GLASS.TYPES: '1', 42'1 flit, 'tit, t2A', f2Ai', 43t, '4i' MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80,0 PSF _ STD. FRAME SILL GLASS TYPES: '1', '21, 'lit, 12i'3 f2A', '2Ai', '31, '4i' OF MAXIMUM DESIGN LOAD RATING = + 80.0 PSF o 0 (FOR SIZES SHOWN ABOVE OR SMALLER) - 80,0 PSF HI -RISE FRAME SILL N � 1 FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW � CENy. � H •I NOT TO EXCEED TESTED FRAME AREA OF 28,04 SO, FT, OR 53-1/8" WIDTH.OFF ` V F •••� it 4 Pdo, 81223 NOTE: GLASS CAPACITIES ON THIS SHEET ARE ate'°. .�� a BASED ON ASTM E1300-09 (3 SEC. GUSTS) Sealed: 12/21/20 F" 11 a7 E F �A; drowing no. AND FLORIDA BUILDING COMMISSION % • •�.`� DECLARATORY STATEMENT DCA05—DEC-219 /cA �� W17-39 FL #22250 //��fill 1111�� sheet 3 of 10 li �� 11 it j u u ,I II ,I II ,I II B 4 �' it l II II 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING " a .' E®GE GIST. I CwT717 ti O "Ix ' F ° � W � o w N i I I O E6 1 1 I d ° . a a n ° wi- OPTIONAL TO SPRING LATCH 9 ° \ Y W 'm v o ° EDGE DIST. Li � N TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W1 = 1-3/8" X 1/4" WEEPHOLES AT 4" FROM EACH END w -Amu,m Fr_________ ________- n I F.B.C. APPROVED I n MULLION & MULLION ANCHORS I m 3 I� SEE SEPARATE APPROVAL �I Z O� ym z I EDGE DIST. F w �' ¢I ' z N a _ ____ m O ci a. O _ Q J O ` V IN N xx O w LL OUNr Q'O�m o ao< ° TYPICAL ANCHORS O O SEE ELEV. Q dJ FOR SPACING N to p Q W > J N LL = N = O O F m WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' Q w m f MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KS6 Fy-148 KS0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o ^ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3 z z THRU 18Y BUCKS INTO CONC. OR BLOCKS i U 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) J J 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J c� z I DIRECTLY INTO CONCRETE OR BLOCKS 1n I, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) O n m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a 1 /4" DIA. TEKS OR SELF ORILIINGDIA. TEKS OR SELF SCREWS (GRADE 5 CPS) o INTO F.B.C. APPROVED MULLIONS N Uj OR a INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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 MASONRY = 2-1/2" 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 f'c = 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. m No. 81223 =_ STi EOF.��` Sealed:12/21/20 �HHAA f drawings no. �y��jlttF�� sheet 4 of10 FL #22250 �W D M I Z 1/SHIMS• M6 M8 E6 M16 M9 M11 Mi9 M23 M22 1/� 4 MAK• W n a Z N M13 SHIMS M15 � 00`0 O TYPICAL ANCHORS Q w N SEE ELEVa FOR SPACING Uw w Ua11/2" a/a" a aoN m QQm�Oor uo�xC 0 - F.B.C. Q SEE SEPARATE APPROVAL Q Z o U) - m APPROVED MULLION x— �0 r --� QwmiW EXTERIOR M25 - 1 I I m E4 E14 D.L. OPG.lay in WINDOW WIDTH WOOD BUCKS © II i TYPICAL ANCHORS i I co SEE ELEV, - _ _ - = i i I FOR SPACINGci - - - ---- - _ - - - - I i J J tj z � TYPICAL ANCHORS N V) SEE ELEV. 3 rn N7 FOR SPACING < r7 WINDOW WIDTH WINDOW WIDTH OE 30 w _ N V! O v LJ r1g �' M13 M6 M22 E7 M9 M6 1/4 MAX' SHIM \IL/4" HM23 \15 H MAX. IMS \ TYPICAL ANCHORS M22 ` SEE ELEV. FOR SPACING TYPICAL ANCHORS o SEE ELEV. FOR SPACING _ _ - - 1/4 u 4 �o SCREEN OPT.-__________ ...`•'. .: m •0 0 EXTERIOR 1BY �,°G��.•••�\CENS�C'�: �I a METAL WOOD BUCKS ° e STRUCTURE E4 Et4° &d0. 81223 WINDOW WIDTH Sealed: 12/21/20 ael • ST EDF ��� drawing9 no. c;4 •: \�: FL #222r o ��� /NnIIiLY\ sheet 5 of10 EDGE DIST. =4ft'j w F METAL iIF.B.C. APPROVED II STRUCTURE �IMULLION & MULLION ANCHORS 11 m > ..� \ EDGE D157. iiSEE SEPARATE APPROVAL �i O F h m = M W a I 1 EDGE DIST. F w z m Q N s „ ,. d L; 1�---------- ------'U o p ` o c� �oD LL PA E15 NE75 NE15jQ'O-m o ¢�Qo M21 M21 M21 O as a TYPICAL ANCHORS TYPICAL ANCHORS 7TYPICALORS X Z N SEE ELEV. SEE ELEV. SEE ELEV. Q W m LL o FOR SPACING FOR SPACING FOR SPACING 1L z o m Q wam) fr im J I m O O Z � J Qi c� J W N Lf) N C N m 4MAX. 0 to i " a W /SHIMS O � p `r M z E15 ALT. Z 3 iO S W TYPICAL ANCHORS SEE ELEV. O FOR SPACING w W " - � LO ro M21 1 i/4" o c 0 0 0 Q U O WINDOW WIDTH .. M21 0 0 ALT. x - E15 5 '^ ``�1lii I11/// , INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER.'' cENs - �d SEE SHEETS 4 & S FOR WINDOW DETAILS No. 81223 o P ST F &9d` drawing o no. Sealed:12/21/20 W17-39 FL #2225//jjjjjj%\\\sheet 6 of10 TYPICAL ANCHORS �v m SEE ELEV, ILLUSTRATIVE DTLS. ONLY FOR SPACING EXT, OR INT. FINISHES NOT BY E.S. WDW. i m i °a TYPICAL ANCHORS: SEE ELEV. FOR SPACING O Z z Q f ? N 414 WOOD SCREWS (GRADE 2 CRS) � 0 � 0 o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OwN`m 1-1/2" MIN, PENETRATION INTO WOOD W W /O/�� 0 V) O V 0 Wei E75 a¢Cm o p (L 0 ALT. M21 O 'b lz d 0 N W p � Q :)J 0 TEKS/SELF DRILLING SCREWS IL Z O F #1m 7AT 6 FROM ENDS J c7 m < .1 AND 12 O.C. MAX. Q w m � i/a" MAX. GAP b 1/2" MIN. .-. 3 0 z O = J� J If ALT. z = O E15 vi W V) 30 �i M21 Q� z W a p n m z (� _ o Z 3 J m W #10 TEKS/SELF DRILLING SCREWS Z n AT 6 FROM ENDS I g v V v Q J AND 12 O.C. MAX. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS TYPICAL ANCHORS J EXTERIOR AND 12 O.C. MAX. SEE ELEV, 0 FOR SPACING _ WINDOW WIDTH v Z—I M21 © E15 4 0 ALT, Ez 55511I 1111/// c INSTALLATION DETAILS WITH FIN FRAME ADAPTER yiceNSF o SEE SHEETS 4 & 5 FOR WINDOW DETAILS No. 81223 j 9 a IS drawing no. Sealed: 12/21/20� SEE ELEV. �ia,$°••'••��� W17-39 TYPICAL ANCHORS : R `°. FOR SPACING FL #22250 ��'��® //jjjj555 sheet 7 0f10 r--2.917 � 1.295 2.857 1.562 .625 Ei 050 .062 NP. -� 7t19 �y ,062 i.t87 2.987 FRAME HEAD 2.917 .062 NP. 1.187 .045 1 .500 25 -d I�2.780� Eiz FLUSH FRAME ADAPTER r 0 Z n m O 1- n w w N Q Z N ar 000o O w N aWw G O 8 N m LL V o w rl a 0 a o O p O <n N 0 L{. Z o Of Z M a w Q W GI 'c r 1.500 L .500 1.428-1 .063 25 .045 �2.187- ILA---2.812 Ea FRAME JAMB 1.187 2.049 1.374 3.141 .062 NP. 1.407 EB FIX, MEETING RAIL -6.Q39. p .875 E2 .062 NP. 2.313 2,814 ,078 � 2.917 FRAME SILL STANDARD ( ) E15 FLUSH 2,780-�i FRAME ADAPTER WITH FIN _ J ._. o 3 w vZ-i ze 0 ti "' m 0 W N st �n a rti 0 Uj 0 " Ld M 633 .519 519 135 057 .050-� it 3- 7- -� 3- D T- -4- .625 .625 .625 .625 .625 062 050 974 �_ 050 974 974 062 974 y 974 � L-,202 [^ .202 20 --202 k ,202 E9 E10 Et OA Eii E17A GLAZING BEADS 1.474 050 1.313 NP. 1.938 062 7.787 -J 3.i41 .062 NP. 2,688 3.184 E5 VENT TOP RAIL 1.014 2.347 ,87 .078 062 E3 FRAME SILL (HI -RISE) c 2.148 1.313 040 277 O50 NP, c o c E6 VENT BOTTOM RAIL 1.740 E13 HEAD SCREW COVER ��1il nl 111/l \�����,�-•�?�� 1.122•CENgAS. • uo,8122s = _ Sealed: 12/21/20 ; sr. ,R �F mow,; • M9 SPRING LOADED LATCH FL #22250 7/7/®I111111��� - 0 c - (� 87 osz 1.260 E7 VENT SIDE RAIL .308-y Imo- .040 - 625 ��� Eta JAMB SCREW COVER drawings n0. W17-39 sheet 9 of10 =M%a"I r 2 m J m N t Q.p V w o O WIL N m / ]N / W W O U IAA Q'p- 9 p 0aoa° 0 / O ca o W o Q W 7 W N :L ZVol : m W . Q I MEi FLUSH FRAME ADAPTER CORNER 3 � � N O FRAME TOP CORNER = v w VENT TOP CORNER z J� w N � LO 0 0) ze o Z3�� Z D W M 21 10� /U FIN FRAME ADAPTER CORNER „ a o T c VENT BOTTOM CORNER ��`�(�• F��Q�,� 2 No. 59223 of Z Sealed:12/21/20 . SY E F ��� drawing no. FRAME B07TOM CORNER FL #22250 /I I I I I I10\1 sheet 10 of 10