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HomeMy WebLinkAboutProduct Approvals Florida 13uiltiindCode Online j wc-'�'�S."� R t�Apy } ,�.y�^pH_ `" �i E +'-�.K ,JS.t " - 77 BCIS Home Log In User Registration I Hot Topics Submit Surcharge�� Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>ADclication List>Application History>Application Detail FL# FL16708-R9 Application Type Revision Code Version 2017 Application Status Approved k. 4 1j' t Comments Archived El f Product Manufacturer JELD-WEN �,•� Address/Phone/Email 3737 Lakeport Blvd h; Klamath Falls, OR 97601 ` ( (800) 535-3936 , • i fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks e'� I fbcl@jeld-wen.com 1'{ I Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. t Klamath Falls, OR 97601 f (800) 535-3936 customerserviceagents@jeld-wen.com ' Quality Assurance Representative Address/Phone/Email o A Category Exterior Doors ° Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida F. Professional Engineer ❑ Evaluation Report- Hardcopy Received ' Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 ({ Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received !' t r , [ 1 Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27.pdf } Referenced Standard and Year of Standard Year I' ( ) Standard TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards litip:dwww.iloridabuilding.org/pr/pr_app_dtl.asps?parant=wGEV XQwtDqu8obl°/*2flZm6TudWOg6cFU I Gh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:38 PM] Florida Buil(lin;Code Online Certified By ! Florida Licensed Professional Engineer or Architect 9 FL1_6.70.8 R9 Equiv ASTM E84 Eauivalency Letter SS 2017 08-31.odf Sections from the Code }Y G ' Product Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04/22/2019 , Date Pending FBC Approval 05/01/2019 :. Date Approved 06/18/2019 Summary of-Products -- - I - -. - . FL# Model, Number or Name Description i 116708.1 A Design Pro/Smooth PT/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010871A X OPO SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 r j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4663.1 SS 2017-11-17,ndf Created by Independent Third Party: Yes _- 7q4. 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing 4 and Outswing i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010872A X.GLZ SS 2016-08-26,odf b1 ,� Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4438 1 SS 2017-11-17.pd I Created by Independent Third Party: Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 I Fiberglass Inswing and Outswing r , i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX OPO SS 2017-02-09 pdf z� € Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports C Other: FL16708 R9 AE PER4664.1 SS 2017 11-17 p_df 1 .� Created by Independent Third Party: Yes 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0;x 8-0 Inswing and Outswing ({ th Limits of Use — Installation Instructions t Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX G Z SS 2016-08 Cz IL I!k Ii Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant:Yes Created by Independent Third Party: Yes P Design Pressure: N/A Evaluation Reports $]r r t Other: FL16708 R9 AF P R4440. SS 2017-11-17 ndf Created by Independent Third Party: Yes t -- 1 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing 3 Limits of Use Installation Instructions i _' ro Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO OX OPO SS 2017-02-09.pd Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 i .. Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4665.1 SS 2017-11-17.odf Created by Independent Third Party: Yes litip:ihvww.floridabtiilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGh3R4CIsCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM] Floricla E3uilSiin�,Code Online 16708.6 F Design Pro/Smooth Pro Fiberglass Single-with sidelite(s) (X,0/O,X/O,X,O)Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010876A OXO OX GLZ SS 2016-08-26�df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 C Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4442.1 SS 2017-1]-17 [Ldf i Created by Independent Third Party: Yes i i ( 16708.7 Fibe Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque J _ Installation Instructions Limits of Use rg lass Door 12-0 x 6-8 and 12-0 x 8-0 Inswin9 and Outswing Approved for use in HVHZ:Yes FL16708 R9 II A010877A OXXO OXX OPO SS 2017-02- " ` ( Approved for use outside HVHZ:Yes 09.Ddf HI Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 r I '� Design Pressure: N/A Created by Independent Third Party: Yes I Other: Evaluation Reports ( 'I FL16708 R9 AE PER4666.1 SS 2017-11-1.7.Rd-f Created by Independent Third Party: Yes 11 1 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/OXX/O,XX,O)Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing 'Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26.pddf I 1 Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 { Design Pressure: N/A Created by Independent Third Party: Yes I R Other: Evaluation Reports 1 FL16708 R9 AE P R4444.1 SS 2017-11-17,12df [ I Created by Independent Third Party: Yes -----------Y Contact Us_;;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement E a Al 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 mail 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 §i 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 i' 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 bfXp-. Product Approval Accepts: r 1.7 Credit Card Safe hup:Jwww.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU I Gh3R4CIsCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:38 PM] 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX i contact@buildingdrops.com April 27, 2015 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls,OR. 97601 Dear Sir(Madam), To the best of my knowledge,the above-mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). i Respectfully submittedNj%J1111111111 0 'ZZ ��• O � i 7 r � _ TT ✓r ' XN `/ONAL ��� Digitally signed by Hermes F.Norero,P.E. ������ ►►►►��� Reason:I am approving this document Date:2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 i Page 1 of 1 . / DROPS�� N—����� 398 E.Dania Beac Blvd Suite 338 Aperfect Solution inEvery Drop! Dania Beach, Cc�i�mteofAvthv�z�ion:zY5?8 9�4�3g9.847Vpn 954.744.4738 FX cnntact@buiNinQdnops.com August 24,2017 | TO: ����moX�KD����n�erm ' ' ' FROM: Hermes F. Nmraro, P.E. � Registered Florida Professional Engineer#73778 ! MANUFACTURER: Je(d-Wn / 3737 Lakeport Blvd. � Klamath Falls,OR97601 | � This document shall serve tostate that]eld'VVenproducts tested inaccordance with ASTM E84'O5asper the 5m Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. | The testing on the products complies with the requirements specified within the ASTM E84-13 standard, asrequire dby the 61' Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and titled "Standard Test Method for Surface Burning Characteristics of Building Materials". / ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or exceed requirements ofthe 6mEdition Florida Building Code. � Respectfully submitted, � vxvnxov�«� / | � _ . | ! on �,o ogneooynenmr F. � mon�P.E. ' ^vv^ —`~`— "�`Nx^' �Ren�m:|nmapproving this document '`vxx�nmv Date:zo17.0us1ov:5127-0«no Hermes Norero, P.E. Florida Registered Professional Engineer#7377Q Certification q/independence: p/eo�nu�e'xv�/uv"v,have nor will/acquire/,e a financial interest In any company manufacturing or distributing the product(s) m—'which this report/sbeing issued.ms�/aonot have nor wm/acno/reafinancial interest/nany other entity involved mthe approval process v,the xlisted \ \ product(s). ' ~ ' Page 1of1 ( � .� / . | | / | PREPARED BY: JEL]DrWEN, BUILDING DROPS,INC. l99 E. 1 D p{Y S DANIA BEACH BLVD,—llg D p D R 5 DANK SEA CH.H.3lBU4 PH 19Sn1399.8478 EA%.195e1Ne.4PJg WEB:wvw.buA4,�g4iopf.cem DESIGN PRO/SMOOTH PRO/STUDIO T371,2"MAX._ o IMPACT APPROVED D.A.WIDTH W m o G E � -a-�-- — - FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/z"MAH. 5 Q. 0 0 Lr)0Za C T m O.A.WIDTH J s 4 Ix—C t/1 W min Q Z Z m� GENERAL NOTES: O I ® \ O LL. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 q Q p BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: F \ - s o W ZQ •TAS 201-94 - • TAS 202-94 00 L=_1 `.�+ LU W • TAS 203.94 ., = 1 l O on x s o y w 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t7 4 ® 5 p z s 6 tw7 Q U ` RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE N LL s ID ACTIVE N?a s O ACTIVE _ �-w ; FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Z a s to j N p s �.Cr INSTALLATION. ?N p 5 = O? j 4. O? m 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR F A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY1 DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. Add ADA 911,MHI[iPDini Lock GL /23)14 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 4 5 s e 9 3 4 s e 7 B 9 RESISTANCE. 4 4 4 4 4 4 4 n 4 4 4 4 4 S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION S CZZ TYP.ELEVATION 2 cNA,N rx P� w�DR P� DOORS ARE QUALIFIED. 1 0.-a-.HEIGH" e•.o•000s xElr Er r01HRE:NmP[ WHOU ORPART —BO, vmin9NmNxur N%.T.1 ar gwDCTe NAM luc MARnNGi m9N6D00 WNr ARENm PHSM TEnAND 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT �rj F O 7i� PRODUCT MEETSTHIS REQUIREMENT,PRODUCTSHALL BE USED WHEN INSTALLEDAT LOCATION PROTECTED BY % _n OVERHANG SUCH THAT OVERHANG IOH)RATIO=OH LENGTH=OHHEIGHTIS21.0 `����Q-\., ••����� NOTE: _ 7 ..• *' DOORS SHOWN ABOVE MAY BE LEFT * - OR RIGHT HAND OPERATING DOORS. �i�'fps•••.........''G� �. ,9R;!k°ni°gE99���f�cnnBBfl$�1f11:NN,4N4 �O� oANi�SeAM0. TABLE OF CONTENTS rBP[CERT.OP AUTMOIWAINIHON N0.19118 SHEET REVISION SHEET DESCRIPTION igitally signed by Hormel F.Norero,P.E. lesson:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES BID:2017.02.0915:24:09.05'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK.gY: MAX.OVERALL DESIGN PRESSURE(PSF) G C/b M SS/M SS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS 6 AWOODSUBSTRATES WIDTH HEIGHT POS. NEG, RATING DWG.R:A010871A 7 A CONCRETE SUBSTRATES X 3'-0' 6'-R" 65' 1 65 65' 65 LMI&SMI SHEET: OF8 B A COMPONENTS&BILL OF MATERIALS __ _ _ _ _ _ -u 8 _ 513 1 s0' So— SEE 0_SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY: 1. ONE.(1)INSTAI I.ATION 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 SHIM STACK TO BE 114 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMBU , S)SHALL BE U39B DAFOA OEACH BOPS,INC.IN CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA DtnCH,FE33 3. Pu:I95npB9ease MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAR:1954Pn4473B371/2"MAX. INED.—b.,WODdm odn STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH T 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. O W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 F• •$ 0 om�o MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0Z 21 L �om�,--- - -- — S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR r ® O 0 Z a m m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - K Lu w LL SHELL OF BLOCK. I CLC j F v 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O 4 � m d CONCRETE/MASONRY CONSTRUCTION. _ o¢ MY 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE to w DO a g FOLLOWING PROPERTIES n W F F cc A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. m 0 6 = cL w^ B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH Of 3000 PSI. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH zl` u u U " OF 2000 PSI AND GROUT CONFORMSTO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 "F' ¢ ¢ .a Q Q PSI. C,Z vwWi p N J D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q OF 2000 PSI. 4. 8, SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR t LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB REMARKS BY DATE A5 LONG AS MINIMUM - EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - A#dADA SiII,MUIti.PDint1n GL 6/23/ld A2 A2 ANCHOR TABLE P.ANCHOR LAYOUT P.M n e•-D"DOOR HUGO 6'8"DOORS '0"DOORS SNAIINOTBEREPRDDUCEDI—OLEART O 'lNANDTlgOi ORPWNiiEN[Uxsl.xl OF DUnDINO DROPS. WxS,NI ­­.—PUR RINGS iO fNli po[DM[NI AR[NDI PtRM,TrfO NID - ANCHOR MIN. MIN.EDGE ' Nvu,Dn ANCHOR TYPE SUBSTRATE MAX.O.C. LIAMBS `SL SIZE EMBEDMENT DISTANCE `S\ •Grj F. - SPACING ATM /JAMBS `� �i NOTE: ` !v .• WOOD SCREW 012X WO OD BUCK 1-]/2' 3/4" NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. Z:•• 0 17-]/2" 17-1/4" 7 OR FRAMING 1 Tk ITWTAPCON 3/16" CONCRETE/CMU 1-1/4° 2-1/2" 17.1/2" 17-1/4" 10 T T ? O ' C DP•'2�: ELCO ULTR{1CON 1/4" CONCRETE/CMU 1- 4"-DNC. V. 17.1/2" 17-1/4" �� "•....°q'•�'j� ��� 1-1/-1/4"-CMU � TWT CON 1 CONCRETE CMU 1.1 4" '3m 0,/.' e```, / 1" 10" 14-3/8" 099 E.�NR90r�(K �)'I EBrE ccRc aRAonmRlnrrox No xesre B2 p " - DATE: 02.05.14 DETAIL D2 2-#9 X 2 1/2"PFHTYP.HOP 22 23 DWG. Y: CHK. Y: PFH SCREWS MULTI- POINT SHOOT BOLT GL TJM SS7MSS • PLATE LOCATION SCALE: NTS DETAIL B2 (RH PLATE SHOWN)IYP.HOPPE 02 DWG.u:A010871A MULTI-POINT SHOOT BOLT 1-BOTTOM SHOOT BOLT PLATE SHEET: OF8 PLATE LOCATION HOPPE#2098911 - ------ - IX—SICLSECTION-VIEW- - ` HEAD SECTION VIEW----- VIEW---- - - - - -- - --- - - - -- - - - 2 - - ixsunNcsxowxolrrswwcsiArAAR wswwc sxawx ourswxcslNnuR set onus el stt nnmE of PREPARED BY: BUILDING DROPS,INC. DMA5EACH4 1/2"TYP. 4 1/2" P. na L oaNIA 9M..IFL Waal E.JJa DH:19541J99a419 T 1/2"OFFSET Y f FAYt(9541944.R93a —� WEa:wAW.WltlingdoDf<onI I O o Lnti SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" a j Q 3 a a w Oq COLO 2`LL n OQ >< COY NU �a Qz 0- Z Z^ z 2 Oz W= h a Z d D Q ° W;. CU h C REMARKS RY DATE �TYP.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT 5L600 ddADA sill.M.1dI ntL-k GL 6/23/14 3 oxuixelux'wcaxaLJUMAma6r QUALIFIED SKIN PATTERNS Add Q.1iRed Skin Plitt— LS 1111/1 .250±.010 "I AVD R—Nat&REP—LDIN"M DR MTxt +.010 Wrtxoxr IAMEN cDMFNJ o,eaRmaa oxuFa wc. iWx;n2NUGMdG oaoTNfR .092-,DOS .030±.010 MweRIN05 TOlN ODNMFMA9:NDTT�MPMRIED AMO 11/4"MIN.EMBED TYP. I I q., $F. O 3 P.GROOVE DIMENSIONS SEE TABLE 7 o _ v Tf1T q� u�i . � w � 2K BUCK ANCHOR TABLE � � •.,9 Q.�' ([I � D 6'B"DOORS 8'D"DOORS I 2X WOOD BUCK INSTALL. 39 � kEt ��� • `2X W000 BUCK ANCHOR MIN. MIN.EDGE MIN.CENTER ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER 52E EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. ol4 aRr.oFA"ExaR¢AEwN No.R9sJe �3 2X WOOD 6BUCK INSTALL. 2X WOOD BUCK INSTALL. SPACINGAT SPACING AT IAMMBBS JAMBS 3 9DF VI W ITW TAPCON 1/4" CONCRETE/CMU 1-7/4' 2-1/2" 4° 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3//"-CONC. v 4• 25" 30-1/4" DATE: 02.05.14 1-1/a"-[Mu DWG. Y: CHK. Y: NOTES. GL TJM SS MSS 1. 2K BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: JL NgTSp p _- 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG-a:„01007111 - SHEET: OFS PRUARED BY: - BUILDING DROPS,INC. 398 E.DANIABEACN,PL33OOJEl3P j///% �o Blcisse139s-eels FA[.19541144.47311 WEB ww Wildmadrpp..rmn 11 11 INTERIOR EXTERIOR EXTERIOR / INTERIOR $ 4 O 1 6 INTERIOR ./ EXTERIOR - o �O q Lq 0 92 W wLLy^v~vi -�- a0 O a co 2 � 0� LWl1 m Y OPERABLE HEAD �" "' [� OPERABLE SILL OPERABLE SILL o \IV OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING CE Q END URA ZAIL4565F AFCO 1-2297 FV--• w= W 0 W > a w- 11 p EXTERIORINTERIOR REMARKS BYJ DATE INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add ADA sill,Multl-Palm Lock GL 06/23/14 10 /• 'i I 6 / vE7 fNnLL N01 aE PRO-1-WHOEf OA PART N WIIrK'uI WRIREN LON5LNT DING DROPS,xi[. Irox;•DOn[Ixf.NG O6N[R OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL MAP[INGSIIIIBDORMEN}•R OiDNMiR[D/ND INSWING/OUTSWING (� INSWING 4 OUTSWING ��S,,,ES F• QJ'7�7i ENDURAHC15000 AFCO A-276/P-2000 OPTIONALAFCOH-497 ����Q-�.•' (�` ��i� 3960 6}HgbEEfM0.@M4�?,E 9 IePcaRT.DnmlEDwranou ND.7R97e INTERIOR EXTERIOR B INTERIOR EXTERIOR / oDATE: 02.05.14 DWG.VY. CHK. Y: GL/TJM SS MSS 8 OPERABLE SILL OPERABLE SILL SCALE: NTS 4 OUTSWING 4 OUTSWING DWG.#:A010871A - OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8 PREPARED¢Y: HINGE SCHEDULE HINGE DETAIL AT JAMS: BUILDING DROPS,INC. PLACE 99 24/2"PFH SCREW NEXT TO WEATHERSTRIP 398C.DAMAOEACH 8LW."t,"I DOOR HEIGHT QUANTITY9eAnr,ct 23404 PH:19S4p'90.078 3 FAX 195421e4.47M 1VE8 Ou4tliax4foys.fem 4 C) N Ly 10'46 --__ dm� 1 18 19 aw m wga 1 ��\ F"4 LWi1 5 j% 11 NTERIDR NTEIOR J i-q9X 2•ij2"PHt11tPS FLATHEAD WOOD SCREW C z Z" l \ a o W=_ ~ 3-q9 X 3/4•PHILLIPS w O FLATHEAD WOOD SCREWS EXTERIOR EXTERI\ O = 4-49 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-O•DOORS r r3 HINGE JAMB 5LOCK,IAMB NG SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR REMARKS 8Y DATE OUTSWI Add ADA dll,Multi•Pein[L4ck GL /23/14 9-q9 X 13/4"PFH13•HS X 13/8"PFH(6'•8"UNITS) au w 2 Uv r m o t iwc 3-48 X 2"PFH 15-q8 X 13/8"PFH(8'-0"UNITS) 8.09 2112"PFH W1 HARDWARE Wj STRIKE HARDWARE nxaswAct was es uvxa4eccamwwaLE ax PAxr W/STRIKE HARDWARE 6'-8"&8'-O"UNITS) COMESW HARDWARE wrcHam wxr.iweawsfrrta xuAa,weoxovt we. ( 1-MPL STRIKE PLATE / u2++nowt waraxs.xceucm�nr"nv rnuax 4•q8 X 1318"PFH 4-MFL STRIKE PLATES HAworss:Dr+n oocufAEwt AA!wor o<ArwrtLEo+xo PLATE 21 1-REINFORCEMENTOPPE 8122 .96 `�1�`,rYCJ�• O''''�!� 20 EXTERIOR EXTEMOft c ,"`Z�•'N ••7 .�0 V " �* SAO':9(�P.°�k✓ INTERIOR ci INTERIDR o ` t9ai t�}M�L�EF���l� 4��x fePf C[9i.OF 0.erNapiiAnON Ha.99918 11 11 4 ROCKWELL MULTI-POINT LOCK JAMB -- -HOPPE MULTI-POINT LOCK JAMB b"'�HOPPE MULTI-POINT LOCK DATE: 02.0 5.14 r5CH � � DWG.gY: CHK. Y: 5 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY GI rTJM SS �MSS SCALE: NTS DWG.q:A010871A SHEET: OF E PREPARED BY: 2X WOOD BUCK un w BUILDING DROPS,INC. 1981CH RM.'.DANIA DEA .,STE 1J8 MIN. '~",_ DANIA BEACH,FL UMA EDGE DIST. z w %�� WOOD ANCHOR PH;(9S41J938.1. SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 FA (9S4)144A?l8 WfBwuu bwlifn t� SILICONE wN i 2X WOOD BUCK O d`fin m _z a - - y -c m o—---_- ul oEvsi �� _ " CO FW 0.25 -- g�-w-: MAX. 2X WOOD BUCK a ¢ m s= WOODANCHOR SHIM O L0. K SEE TABLE ON SHEET 2 IN.EMBED. O Q I— SEE TABLE SHEET 2 O¢ CO HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL a� o z; 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED O Q ' ENDURA ZAIL4565F Lu > 1[c Q A SILICONE W: SILICONE SILICONE 5 2X WOOD BUCK 2X WOOD BUCK REMARKS BYJ DATE ' -Add AOA 911,MDI[i-Point lwk GL 6/23/14 zX WOOD BUCK AND SNAIL NOT BE REPRI-DIIN WHOLE DR RARE NWT WRITTEN CONSENT OF BUILDING DRDPS.ING 4 OPERABLE SILL © OPERABLE SILL J� OPERABLE SILL "I ""'T0=lS`0_CU T—ME NAR[INGS TOn11S OO[UNLNT Mf NOT PTRADttfOAND OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED INNA;A n/1 AFCO J-2297 AFCO A-276 P-2000 6 OLJiswING-NO ANCHOR flEQUIRED ♦♦♦� rj F. /��� / AFCO H-497 ♦ E N� SILICONE ✓ SILICONE SILICONE ''''38��t � rtLS)Ja♦`♦``` SOPL CCR(.of AUTIIDRrt NNO.]9fi8 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y 6 OPERABLE SILL _ OPERABLE SILL OPERABLE ADA SILL GL TJM ss/mss OUTSWING-NO ANCHOR REQUIRED6 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZORL4565F ENDURA HCIS000 A010871A DWG.q: SHEET: 0 F 8 Ip OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW - - — —SECTION OF HEAD OR IAMBASIONG-AS MINIMUM— EMBEDMENT INIMUMEMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY MIN. 1%WOOD BUCK 'S ' EDGE DIST, r - (OPTIONAL( SEE TA G N , BUILDING DROPS,INC. Z O W 398[.Jp BEACH F 330 33WSTE.l3N DpNIA IA REACH,R 4 �wm /// CONCRETE ANCHOR SILICONE Q PH;195473998478 wzo rw - / — WfB'EvAv:l954 pd.ma.a7neSEE TABLE ON SHEET 2 - CONCRETE/ MASONRY O BYOTHERS vm % CONCRETE/ O o$N o MASONRYED BY OTHERS BUCK N I-O m.m m . 1KW0 OD o O o L12 gy O o. (OPTIONAL) .. / W wLL"v CL C, F- E / y 0.25 a 0 azvx / / II —H--MAK. ti EL m 6 LL SHIM O a N CONCRETE ANCHOR H• CONCRETE/MASONRY BY OTHERS I¢. DO SEE TABLE ON SHEET2 U Y MIN.EMBED. SEE TABLE SHEET 2 ¢ N HEAD (TYPICAL) JAMB (TYPICAL) 3e OPERABLE SILL ' a� W 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED v ENDURAZAIL4565F l"lu ZO ✓� O U SILICONE FFF•••••���111 W r' SILICONE SILICONE d d REMARKS BV DATE d. ETd d d O d d d ADA Pill,MWEFPDinI Lock GL 6/23/ld CONCRETE/ CONCRE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS INI—CUIVINI 111.1 AxDlHdII NOT BE eEPADWC[D IN NIEONPARI oNW S ixG OPERABLE SILL OPERABLE SILL OPERABLE SILL MENT DINE NANDNiS 1OlHi9 DDCUMfNTAI[F NDT PEN WETFJAND 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 ````����5 F• F,A��i \. ;� C) v . TAT SILICONESILICONE i�0i(l�/• �P• =w�� SILICONE ,. d d d ' . ' '98LDn/SWFGK&yg7 4' dd d mE4fNE INDTxoq . CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BV OTHERS BY OTHERS[� OPERABLE SILL �� OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: FICHK. Y: AFCO A-117 ENDURA2OBL4565F ENDURA HCISOOO ADA GL TJM SS/MSS SCALE: NTS DWG.a:A010971A SHEET: OF 8 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW 7 "— -SECTION-OF-HEAD OR JAMB AS LONG AS MINIMUM- EMBEDMENT AND EDGE DI STANCE ARE ACHIEVED. PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE 112098911 FINGER-JOINTED PINE SOLID PINE a BUILDING DROPS,INC. 399 E.oAN1A BEACH Bl•/D..VE,339 1 FRAME HEAD/JAMRS Dawa LAMINATED VENEER Dani.EE 33aa vN:(95JI399&1)9 LUMBER O Fa%a95JjTJJA)3B w[B.ww a°am,eamn.mm COMPOSITE ' Z (NOT USED) Ln 3 (NOT USED) 'O Q R m N o 4 ENDURA ZAIL4565F THRESHOLD - ®; �f W mom L... o S AFCO 1-2297 THRESHOLD - o Q 0 4 6 AFCO A-276/P-2000 THRESHOLD - CL a LL 3 a —C 0 mea 7 AFCO H-497 THRESHOLD - o0 0° C) CE "' S 8 AFCO A-117 THRESHOLD - O®O C== :�U [D >< 0 0 9 ENDURA ZORL4565F THRESHOLD Q _ O C tl z 30 ENDURA HC15000 ADA THRESHOLD p HEIGHT 4m _ Q rte, 0 _' 11 WEATHERSTRIP URETHANE & ° ° �O POLYETHYLENE w ; ^ o ° 3 0 PIo Q W 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE Z °n HANDLE ° ID 0 13 (NOT USED) - HEIGHT 6. 0 000 la (NorusED1 + 15 1110 WOOD INSTALLATION SCREW WJ 11/2"MIN.EMBEDMENT STEEL ° o REMARKS BY1 DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL p a9 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL _ Add ADA sill.Multi-Point Lock GI-10612.3/14 18 KWIKSET LOCK SERIES 400 STEEL g 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTIPOINT TONGUE LATCH 732297686.8 UNIT ® NnuoiNnn Not of 9Ev9omc w.oii D9 vn9iN ROCKWELL MULTI-POINT70NGUE LATCH 9732287808-0 UNIT STEEL s°�nr: eoo�io.u��iFa�we.o%iNii 0.63" .xu�cssosxisoocusnEN)+ni.w)vE9:urtrto•x° 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 1$6784091 STEEL ` 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL N 7 0 O L_ I —11�Z®ZC7� RMEE /AMBS THDpAIL4565F AO97 AFCO A 276/P 2000 HEAD SHOOT BOLT PLATE(LH)VAISEOMAOsHo THRESHOLD =:�O��''�.•�.=.:yyTsrJ1T �PG°.��_��`�*�`` � THRESHOLD 39a B.° �T3e ° / // /// /// m O rB•tcEa).ocnnxn9o•nnur+n.)ave 4.7" I 1.75" 4.56" DATE: 02 .OS.1+ DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GL�T1M ss �MSS THRESHOLD THRESHOLD SCALE: NTS _ IDWG.#:A010871A SHEET: OF8 I V - 4.56' r I 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FLI33004 µ A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdropIs.com I _ _� des "'valuation a � n �yy a Of JELD-WEN, inc. Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval i .em-n--or- � 4663.1 Current Florida Building Code f Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Fiberglas,s Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6,-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: 37'�7 ��{111111l� llt ESe" F O'rr��i llarn.ath Falls, OR. 976'03 ``��� Q-\:.•. .i � �i�i Prepared by: s� �-��• 'AO J +>>c.'F Florida Professional Engineer#73778 = o T T Date: 11/15/2017 p '•.• gyp.•;'��� Contents: �� ��` ........••'• GN Evaluation Report Pages 1-4 1�iIf s`S/ONA1-`V�� Digitally signed by Hermes F.Norero,P.E. Hermes����ll�ll0, P.E. Reason:I am approving this document Florida No. 73778 Date:2017.11.17 10:34:29-05'00' I � v � BUILDING DROPS Date: 1 12017 1/ 5/ 4_ A Perfect Solution in Every Drop! Report 1/ 5/2,466, . Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors i Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) i Product Name: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0"(Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)forJELD-WEN•inc. based on Method id of the 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 A010871,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). 'I 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 A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. NorerIo, P.E. Florida No.73778 Pagel 2 of 4 [i 9 t i BUILDING DROPS A Perfect Solution in Ever Date: 11/15/2017 =' y Drop!p' Report No: 4663.1 -- Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute (FBC Organization#QUA1789),. Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 j Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) I Report# Report Date: NCTL-210-3916-02 w/addendum 06/10/14 N CTL-210-3930-01 02/24/14 N CTL-210-3930-02 03/10/14 N CTL-210-3925-03 02/07/14 TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report# Report Date: SJW2013-194 w/addendum 06/10/14 SJ W 2013-131-TAS 07/02/13 SJ W 2013-206-TAS 11/13/13 TAS Report Engineer of Record: Kevin P.Tyra, P.E. Report# Report Date: j SJ W 2013-246 12/17/13 SJ W 2013-231 12/03/13 SJ W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 SJ W 2014-032 04/22/14 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJ W 2014-072 06/27/14 SJ W 2014-080 07/03/14 TAS Report Engineer of Record: Robert H.Zeiders, P.E. 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No.173778 Pagd 3 of 4 I i 1; I yf BUILDING DROPS Date. 11/15/2017 =<_ A Perfect Solution in Every Drop! Report No: 4663.1 - Certificate of Authorization:29578 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155 Report#: ESP010982P Report Date:02/26/13 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50";into B. For concrete(Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where one by(1X), non-structural, wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. i C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. I Refer to Installation Instructions(A030871)for anchor spacing and more details of the installation requirements. i Design Pressure: MAX, OVERALL DESIGN PRESSURE(PSF) NOMINALSIZE MISSILE I CONFIGURATIONIMp,q(:T I INSWING OUTSWING RATING WIDTH HEIGHT POS. NEG. POS. NEG, X 3`-0" 6'-8" 65* 65 65" 65 LMI &SMI X 3'-0" 8'-0° 50x 5o 50" 50 LMI &SMI Hermes F. Nore,ro, P.E. Florida No. 73778 Page 4 of 4 I