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HomeMy WebLinkAboutProduct Evaluation Report Outswing Patio Door398 East Dania Beach Blvd. BUILDING DROPS Suite338 - A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Custom Collection Aluminum Clad Wood Outswing Patio Doors (Non-HVHZ)(Impact) for Florida Product Approval Report No. 2860 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Custom Collection Aluminm Clad Wood Outswing Patio Doors (Non-HVHZ)(Impact) Material: Wood (Pine) w/ Aluminum Clad Wood Product Dimensions: See Installation Instructions, JW018 Prepared For: JELL 'BEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer#73778 Date: 10/22/2020 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero Hermes F. Norero, P.E. Reason: I am approving this document Florida P.E. No. 73778 Date: 2020.10.26 10:39:59 +01'00' BUILDING DROPS A Perfect Solution in Eve Drop I Date: 1 2020 Every p Report Noo:: 2860 Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name:_ Custom Collection Aluminum Clad Wood Outswing Patio Doors (Non-HVHZ)(impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Method 1d of the State,of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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 JW018, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding 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 in Wind Zone 3 or less. 4. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering in Wind Zone 4. 5. Site conditions that deviate from the details of Installation Instructions JW018 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW018 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 3 BUILDING DROPS A Perfect Solution in Every P Dro I Date: 10 8 0Z0 Report No:: 22860 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code 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: Referenced Data: Installation: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-11 • ASTM E1886-13a • ASTM E1996-14a 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-310-18-038 EOAO Report Date: 01/28/19 Report #: NCTL-310-19-018 EOAO Report #: NCTL-310-18-042 EOAO Report #: NCTL-310-18-039 EOAO Report #: NCTL-310-19-001 E1A0 Report #: NCTL-310-19-023 EOA1 Report #: NCTL-310-19-016 EOAO Report Date: 03/26/19 Report Date: 10/03/18 Report Date: 10/03/18 Report Date: 03/25/19 Report Date: 07/22/19 Report Date: 11/14/19 2. Product Testing performed by Intertek — Fresno California (ATI) (FBC Organization # TST2609) Report #: J2877.01-301-47-r1 Report Date: 04/19/19 Report #: J4295.01-301-47-r1 Report Date: 01/28/19 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) Refer to Installation Instructions (JW018) for installation methods, anchor types, spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (JW018) for design pressures based on size, configuration, and glass types. Hermes F. Norero, P.E. Florida P.E. No, 73778 Page 3 of 3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF it/21NCH (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING OR BUCKING USE p12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. JELD-WEN, inc. CUSTOM ALUMINUM CLAD OUTSWING (NON-HVHZ) (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA101/I.S.2/A440-11 • ASTM E1886-13A • ASTM E1996-14A 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X STUD FRAMING AS A MAIN WIND FORCE 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 INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. THIS PRODUCT DOES NOT REQUIRE IMPACT PROTECTIVE DEVICES IN WIND ZONE 3 OR LESS. 6. THIS PRODUCT DOES REQUIRE IMPACT PROTECTIVE DEVICES IN WIND ZONE 4. 7. IELD-WEN inc. DOOR FRAME MATERIAL• PRESSURE TREATED PINE. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND B. DOOR CLADDING MATERIAL: ALUMINUM6063-TS ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04 GLASS CHARTS. MANUFACTURER. SEE SHEET FOR GLAZING DETAILS. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED 10.DESIGNATIONS X•AND "O"STAND FOR THE FOLLOWING: ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: X: OPERABLEPANEL A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.42(SPRUCE-PINE-FIR). 0: FIXED PANEL B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION & GENERAL NOTES 2 - ELEVATION & ANCHOR LAYOUT (1) 3 - ELEVATION& ANCHOR LAYOUT (2) 4 - ELEVATION & ANCHOR LAYOUT (3) S - ELEVATIONS & ANCHOR LAYOUTS (4) 6 - VERTICAL SECTIONS 7 - HORIZONTAL SECTIONS 8 - HORIZONTAL SECTIONS & MULLION CLIP DETAIL 9 - GLAZING DETAILS 10 - COMPONENTS & BILL OF MATERIALS 11 - COMPONENTS 12 - TYP. QUALIFIED CONFIGURATIONS 13 - SHOOT BOLT STRIKE DETAILS 14 - LATCH & DEADBOLT STRIKE DETAILS DESIGN PRESSURE RATING GLAZETYPE DESIGN PRESSURE - ALL SIZES MISSILE IMPACT RATING 1 +/- S0.0 PSF LARGE AND SMALL MISSILE IMPACT RATED 2 J�ovE I UIMN, Inc 37371AKEPORTS ULEVARD KLAM_ FALLS, OR 97601 PH: (542) 882-34SI FX: (541) BSO-2609 u m E O�U viG�m 30� Oo Z u a SIEHiE N 3a L�Dmm�x' �O ZO ca r mm >O` m u p a aui a F- w ~ a REMARKS BY DATE lTH FBC CODE CHANGE! LL 10/2( tally signed by Hennes F Norero ison: I am approving this document 3: 2020.10.26 10:40:57 +01'00' • ,�)•E.3' -gyp% •� N 1 OF DATE: 06.21.13 DWADS cH HFN SCALE: NTS DWG.k: JW018 SHEET 1 UNI- HE 1: TRANSOM MAX. D.L.O. MAX. HEIGHT HEIGHT 30" 232"' D" " �� D 6 Ad MAX. GHT / 91„ 8 F H / G \ PANEL HEIGHT MAX. 7 8 7 961/2" D.LO. MAX. „D„ "X" "X., HEIGHT 80 3/8" 27 26 L—A/ INACJIVE ACTIVE oo SHOOT BOLTS A TOP & BOTTOM OF 6 INACTIVE PANEL TYPICAL ELEVATION AS TESTED UNIT MAX. - WIDTH 15 16" TRANSOM D.L.O MAX. PANEL MAX. D.LO MAX. WIDTH 38" WIDTH 6316" WIDTH 313/8" 6I F � - 7 MULLION CLIP, TYP. (SEE DETAIL, SHEET 8) 14. MAX. o.C.c., TYP. 3" FROM CORNER, TYP. L- � 4 4 sir I I -air,= iir III III a. ® III III III III (7E 'll"r I 3" FROM CORNER, TYP. 3„ 3 13 INSTALLATION ANCHOR, TYP. ANCHOR LAYOUT CONFIGURATION UNITWIDTH UNITHEIGHT DESIGN PRESSURE RATING 0-0-0/O-X-X-0 153-3/16" 129-1/8" +50.0/-50.0 PSF NOTE: 1. PRODUCTS SHOWN HEREIN MEET WATER INFILTRATION REQUIREMENTS BASED UPON POSITIVE PRESSURE RATING. 2. SEE SHEET 9 FOR GLAZING OPTIONS AND REQUIREMENTS. f EL6IEN: IELD-WEN, Inc 3737 LAKEPORT BOULEVARD KLAMATH FALLS, OR 97601 PH: IS41) 882-34510L (541) 850-26D9 U m g2= ¢� Q H= z D o 3 O� o O �a F a Qa w � a REMARKS BY DATE TTH FBC CODE CHANG LL 10/2l DATE: 06.21.13 DWG. BY: CHK. BY: ADS HFN SCALE: NTS DWG. a: Iwni R 2 OF UNIT HE] 91 UNIT MAX. WIDTH 1531" PANEL MAX. D.LO.MAX. WIDTH 36 3/4" n WIDTH 26$" 6 MAX. 3HT \ / 7 PANEL MAX. 7 HEIGHT 961/2" g D.L.O. MAX. HEIGHT "O" "X" "X" 771/2" 27 26 �� INAC\VE AOTIVE SHOOT BOLTS A TOP & BOTTOM OF 6 INACTIVE PANEL TYPICAL ELEVATION AS TESTED MULLION CLIP, TYP. (SEE DETAIL, SHEET 8) 17. MAX. O.C.C., TYP. 3" FROM CORNER, TYP. J \3 / "X,' L is INACTIVE AOTIVE 3" FROM CORNER, TYP. 13" MAX. O.C., TYP. 3K 13 3 3INSTALLATION ANCHOR, TYP. ANCHOR LAYOUT CONFIGURATION UNITWIDTH UNITHEIGHT DESIGN PRESSURE RATING O-X-X-0 153-3/16" 98-1/8" +50.0/-50.0 PSF NOTE: 1. PRODUCTS SHOWN HEREIN MEET WATER INFILTRATION REQUIREMENTS BASED UPON POSITIVE PRESSURE RATING. 2. SEE SHEET 9 FOR GLAZING OPTIONS AND REQUIREMENTS. JELaIEN, JELD-WEN, Inc 3737 JAKEPORT BOULEVARD KIAMATH FALLS, OR 97601 PH: (542) 882-3451 FX: (542) 850-2609 u„ o�¢ 5ca: 0m^o 0 � x g IDU. lLZ2 U. = (D Zip 3> Na H m 3 O O H ZO m .. a f- a REMARKS BY DATE 7TH FBC CODE CHANG LL 10/2( T%1t{If1JJ"2" S A OF OAxWePACH,0.33NN0 P9PE CERf. OL AUf HOflQAPON No. 39518 DATE: 06.21.13 DWG. BY: I CHK. BY: ADS HFN SCALE: NTS DWG.#: JW018 SHEET 3 OF UNIT MAX. WIDTH 75 " PANEL MAX. D.LO MAX. WIDTH 36 3/4" 11 WIDTH 2Q" UNIT MAX. HEIGHT 9 $„ PANEL MAX. HEIGHT 96" D.L.O. MAX. HEIGHT 77 1/2" S TOP & INACTIVE PANEL TYPICAL ELEVATION 17.00" MAX. O.C., TYP. "X" INAC7E 3" FROM ,,X„ ACTIVE CORNER, TYP. 3" _ 3'3" ANCHOR LAYOUT CONFIGURATION UNITWIDTH UNITHEIGHT DESIGN PRESSURE RATING XX 75-3/16" 1 98-1/8" +50.0/-50.0 PSF NOTE: 1. PRODUCTS SHOWN HEREIN MEET WATER INFILTRATION REQUIREMENTS BASED UPON POSITIVE PRESSURE RATING. 2. SEE SHEET 9 FOR GLAZING OPTIONS AND REQUIREMENTS. Jvib"EN, 1ELD-WEN, Inc 3737 LAKEPORT BOULEVARD KLAMATH FALLS, OR 97601 PH: (541) 982-3451 FX: 1541) 950-2609 F O lJ m IF y $ 3" FROM v 3 � C w S m o CORNER, TYP. p p = f 0 . q QWo by= O 3 �mOD z 13" MAX. W a < O.C.,TYP. F a REMARKS BY I DATE /\17TH FBC CODE CHANGIA LL 10/2l FROM THE REOUIREMENIIS DETAILED HEREIN. A U[ENSE EHGIxEEA ORAROIRERSHAEE P SIIESRE OONMENR FOR USE V/IIX THIS HIS DODO CUMENT.. TYP. I-ntt,.lt(l S A OF onxw aEAa.FE33000 GRPE QRT.OFAUTNORQATION Na 2957R DATE- 06.21.13 DWG. BY: CHK. BY: ADS HFN SCALE: NTS DWG.#: JW018 SHEET 4 UNIT MAX. WIDTH 38" PANEL MAX. D.L.O MAX. WIDTH 26$" — WIDTH 36 3/4" 16.00" MAX. O.C., TYP. —r B 6 3" FROM CORNER, TYP. UNIT MAX. \ 13 HEIGHT 13" MAX. PANEL MAX. 7 7 \ O.C., TYP. HEIGHT 96" .X„ "X" D.L.O. MAX. HEIGHT ry 771/2" 26 5 ACNE AC�(VE _ INSTALLATION ANCHOR, TYP. TYPICAL ELEVATION AS TESTED UNIT MAX. WIDTH 7 16" PANEL MAX. 131.0 MAX. WIDTH 36 3/4" WIDTH 26$" B 6 UNITMAX. HEIGHT / 981" 8 PANEL MAX. HEIGHT / ,96" X. X. D.L.C. MAX. HEIGHT 771/2" 27 26 I I INACTIVE ACGVE \\x / � SHOOT BOLTS A TOP & BOTTOM OF 6 INACTIVE PANEL TYPICAL ELEVATION ASTESTED 3" FROM 13 CORNER, TYP. ANCHOR LAYOUT CONFIGURATION UNIT WIDTH UNIT HEIGHT DESIGN PRESSURE RATING X 38" 98-1/8" +50.0/-50.0 PSF XX 75-3/16" 98-1/8" +SO.O/-S0.0 PSF NOTE: 1. PRODUCTS SHOWN HEREIN MEET WATER INFILTRATION REQUIREMENTS BASED UPON POSITIVE 1�17.01" MAX. PRESSURE RATING. - ' - I O.0 Typ. 2. SEE SHEET 9 FOR GLAZING OPTIONS AND REQUIREMENTS. 3" FROM CORNER, TYP. 13 / 11 \ 13" MAX. O.C., TYP. / T--X" - INACTIVE ACGVE INSTALLATION—/ ANCHOR, TYP. " K 3" FROM �iA ,,13CORNER,TYP. NCHO LAYO L—(4) #10 X 2" FH SCREWS THRU HINGE TO STILE (4) #12 X 2" FH SCREWS OR (4) 3/16" X MIN. 2" FH TAPCONS THRU HINGE TO FRAME TYP. HINGE DETAIL 5 JELBrWE , IELD-WEN, IDc 37371AKEPORT BOULEVARD KIAMATN FADS, OR 9]601 PH: (S41) 982-34S1 FX: (541) 850-2609 Q g U m E. zd O O _ F z z sa�� O ? Z o m w w ¢ a � w `ol a REMARKS BY DATE FTH FBC CODE CHANG4 U. 10/2( vrt. MAYNWRVI—AMf LWNOMOMMRAWM if srtemnomoNs wusE INsrauanoN ro DEvu ENGINLE RmUIREMENIS DETALLED HEREIN, A Dm ENGINEE0. OR AROfIiERSNALLPREPANE SNESP - DDmMFNRFOR DSE W1111 TH6 DOCUMEM. .1111111tt/Ilj�7! z N 7 ` o S A OF Av E ,398E 8@WRL 3. DANIA BEAM, fL33W6 48PE — AUMORILITION Na ]99R DATE: 06.21.13 DWG. BY: CHK. BY: ADS HFN SCALE: NTS DWG.#: JW0.18 SHEET 5 OF 1Ao 2X WOOD HEADER BY OTHERS #12 WOOD SCREW INSTALLATION ANCHOR 2X WOOD FRAMING----_ BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS O.A. UNIT HEIGHT EXTERIOR SEE GLAZING_ OPTIONS SHEET 9 3/4" MIN. EDGE DISTANCE g . VERTICAL SECTION 6 HEAD - ZX WOOD FRAMING THROUGH FRAME INSTALLATION, TYP. SEE GLAZIN OPTIONS SHEET EXTERIOR O.A. UNIT HEIGHT SILICONE SEALANT ' ' ' �' e ' J BY OTHERS ° "d d. CONCRETE/MASONRY 21/2'MIN. 'a BY OTHERS EDGE DISTANCE' n ' A VERTICAL SECTION 6 SILL-CONCRETE/MASONRY THROUGH FRAME INSTALLATION, TYP. CONCRETE/ MASONRY 21/2" MIN. BY OTHE EDGE DISTANCE L� T� i�,,� ��.7T JwIYND•DVE , 11/2" MIN. 1/4"ITWTAPCON INSTALLATION ANCHOR . .. 4• _.., .a,.. EMBEDMENT V WOOD BUCK --_,,...a • 11/4" MIN. ieEu-wEN,m. ' BY OTHERS (OPTIONAL) a .. ;a'a, - G EMBEDMENT 3737uKePoareoutFvaao EXTERIOR FINISH a e e .a KAMATHFALS,OR97601 BY OTHERS PH: (sail eat-3451 Fx:IsaEl eso-2cw 1/4" MAX. SHIM SPACE SILICONE SEALANT " BY OTHERS1/4 p s rw�� Oa- 3 o � SHIMS ACE . O� �mmPPa _ g��-C O.A. uZ2N z=`<6 UNIT R.S = P J W 3 HEIGHT 29 2 Z o> m SEE GLAZING Ln y u OPTIONS SHEET 9 23 w G -INTERIOR EXTERIOR 15 12 INTERIOR r a \ REMARKS BY DATE C VERTICAL SECTION HFB"°DECHANG LL 1Dnl 6 TRANSOM HEAD-CONCRETE/MASONRY - THROUGH FRAME INSTALLATION, TYP. 15 12 TiEINSTANATON DETAl150ESQ1 .HEAFIN ARE-0 SF IFF UIE M-01E MA NVA ONM DEWY EROM TIE REQUIREMENISOETAIIED HEREIN, A NOISE SEEGLAZING G NOTE( MONEERORA 1-51—PRE➢ARESrtESPEORC DDmMENrsfORusEW1IlIT15D000MENr. OPTIONSSHEET9 n l NOTE 1: FASTEN DOOR FRAMES TO MULLIONS USING #10 X 2" FH WOOD SCREWS AT 14" O.C. MAX. EXTERIOR INTERIOR TYP. • •�11/4" MIN. ! . EMBEDMENT 1/4" ITW TAPCON INSTALLATION ANCHOR SEE MULLION CLIP DETAIL FOR ANCHOR REQUIREMENTS, SHEET 8 SEE GLAZING OPTIONS SHEET 9 p VERTICA SECTION 6 HORIZONTAL MULLION, TYP. INTERIOR -0 S A OF i, x : 398EDANIAAC, BLW.R330 dW IA MOR-01D0 FBPECERF.Of AUTIDRNATNIN Na MSTI DATE: 06.21.13 DWG. BY: CHK. BY: ADS I HFN SCALE: _ NTS DWG.#: JW018 L-e 11/4" MIN. 1/4" MAX. 1/4" MAX. 11/2" MIN. ' EMBEDMENT SHIM SPACE SHIM SPACE EMBEDMENT CONCRETE/ MASONRY BY OTHERS ' CAULKBETWEEN ••a'+• INTERIOR CONCRETE/ MASONRY & 1X 2 23 4 12 8 2X WOOD STUD WOOD BUCK BY OTHERS SEE GLAZING "IHEE BY OTHERS 1X WOOD BUCK OPTIONS BY OTHERS (OPTIONAL) SHEET 9 1/4" ITW TAPCON , ° INSTALLATION ANCHOR_ 2 1/2" MIN. ' EDGE DISTANCE O 1 25 13 EXTERIOR EXTERIOR FINISH O.A. BY OTHERS UNIT SILICONE SEALANT WIDTH BY OTHERS p HORIZONTAL SECTION 7 HINGE JAMB-CONCRETE/MASONRY 11/2" MIN. THROUGH FRAME INSTALLATION, TYP. EMBEDMENT 1/4" MAX. CAULK BETWEEN` SHIM SPACE CONCRETE/MASONRY & 2 WOOD BUCK BY OTHERS INTI 2X WOOD BUCK V ', 2 23 4 BY OTHERS #12 WOOD SCREW • SEE GLAZING_ INSTALLATION ANCHOR v • OPTIONS SHEETS) • 3/4" MIN. EDGE DISTANCE •`. CONCRETE/ MASONRY BYOTHERS 1 13 O A EXTERIOR UNIT WIDTH EXTERIOR FINIS EXTERIOR BYOTHERs SILICONE SEALANT HORIZONTAL SECTION F BY OTHERS 7 SIDELITEJAMB -2XWOOD BUCK THROUGH FRAME INSTALLATION, TYP. 3/4" MIN. E GE DISTANCE #12 WOOD SCREW :RIOR 26 1 INSTALLATION ANCHOR O.A. UNIT WIDTH EXTERIOR FINISH BY OTHERS E HORIZONTAL SECTION 'ILICONESEALANT 7 • LOCK JAMB-ZX WOOD BUCK BYOTHERS THROUGH FRAME INSTALLATION, TYP.- G HORIZONTAL SECTION 7 ASTRAGAL JELB EVEN IELD-WEN, Inc 3737 LAKEPORT BOULEVARD KLAMATH FALL5, OR 97601 PH: (541) 882-3451 FX: (541) 850-2609 C) 3 a z 0 cr o oo� G osssma N- gzx < Zo�oal p N x O ti Z Z)m m U .. o a F-• 6 BY DATE REMARKS TTH FBC CODE CHANGd LL 10/2( ROM THE REOUI—H— OETNlEO HERO N, A OfffiSE ENGINEER OR ARdRECf SHALL PREPARE 5(f E SPFOFlC OOLIIMENIG W R USE WITH THIS DONMFM. s A o ryl '�' * -o 1F � 398 F.OARWEBEACit EetVO./338 PRPE CFRT. OF AUIHORUATION Na 795A DATE: 06.21.13 DWG. BY: CHK. BY: ADS I HFN SCALE: NTS DWG.#: JW018 iHEET 7 OF SEE MULLION CUP NOTE 1: FASTEN DOOR FRAMES TO MULLIONS USING #10 X 2" FH WOOD SCREWS AT 14" O.C. MAX. TYP. H HORIZONTAL SECTION 8 VERTICAL MULUON,TYP. 2X WOOD BUCK/FRAME JEL"4 EN. IELD-WEN, i- 3737 LAKEPORT BOULEVARD KLAMATH FALLS, OR 976D1 PH: (541) 892-3451 Fx: (541) 850-2609 V� Z m 0 O LnU z¢ Z a E vim 3 d p p o e LrmJ�Sl: tq U?2az T o Z=-a? O W p2mm =.3 m U W o w s a H a REMARKS BY DATE iTH FBC CODE CHANG LL 10/2( O t EROM THE REQOIREMENES DETAllFO HEREIN,AD[ENSF EN—EERORARdIIERSHALLPREPA -ESP— OOEUMENR WR OSE WDHTHl500CUMEM. INTERIOR SIDE VIEW F ONTVIEW T EAD i-------- (4)#8X1"PH SMS i�11L1iSlittt7t2 (4) SD x 2" ROOFING THROUGH CLIP INTO �t MULLION NAILSTHROUGHCUP O #8 X 13/4" SMS - 2 11 02X THROUGH CLIP INTO2X ��.. �\. E • N '"7 7 ' ECTIONVIEWA�^' MU 4 w ION � S A OF NOTE: IX WOOD BUCK 20 tG (2) 1/4" ITW TAPCON BY OTHERS IS OPTIONAL O Q. INSTALLATION ANCHORS FOR MASONRY APPLICATIONS (4) #8 X 1" PH SM✓ S k 28 THROUGH CLIP INTO, �ljr eEII�� MULLION I I 398EOANP �9 ENBLW.33R CONCRETE/MASONRY 28 I I DANIA eEAa, FW�33aoa ERPE CERE.OFAORb TION N".19518 BY OTHERS - DATE: 06.21.13 •• , . . ; a '. ° ° ° --- DWG. BY: CHK. BY: '•4 •4 SEEVIEW ADS HFN 11/4"MIN. O O AT SILL e • .e ••a a : . EMBEDMENT O O SCALE: NTS --- A. X. a' a �•• 2XWOOD DWG.#: JW018 ° : • " ' ' ° • ' b.. EXTERIOR MULLION CLIP DETAIL BUCK/FRAME MULLION CLIP DETAIL FRO TVIE SHEET ALT. CONNECTION TO CONCRETE/MASONRY TYPICAL 8 OF 1 27/32" O.A. INSULATED GLASS CONSISTING OF: 3/16" TEMPERED GLASS 5/16" METAL SPACER 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER BY KURARAY / 1/18 ANNEALED GLASS EXTERIOR / \ \ 1/2"MIN.TYP. / 18 GA. X 7/32" X 1" STAPLES AT4"-6"O.C. GLASS BITE 1 ' / \ / INTERIOR DOW 899 SILICONE GLAZING DETAIL 1 EXTERIOR 1/2" MIN.TYP. / GLASS BITE 1 27/32" O.A. INSULATED GLASS CONSISTING OF: 3/16" TEMPERED GLASS 5/16" METAL SPACER 1/8"ANNEALED GLASS 0.090" SGP INTERLAYER BY KURARAY 1/8" ANNEALED GLASS \ 18 GA. X 7/32 X 1" STAPLES AT 4"-6" O.C. INTERIOR DOW 899--.-- SILICONE GLAZING DETAIL JIEL,E IELD-WEN, Im 3737LAKEPORTBOULEVARD KLAMATH FALLS, OR 97601 PH: (5411892-3451 FX (541) MO-2609 Um E O e Cc 30a !fl CL C) qs 3Z Z so Z iu a H 6 REMARKS BY DATE rrH FBC CODE CHANGIA LL 10/2( SNE IF SOE OONDMOM CAUSEINSfADATION TOOEV X ROM SHE REQUIREMENTS DEEMED HERDN, A U-E ENGINEER OR MOIOEa-PREPARE SOE SPEC DOCUMENTS FOR U%WITH TNER DOQIMEM. ``�,`1♦t 1 t 1 U NrrtTi N 7OF FBPECTRT.OF AUTNOROATTON No DATE: 06.21.13 DWG. BY: CHK. BY: ADS I HFN SCALE: NTS DWG.#: JW018 SHEET 9 BILL OF MATERIALS ITEM NO. DESCRIPTION PART NUMBER MATERIAL MANUFACTURER 1 FRAME CLADDING -- ALUMINUM JELD-WEN 2 FRAMEJAMB — WOOD JELD-WEN 3 SILL FRAME — WOOD JELD-WEN 4 TOP RAIL/STILE --- WOOD JELD-WEN 5 BOTTOM RAIL --- WOOD JELD-WEN 6 TRANSOM RAIL — WOOD JELD-WEN 7 RAIL/STILE -- WOOD JELD-WEN 8 LOCK STILE -- WOOD JELD-WEN 9 ASTRAGAL -- WOOD JELD-WEN 10 NOT USED --- -- — 11 SILL CAP — WOOD JELD-WEN 12 GLASS STOP -- WOOD JELD-WEN 13 RAIL/STILE CLADDING --- ALUMINUM JELD-WEN 14 BOTTOM RAIL CLADDING -- ALUMINUM JELD-WEN 15 TRANSOM RAIL CLADDING -- ALUMINUM JELD-WEN 16 SILLCLADDING — ALUMINUM JELD-WEN 17 INACTIVE ASTRAGALADAPTOR -- ALUMINUM JELD-WEN 18 ACTIVE ASTRAGAL ADAPTOR -- ALUMINUM JELD-WEN 19 ASTRAGAL CLADDING -- ALUMINUM JELD-WEN 20 MULLION -- ALUMINUM JELD-WEN 21 MULLION CAP — ALUMINUM JELD-WEN 22 DOOR SWEEP - VINYL INTEK 23 WEATHERSTRIPPING — FOAM SCHLEGEL 24 BULB GASKET — VINYL INTEK 25 HINGE (3 PER PANEL, SEE DETAIL) -- SS JELD-WEN 26 MULTIPOINT LOCK -- SS ASHLAND 27 SHOOT BOLTS -- SS ASHLAND 28 MULLION CLIP - GALV. STEEL JELD-WEN 29 HEAD PANEL BULB GASKET — VINYL AMESBURY OFRAME CLADDING ALUMINUM 6063-T5 0.055' [52" ---�{ 2.2���61" OSILL FRAME WOOD 1.062,. 2.625" OFRAME JAMB WOOD 1.432" 4.311" 7 © •.., .1. ® BOTTOM RAIL OTRANSOMWOOD %%%///%%%// WOOD / / NOTE: ALL WOOD COMPONENTS ARE PRESSURE TREATED PINE. OSILL CAP O GLASS STOP O RAIL/STILE CLADDING O BOTTOM RAIL CLADDING 11 WOOD 12 WOOD 13 ALUMINUM 6063-TS 14 ALUMINUM 6063-T5 �m 0. 28" Z�5" 0.075" -�{� J—--�ii�-- 0.075" IW!/!1�(dI 0.477" 0.477'. I �{ 1.750" 0.476" 4.602" 6.602" OASTRAGAL WOOD JELD VEN. JELD-WEN, Inc 3737 LAKEPORT BOULEVARD KLAMATH FALLS, OR 97601 PH: (541( 882-3451 M (541( 850-2609 o OhV vm Z m e vi �$m plr Q aom��e < c� V? 2 0 i a Z20 p o f W 3 DO V o w az REMARKS BY DATE rfH FBC CODE CHANGEI LL 10/2( FROM THE REQUIREMENTSOETAIIED HEREIN, A VO:NSE ENGINEER OR ARORTECT SHALL NIEPARE SITE SPECIFIC DOCUMENTS FOR USE WRIT THIS OOOIMENT. S A OF �RpIF� DgUpyl� � 398 E M/ IA ADHI .1W:�338 OANIA BFAOI, FL 33004 FRPF CERT.Oi AUTHOR WNON Na.29578 DATE: 06.21.13 DWG. BY: CHK. BY: SCALE: NTS DWG.#: JW018 10 15 TRANSOM RAIL CLADDING ALUMINUM 6063-T5 i-� 0.075" 0.477' III 2.229" F� 19 ASTRAGAL CLADDING ALUMINUM 6063-T5 0.055" 0.47� 24 BULB GASKET VINYL 16 SILL CLADDING ALUMINUM 6063-T5 i 0.055" 1.314" 20 MULLION ALUMINUM 6063-T5 1 0.200" 1.300" T—T-- 5.002" 25 HINGE SS z.EF. QUALIFIED HINGES: • 4" BUTT HINGE • 4-112" BUTT HINGE • 4" ADJUSTABLE HINGE 17 INACTIVE ASTRAGAL ADAPTOR 1841 MULLION CAP DOOR SWEEP 21 ALUMINUM 6063-T5 22 VINYL 1.63� 0.086" 1� 0.416" ALUMINUM 6063-T5 0.050" 0.537" �422" 28 MULLION CLIP 0.070" THK. GALV. STEEL o O I O (] I O O 2.500" 0 I O o I 0 0 I0 I� jam--- 8.250" ACTIVE ASTRAGAL ADAPTOR ALUMINUM 6063-T5 0.050" 0.542" �1188'� 23 WEATHERSTRIPPING FOAM l�J 29 HEAD PANEL BULB GASKET VINYL L JELaWEN. JELRWEN, Inc. 37371AKEPORTBOIJLEVARO KLAMATH FALLS, OR 97601 PH: (541) 882-3451 FK: (542) 850-2609 _ um Z m o 3oa o LLva OWN Z �a3S= U?= a Zia=� oo�6ym o O O J W E5 3 >co m L) U p � F a W F= a REMARKS BY DATE FTH FBC CODE CHANG LL 10/2( me RE"mREMEms OEEAREn nExE� n A u�.aE ENGOIEFA OR A0.01RER LIALL PREPARE YLE 5➢EONC DO(IIMENIS Po0. UY WIIH m6 DOCUMbil. DATE: 06.21.13 DWG. BY: CHK. BY: ADS HFN SCALE: NTS DwG. a: Iwni R 11 OF TYPICAL QUALIFIED CONFIGURATIONS ail Ell - I ICI NOTES: 1. CONFIGURATIONS SHOWN ARE TYPICAL AND FOR ILLUSTRATION PURPOSES ONLY. 2. ALL QUALIFIED CONFIGURATIONS SHALL ADHERE TO THE MAXIMUM LISTED SIZES AND PRESSURES IN THIS APPROVAL. 3. ARCHED UNITS ARE ALLOWABLE AND SHALL BE INSCRIBED INTO THE MAXIMUM RECTANGULAR AREA LISTED IN THE APPROVAL JELB EVEN. JEU}WEN, Inc 3737 lAKEPORT BOULEVARD KLAMATH FADS, OR 97601 PH: (5411882-3451 FX: (5411850.2609. Zyy O cc Q E ZS n O-dmm� 2 N 3 d pZ o mC $ v o LL o SL7nla�C a OSmga UZjR:2, ZaZ Z a J W 3 O Z U �- m o w H am W a CODE T 0. 29678 DATE: •.06.21.13 DWG. BY: CHK. BY: ADS I HFN SCALE: NTS DWG.M IW01R 12 OF 0.07C USE #10 x 2.S" PFH ST/_ SCREWS OR 3/16" X MIN. 2.5" FH TAPCONS (TYI PAIR DOORS SINGLE DOOI MTYP. SHOOT BOLT STRIKE DETAIL 3) AT HEAD SINGLE DOOR PAIR DOORS BORE 1" HOLE IN TOP SILL EXTRUSION. DO N PUNCTURE BTM OF S K TYP. SHOOT BOLT STRIKE DETAIL 3 AT THRESHOLD 5" PFH ST/STL 3/16" X MIN. 2.5" i (TYP.) AT STRIKE �I a:IEN. JELD-WEN, I— 3737 IAKEPORT BOULEVARD KEAMATH FALLS, OR 97601 PH: (S411882-3451 FK: (5411850-2 U � Z E pO a r vi as Or a ? uZZ t; F Z=�g� 0 e o O= O J 3 ti] 2 r m m T O Z o m G , 6 ~ r OC a REMARKS I BY 17ATE FTH FBC CODE CHANGEI LL 10/2( dGIREEBOR APdR SHALLPREPARE LEESPEOFlC bOdMFNRFGR Vs USE WIINIH6000IMEM. DATE: 06.21.13 DWG. BY: CHK. BY: ADS I HFP SCALE: NTS DWG.#: JW018 MEET 13 OF 0.750" 0.09 I� 0.649" 0.942" USE (2) #10 x 1" PFH ST/STL SCREWS (TYP.) AT STRIKE (X)TYP. LATCH & DEADBOLT STRIKE 4 AT ASTRAGAL US0" 0.09 0.942' T TYP. LATCH & DEADBOLT STRIKE 4) - ATIAMBFRAME .649" !) #10 x 2.5" PFH ST/STL 3k-MrV✓3 OR (2) 3/16" X MIN. 2.5" FH TAPCONS (TYP.) AT STRIKE • JELRWEN, JELD-WEN, Inc 3737 LAKEPORT BOULEVARD KIAMATH FALLS, OR 97601 PH: (541) 882-3451 FX: (541) 850-26D9 J u OH ('j r; E vi�f§mma Spa ad r pmSa p ui�2 x 3 O w E5m On g z H O_ 2EMARKS BY DATE TH FBC CODE CHANGE! LL 10/2( _10 N"77 7a $ A OF pAN1A BFAOL 0.330M FORE O]tT.OFAUFNO0.0ATION Na 29570 DATE: 06.21.13 DWG. BY: CHK. BY: ADS I HFN SCALE: NTS DwG.#: 1W018 SHEET 14 UNIT- STY -TENDED' NET,-, _Y. EX LINE LOCATION. BOOK CODE PRSITE IP1F0 ICE RICE PRICE 41, 74314 .tine 19 �F 'Rough Opening.: 45 3/4 X 75- 112- Siteline Clad Double Hung,. Auralast Pine, o_-) Brilliant White Exterior,, Natural Interior, Nail+FiU:(S tandar4),,C,6jor.MatchMeta1 DripC p, *9/16Jamb P Sash, h N Hardware;- ............. FILE CoFyrida. - FB ori&Wind Zone 3 Rated, PG 50, (+501-65) ,­ hisutatedsunResist impact w/Annealed Out, PVBT terlaYcr, Protective Film, Black Spacer, Argon Filled, Traditional Glz Bd, RetterVue. Mesh Brilliant White- Screen; Half Screen, Viewed from Exterior;. Scale-, 1/21' Prep at Right lamb, .IJ-Factor:,,0.32,,SRGC:,0.20,, VLT: 0.45, Energy Rating: I hb0, CR: 56.00, CPD: JEL-;N-880=064994,0001 PEV 2021.3.0.3573/PDV 6.360 (09/09/21)NW ,Line 20 Siteli-ne-Casement Wood Vertical IS Mull Ctr •('7841NCHTVQ Frame Size: 78 Natural-Interi . or 'PE-V 2021.3ft 3573/PDV"6.360'.(99/0`9/�`­2"1)NW 1- 8 p,, �,stgrd,, �M§0�3'F Line 21 gn& Frame Size-: 121916 X 95 1?8 RO Size-: 121 15116 X 957/8, (outside CAsihg, Size:. 1213/1.6 X 95 118) Custom Clad Mull Auralast Pine, Stack Mull, Outswing Door Product, -Briiiiantw..hite.,Extenor-AAMA..2605.Finish, Natural'Interior, Folding Nail Fin, Standard DripCap, Full Length Mull Cover, 3; Wide A I High, Job -Sim-Structural-Mull, T 4 9/16 Jamb, 574 JE - 5/4 Reveal:Tr hid-k, Florida.- FBC,. Wind Zone 3 Rated, DP 50, lj1su%ted,. SunResist Impact -w/.Temperqd. 0 e ut.,,S-GP Inter-layer,,Trotectiv Viewed from Exterior. Scale: 1/2"1" Film, Black Spacer, Argon Filled, Traditional Glz Bd, , .- This. -mull. con fi and is .guration.complies1withAAMA 450 standards professional engineer -approved: Vertical Structural MuIUVertical Spreads,, I" Wide, PEV`202'1-J.9.3559/PDV 6-.444-,--(09/09`/"�,2-1.-)P-W-- 2 Line 21-1(A2) C . OPRk6080 RO,Size 7115116- X 95 7/8,., (Outside Casing. Size: 713116. X95.118), Custom- Clad Outswing- Fmch; 2-P-hf Asmbld, Right Inac. Actual Frame Size: 713/16 -in X 95 118 -in Bpi BvUi=t--, itefFramp-,AAMA2605-�Fini.sh,.AuralastPine:Natural lnterioi-. ant- te ZIV 11r.5!4, # 16 N" ,'Extruded -Clad Pnl; 1-3/4" Thick Pnl, Brilliant White -Sash7-AAMA.260 5 No Exterior Trim 4 9116 Jamb Width. 5/4 Stainless Steel Adj Hinges oust-90466 Pitge 9, of'13;�(Prices are subject to change4 JW2T10000T0.(Vw0)1- 12/071202 I'5.46M i LINE LOCATION BOOK CODE NET UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE wind Zono 3 ru .7v, k avi-av j, . ------ Std Sill , 6 5/8" Btm Rail, Ins Wet Int Glz SunResist Impact SGP Interlayer, Neat Black Spacer, Argon Filled, Traditional Glz Bd, No Grid (4 hinges per operating panel) Door closers should not be used with adjustable hinges. Clear Opening @ 90 degree opening:64.5w, 92h, 41.2 sf (5/16 / 3/16), U-Factor: 0.33, SHGC: 0.17, VLT: 0.36, Energy Rating: 8.00, CPD: JEL-N- 170-11456-00001 PEV 2021.3.0.3559/PDV 6.444 (09/09/21)PW Line 21-2(Al) COSWR2080 (Outside Casing Size: 24 X 95 1/8) RO Size: 24 3/4 X 95 7/8 Custom Clad Outswing 1-Pnl Asmbld Sta Actual Frame Size: 24 -in X 95 1/8 -in P11 yl, ✓1 Brilliant White Frame-AAMA 2605 Finish, Auralast Pine Natural Interior. 1544'` v Extruded Clad Pnl, 1-3/4" Thick Pnl, Brilliant White Sash-AAMA 2605 , No Exterior Trim 4 9/16 Jamb Width. 5/4 Wind Zone 3 PG 50, (+50/-50), Florida - FBC, Std Sill , 6 5/8" Btm Rail, Ins Wet Int Glz SunResist Impact SGP Interlayer, Neat Black Spacer, Argon Filled, Traditional Glz Bd, No Grid (5/16 / 3/16), U-Factor: 0.33, SHGC: 0.17, VLT: 0.36, Energy Rating: 8.00, CPD: JEL-N- 760-18961-00001 PEV 2021.3.0.3559/PDV 6.444 (09/09/21)PW Line 21-3(A3) COSWR2080 (Outside Casing Size: 24 X 95 1/8) RO Size: 24 3/4 X 95 7/8 Custom Clad Outswing 1-Pnl Asmbld Sta Actual Frame Size: 24 -in X 95 1/8 -in t/" Brilliant White Frame-AAMA 2605 Finish, Auralast Pine Natural Interior. FL# Extruded Clad Pn1, 1-3/4" Thick Pnl, Brilliant White Sash-AAMA 2605 5 No Exterior Trim 4 9/16 Jamb Width. 5/4 FBC, Wind Zone 3 PG 50, (+50/-50), Florida - Std Sill , 6 5/8" Btm Rail, Ins Wet Int Glz SunResist Impact SGP Interlayer, Neat Black Spacer, Argon Filled, Traditional Glz Bd, No Grid (5/16 / 3/16), U-Factor: 0.33, SHGC: 0.17, VLT: 0.36, Energy Rating: 8.00, CPD: JEL-N- 760-18961-00001 PEV 2021.3.0.3559/PDV 6.444 (09/09/21)PW Gust-90466 Page 10 of 13 (Prices are subject to change.) JW2110000T0 (Ver-0) - 12/07/2021 5.46 PM ' LOCATION BOOK CODE NET' UNIT` QTY EXTENDED; PRICE PRICE, SIZE -INFO DESCRIPTION Line 24 O'CO __.. � M (Outside Casmg `Size: 38 X 981/1 RO Size:. 38 3/4 X 98-13/16 Custom Clad Outswing 1 Pnl Asmbld Left Actual: Frame Size: 38 -in X 9& 1-116 -in.. B ' . "a ite Frame-AAMA 2605 Finish, Auralast Pine Natural Interior. Extruded Clad Pn1,1 3/4" Thick Pnl, Brilliant Wh'ite'Sash-AAMA 2605 No•ExteriorTrim- 4 9/16 Jamb Width 5/4 iPVD Stn Nk1,Hdw °Contemporary_Mult� 6 Hdl'' Set apt Mort Prep, .Stainless Steol A dj Hinges Wind Zone 3 PG 50, (+50/-50), Florida - FBC; Viewed from. Exterior.. Scale: 1/2" =r Std Sill . , 6 5/8" Btm Rail, Ins Wet Int.Glz.SunResist Impact PVB Interlayer, Neat Black Spacer, Argon Filled, Traditional'G1z Bd, No Grid (4 hinges per operating, panel). Door. closers, should not be- used with adjustable hinges. Clear Opening @ 90 degree opening:33.2w, 94.9h, 21.9 sf '(5/1-6 /-3/16), U Tactor: 0:33, SHGC:'0.17, VLT: -0.37, Energy Rating: 8:00, CPD: JEL N- 170-11456-00004 PEV.2021.3.0:3559NDV 6:444 (09/09/21)PW 1 Total Units: 41 _.AU.raL-C_)SL" .Protect yourself whenyou choose JELD-WEN AuraLast pine products backed by a limited lifetime warrar ty�against iwood wt:-and -termite -damage. Bust-90466 Page 13 of,13 (Prices are,subjectao.change,) , .JW2110000T0 (Ver:O) - 12/07/2021 5.46 PM NET UNIT- QW, EXTENDED .F,Lp 'CODE ,M LOCATiON BOOK SIZE NFO DESCRIPTION PRICE' Lipe 22 Siteline':CasementOad er-Mull Cap BRWH (78. INCH PC)" Frame Size -, 79 PEV2,02,13-035731MV 6;360,,(09/09121)1lW Line 23 OF RO Size: 102 3116 Viewed from Exterior. Scale: 1/2" =1' K Fi 6 Size': 1017116 X 951/8 (outside CAs . ing Size: 104 71,16X 95 118)- Custom Clad Mull Auralast Pine, stack Mull, Outswing. Door Product, B -1liant W -te,'Exterior-AAMA,26105 Finish., n 'Natural Folding, Nail Fin,.Standard DripCap, Full.Length Mull Cover,, TWO& I High, Job -Site ;Structural Mult, 4 9/16 Jamb, 5/4 JE - 5/4 Reveal Thick,' Florida - F-BC,, Wind- Zone 3, Rated, DP 50i - Insulated'SunResist Impact w/Tempered Out, PVH rnterlayer, Protective Fih-n,_Blac.k5pacer, Argon Filled, Traditional Glz Bd, 'This mO,configuration complies,with AAMA 450:standards-and-is professional engineer -approved. t Vertical Structural Mull, 2. Vertical Spreads� I " Wide, PEV,2021.'3.0.3559/PDV 6.444 (09/09/21)PW Line 23-1(A2)COFRR6080 (Outside,. Casing, Size. 713116, X 95, 118). RO Size: 71-15/16 X 95 M Custom Clad Outswing Fmch 2-PnIAsmbld Right Ynac Actual Frame :Size: 713116 -in X 95 118, -!in I -Vad Frame-AAMA'2605�Fhfish, Aul�dlastPine'Natural:'Intenor.' Brillion t F -34 'AMA 2 Q,'� Exftuded- ,Clad..pnl, 1-3g," T n17Brilliant biekp Brilli Wh Sash -A 6 No Exterior Trim 4 9116 Jamb Width. -5/4 Mulii-pt Hi1 Set apt Mort Prey. stainless Steel Adj. Hinges Wind Zone t 3 PG. 50, (+50160), Floridx.-_FBC, Std Sill I . I &AO14,36 Top -Lck Rail-Ht (Ctrof rail) ,,.6,5/,8",.Bbn/Cr,ftsmn,Opt'.J'Horz',L Glass: Glass in ' Top Section Only, Raised Pn1 Wood Interior/Flat Cladded -Exterior, (PNL)i With SDL Bars 4-518" Lock Rail, Ins Wet Int Glz SunResist Impact PVB Interlayer, Neat Black Spacer, Argon "Filled, Traditional-Glz-BBd, No Grid (4 hinges per operatingpanel),Door closem shouldnot, be. use.d.with, adjustable hinges. Clear Operung @ 90 degree opening:64Sw, 92h, 41.2 sf ,(5/1613/16), "U.:Factor: 1037,-SH GM. -i-0.11, YL-TT: --0.- 22, C,.PD: JEL-N- 170-11-455-00 004 PEV 2021.3.0.3559/PDV 6.444 (09109/21)PW 01 cust-90466 Rage It of 13 (Piices'are-subitct:tD'change:)M-2-11.0000TU(Y": LINE LOCATION BOOK CODE NET UNIT QTY EXTENDED SIZE INFO DESCRIPTION PRICE PRICE Line 23-2(Al) (outside casing size: 14 its A YD 110) Custom Clad Outswing Shct Asmbld RO Size: 14 7/8 X 95 7/8 Actual Frame Size: 14 1/8 -in X 95 1/8 -in Brilliant White Frame-AAMA 2605 Finish, Auralast Pine Natural Interior. 14 4 0,1 2605 Extruded Clad Pnl, 1-3/4" Thick Pnl, Brilliant White Sash-AAMA No Exterior Trim 4 9/16 Jamb Width. 5/4 Wind Zone 3 PG 50, (+50/-50), Florida - FBC, Std Sill , 6 5/8" Btm/Crftsmn Opt 1 Horz Lk Rails, 36 Top Lek Rail Ht (Ctr of rail) Glass: Glass in Top Section Only, Raised Pnl Wood Interior/Flat Cladded Exterior (PNL), With SDL Bars 4-5/8" Lock Rail, Ins Wet Int Glz SunResist Impact PVB Interlayer, Neat Black Spacer, Argon Filled, Traditional Glz Bd, No Grid (5/16 / 3/16), U-Factor: 0.37, SHGC: 0.11, VLT: 0.22, CPD: JEL-N-760-18960-00004 PEV 2021.3.0.3559/PDV 6.444 (09/09/2I)PW Line 23-3(A3) (Outside Casing Size: 14 1/8 X 95 1/8) RO Size: 14 7/8 X 95 7/8 Custom Clad Outswing Shct Asmbld Actual Frame Size: 14 1/8 -in X. 95 1/8 -in Brilliant White Frame-AAMA 2605 Finish, Auralast Pine Natural Interior. ply# 1�54-4'6 3 Extruded Clad Pnl, 1-3/4" Thick Pnl, Brilliant White Sash-AAMA 2605 S ©� , No Exterior Trim (� 4 9/16 Jamb Width. 5/4 b Wind Zone 3 PG 50, (+50/-50), Florida - FBC, Std Sill 6 5/8" Btm/Crftsmn Opt 1 Herz Lk Rails, 36 Top Lck Rail Ht (Ctr of rail) Glass: Glass in Top Section Only, Raised Pn1 Wood Interior/Flat Cladded Exterior (PNL), With SDL Bars 4-5/8" Lock Rail, Ins Wet Int Glz SunResist Impact PVB Interlayer, Neat Black Spacer, Argon Filled, Traditional Glz Bd,. No Grid (5116 / 3/16), U-Factor: 0.37, SHGC: 0.11, VLT: 0.22, CPD: JEL-N-760-18960-00004 PEV 2021.3.0.3559/PDV 6.444 (09/09/21)PW oust-90466 Page 12 of 13 (Prices are subject to change.) JW2110000T0 (Ver:O) - 12/07/2021 5.46 PM