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HomeMy WebLinkAboutProduct Approval i Fldrida Building Code Online I i iY� [ .... syr �"P i 1... '}�� * S` #ct <`"€.,11-All BCIS Home Log In User Registration ! Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map L nks Search Product Approval m fse, USER:Public User Product Anoroval Menu>Product or Application Search>Application List>Application History>Application Detail 1~ FL# FL16708-R9 tar Application Type Revision PP YP Code Version 2017 Application Status Approved /b f Comments Archived o REVIEWED FOR k CODE COMP IAY�1c�E . f' Product Manufacturer JELD-WEN ��++ Address/Phone/Email 3737 Lakeport BST. LUCIE COUNTY Klamath Falls,OR 97601 S®�/'� % (800) 535-3936 V fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com { S ; {, Technical Representative JELD-WEN Corporate Customer Service � Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 i[! (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative C®NT ®CTOCOPY har Address/Phone/Email �A =' Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 1; a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `pf6_ 1 ,• Evaluation Report- Hardcopy Received j l - €, Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 tl; 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 la l r - Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27,pd Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 1t TAS 203 1994 d � ;ala xi [ Equivalence of Product Standards http'ilwww.tioridabttilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGh3R4CIrCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PNI] I Florida I3uilding'Code Online Certified By Florida Licensed Professional Engineer or Architect r r FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 201.7-08 31.rid f Sections from the Code s : I in Product Approval Method Method 1 Option D I I Date Submitted 04/22/2019 Date Validated 04/22/2019 Date Pending FBC Approval 05/01/2019 Date Approved 06/18/2019 I Summary of ProductsLL FL# Model,Number or Name Description t ( 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 ,I (Fiberglass Inswing and Outswing t Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL16708 R9 II A010871A X OPQ SS 2017-02-09.Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 { ; Impact Resistant:Yes Created by Independent Third Party: Yes [ `I Design Pressure: N/A Evaluation Reports 1 Other: FL16708 R9 AF P R466 .1 Sa 2017-11-1 ZDdf Created by Independent Third Party: Yes (I 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 t and Outswin9 I a rs ILimits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010872A X 016-08- 6f Ddf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 I Impact Resistant:Yes Created by Independent Third Party: Yes ;1 Design Pressure: N/A Evaluation Reports t,. I P , Other FL16708 R9 E ER4438.1 SS 2 17-11-17. f • A P 0 Dd Created by Independent Third Party: Yes t 16708.3 C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 fl Fiberglass Inswing and Outswing Limits of Use Installation Instructions k. Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX OPO SS 2017-02-09 Ddf «� Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778' E Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 'I -- 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 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX GLZ SS 2016-08-216 pdfdf Approved for use outside HVHZ:Yes Verified By:Hermes F. Norero, P.E. 73778 j Impact Resistant:Yes Created by Independent Third Party: Yes 1t Design Pressure: N/A Evaluation Reports - ' Other: FL16708 R9 AE PFR4440.1 SS 2017-11-17- Created by Independent Third Party: Yes f 16708.5 E Design Pro Smooth Pro/Studio Single with sidelite s) (X,O/O,X/O,X,O Impact Opaque Door I Fiberglass9 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing F Limits of Use Installation Instructions r Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO OX OPO SS zu-L7-02-09.pdf € Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 r - Impact Resistant:Yes Created by Independent Third Party: Yes > Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4665.1 SS 2017-11-17.Zdf Created by Independent Third Party: Yes I litip:i/%v%viv.floridabuildin,.org/pr/pr app_dtl.aspx?paraiii=wGEVXQwtDqu8obl%2flZin6TudWOg6cFUI Gh 3 R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:38 Pfvl] I Florida Building Code Online 9 'j, 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,0/O,X/O,X,O)Impact Glazed Door 9- 0 z 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 20161-08 ZL4dfdf 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 kk Other: FL16708 R9 AE PER4442.1 SS 2017-11-17.n(If . i Created by Independent Third Party: Yes s , s it Double with t e 16708.7 Fiberglasssign Pro/Smooth Pro/Studio— Door 12-0 x 6-8landsl2 OXx08-O Inswing and)O tsw Impact Opaque ' ing — --- � 1; ' t =.. �_ Limits of Use Installation Instructions I" I Approved for use in HVHZ:Yes FL16708 R9 II A010877A OXXO. OXX OPO SS 20!17-02- f i Approved for use outside HVHZ:Yes 09.Ddf Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R9 AE PER4666.1 55 2017-11-77.[Ldf Created by Independent Third Party: Yes � I 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/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 EL16708 R9 II A010878A OXXO OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 26.pdf ! f Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 .a Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R9 AE PER4444.1 SS 2037-11-17.cdf Created by Independent Third Party: Yes t 01a Contact Us::2601 Blair Stone Road.Tallahassee R 32399 Phone:850-487-1824 +F The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement Refund Statement 1 !�? t Under Florida law,email addresses are public records.If you do not want our e-mail address released in response to a public-records request,d n r .. Y Y P o of send electronic P q , E f , i . 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 '?F 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 here. + Product Approval Accepts: 3 IRIA' ' 7 S i I e, * , Credit Card Safe 1 I I I I htipcJwww.flori(labuilding.org/pr/pr_app_dtl.asps?paratn=wGEVXQwtDqu8obl%2BZm6TudWOg6cFUIGh3R4CIxCUXCdC%2fAhQew%2f6Q%3d%3d[7/9/20194:02:38 PNI] 398 E.Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 - } Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.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). Respectfully submitted, �����a►► p Y O 7 - T T j 141 = O P • <v C S/ONAL E�G�t`� Digitally signed by Hermes F.Norero,P.E. i t t 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 i I I ` , I BUILDING DROPS 398 E.Dania Bead . Blvd Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 f Certificate of Authorization:29578 954.399.8478 PH 954.744.41 38 FX contact@buildingdro'ps.com August 24,2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls, OR 97601 I This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 5" Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. 'I I The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by the 6th 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 of the 6" Edition Florida Building Code. I Respectfully submitted, 7� Q/ * •. T T t : gyp. i T•• o i N�' �. ��� SS..• •••�G i /p • E ♦♦♦�Digitally signed by Hermes F.Norero,o,P.E. �������N� ��♦��♦ Reason:I am approving this document Date:2017.08.31 09:51:27-04'00' Hermes Norero, P.E. Florida Registered Professional Engineer#73778 Certification of Independence: 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 this report is being issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). i Page 1 of 1 I I PREPARED BY: JELDrWEN,p BUILDING DROPS,INC. WINDOWS FY, DOORS 199 E.DANIA BEACH BLVD.SIL]3B DANIA BEACH,FL))BM 138 PN 195AH99 M)s W EB:www.bml4inga,Opsmm DESIGN PRO/SMOOTH PRO/STUDIO 37 1/2"MAX_ o IMPACT APPROVED —D.A.WIDTH W F2 J � Z'S f— Tomo FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/z"MAX. 5 o o Imo-„z 21' O.A.WIDTHz:1 LLI_j '!"N s a ® 4 0 O Q g a V IZ-a Ln w mea GENERAL NOTES: zZ I ® \ �� O� x 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ] p a Q p BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: F \ = s z q w Z • TAS 201-94 - • TAS 202-94 min l7 Rz`w 2 gJll a W a • TAS 203.94W s 5 S pQ m Q e 6 O W Q Lu K f L.1 w O U 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING AS A MAIN WIND FORCE i;m z n. N RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z z 9 a p ACTIVE 3?a 5 ACTIVE _ }u FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3-¢ s H=3 p 5 0 ~5 W- INSTALLATION. 3 O s = D O? F 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. Add ADA.uII,MWl1PD1nT lock GL 06/23%14 L - p 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ) A s e l a 9 RESISTANCE. ] 4 s s 8 9 4 4 4 4 4 4 4 4 4 4 4 4 4A 4 S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 1 TYP.ELEVATION 1 TYP•ELEVATION 2 cuM EN umwcowwx DOORS ARE QUALIFIED. 1 s•J•C!!!lceT r. BOOaxEGHI t�GSNAL xm eE P[D•p0K DIN Wxq£Oa PMT VIAN]bUtvlY Ex[DHSFxwGIMMING. OP5.ING TM HH6D, IMEN�e woEHE• OGS m INR ODCUMEM 411E NDTDFgMERrD IND 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PSE. III " REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OHI RATIO=OH LENGTH_OH HEIGHT IS 2 1.0 NOTE: * 7_ *' DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •O J98F DDS pBFBlV06yTJ4 TABLE OF CONTENTS rePE RaT.OF AUTH.—HONND.l951• SHEET REVISION SHEET DESCRIPTION igitally signed by Hermes F.Norem,P.E. Dason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2D)7.02.0.9715:24:09-05'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CH MAX.OVERALL DESIGN PRESSURE GLfTJM SK.BY: SS/MSS 4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS 6 A WOOD SUBSTRATES WIDTH HEIGHT POS. I NEG. RATING DWG.n:A010871A 7 A CONCRETE SUBSTRATES X 3'-0• 6'-8" 65• 65 65• 65 LMI&SMI SHEET: OF 8 --— 8—_--_ - ---A----- — ' --- _COMPONENTS.&.BILLOF MATERIALS=__- __ __ ._ -- _-50_ -SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1 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 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 198 BUILDING BEACH 8OP ITC.,INC.1318 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. Dann D[ncn,I C., PH:195n1399-8478 3. EA%:195417447M MINIMUM EMBEDMENTMRICKVENEER, EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 371/2"MAX. WEe.+wr.e"aal"Ea.DP+.� STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. O W o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR (x F MANUFACTURER'S INSTALLATION IMSTRUCTIONS. Q m 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® O O Z a LL v JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ;� I 4 j Q SHELL OF BLOCK. O g Oi I`__ mid 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. I— i O x 0 g� g7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE to = m J O FOLLOWING PROPERTIES: ,�In A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z D'� = E! = C�•J 0 W' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH3z" z Z vL U OF 2000 P51 AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 �3a a a z 0 PSI. o Z C; vWwi p � Q D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 P51. / a. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR H LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. i 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY1 DATE- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. AddADAsRI,MGItI-1D1n11.." 13 6/23/14 A2 A2 ANCHOR TABLE PNCHODR LAYOUT HMO 1, 0"DOORS ' ANDSNAHND..BEPA...IN AN-OR PARTt LYI]HOui WNIrtFN—ND... eMUANG DADPS.m ro—I..NriN A-OENFA MANtIHGS i01H1500CUMENi M[NDt P[eMD]ED AND ANCHOR MIN. MIN.EDGE I`S`a ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE ��$F Q SPACING AT PACING AT JAMBS JAMBS �� ••, i NOTE: `!v .• .p �� Z O 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. :••Y%• •• WOOD SCREW R10 OR FRAMING 1-1/2° 3/4" 17.1/2" 17-1/4" - 7 °. ITW TAPCON 3/16" CONCRETE/CMU 1-1/4• 2-1/2" 17-1/2" 17-1/4" '.,hoc'' ....OP•G\��; ELCO ULTflACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17.1/2" 17.1/4" 1.1/4"-CMU 7 A CON 3 1 CONCRETE CMU 3• 4° /� � 8 1/ 1" 10" 14-3/8" ]9A'DAsL,�e sees cEAr.a AurxoAlz•iwN xo:9n4 DA B2 Ilk 2"119%21/2"PFH SCREWS DATE: 02.05.14 DETAIL D2 PFH SCREWS PFH TYP.HOPPE ZZ 23 DWG. Y: CHK. Y: PFH SCREWS MULTI-POINT SHOOT BOLT GL TJM SS/MSS • PLATE LOCATION hF SCALE: NTS DETAIL 82 (RH PLATE SHOWN) AO1O871A IYP.HOPPE D2 DWG.N: MULTI-POINT SH007 BOLT 1-BOTTOM SHOOT BOLT PLATE SHEET: OF B PLATE LOCATION HOPPE#2098911 n SILL SECTION VIEW AHEAD SECTION VIEW - -- -- 2 - - INSWINGSHOWNOLrt3WING51488AA INSWING SHOWN ODIBWINGSIMIIM SEE oE]UL el SFF DEEAIL D] PREPARED BY: BUILDING DROPS,INC. )9a E.DAN IA BEACH BM.,SIE.33B 41/2"TYP. 41/2"TYP. DANIA BEACH,f133003 PH:1954H99Ba)B 11/2"OFFSET Y FAX 19S41744.4739 Ma:r"w puxbngboo3rom m O on T, m oO UU77 aamN SL230 SL130,LEFT SL130,RIGHT SL230,B'0" SL130,9'0" Z j Q 5 a s ii CL m W O a Q Z Z� a- Z- 0 p Z F- W tD t- D_U D: O p Q t F REMARKS BY DATE nTVP.ANCHOR LAYOUT 9L220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT $L600 Add ADA sill,Multi on to k Gl 06/23/14 `j�PRONAl1M kUCt D3CON[R[TE/MA90NAY QUALIFIED SKIN PATTERNS Add qualified Skin Patterns LS 12/21/16 .250±.010 xl ANDSHAt-IBUIN ON11 CEDINwNOLF ORFMr 092+010 vnrtHDu—AC coxstxl DFxuu A—— .092+01() uxuFs,wc. -.ODs .Abxt.AO 13AZRTAII-HT49wDxD A ,030±.010 vuuwesro3HlsaoDcuMCHFANt uotxxAettmAxD 11/4"MIN.EMBED TYP. I I ,SSSS��S F• 0' 'di �TYP.GROOVE DIMENSIONS N SEE TABLE 3 •��• 7•.O Li SA lo NTT w 2X BUCK ANCHOR TABLE ��O•••:9( P;'(V�: w c • `2%WOOD BUCK I 2%WOOD BUCK INSTALL. MIN.EDGE MIN.CENTER 6'8"DOORS 810"DOORS ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBST 39BoD t t TA?3a RATE MIN' DIST.TO TO[ENTER t SRE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. FOK-OFADIHOARpIOtINO.3B938 �2X WOOD BUCK INSTALL. �ZX WOOD BUCK INSTALL. SPACINGAT SPACINGAT IAMBS JAMBS j caau sErnox j vDEwaw ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ELCOULTRACON 1/4" CDNCRETE/CMU 1-3/B'-CONE. 1' M1" 25" 30-114" DATE: 02.05.14 1-1/4"-CMu DWG. Y: CHK. Y: NOTES: GG TJM SS�MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL IL 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. SCALE: NTS q:DWG. A010871A SHEET: OF 8 --- —-- ------- -- PREPARED BY: BUILDING DROPS,INC. l98 f.OA DAIA EAC EI BLYD..STE.. JJ8 M:iA 5.FJ998R 6 •\\\ I O EAR 195tl1119<)J. WFB wxN.Duilyn80.NDticux 11 11 INTERIOR EXTERIOR EXTERIOR / INTERIOR p $ 4 INTERIOR EXTERIOR ti p m - 5 /" •�6 L ap -j mea OQ w "x 1Q OPERABLE HEAD 3�OPERABLE SILL OPERABLE SILL `n �i � �a a 4 OUTSWING SHOWN-INSWING SIMILAR4 INSWING (� OUTSWING aa� ENDURAZAIL4565F AFCO 1-2297 Z lJ w= p F- O >W w; JI-NTERIOR EXTERIOR ' INTERIOR 7 REMARKS BY DATEINTERIOR EXTERIOR EXTERIOR Add ADA sill.Multi-Paint Lxk 6L 6/23/14 10 ; I 6 OTeE REPROgK[D:N'DMDFF W MDRFN[DNS[Nl0 IDN4 OROPSx C ITF�EFDNS ADAngxJ,x4 OPERABLE ADA SILL n OPERABLE SILL rT� OPERABLE SILL MARMNGSi ��nooNMEHE R ro1P[AMIED.ND 4 INSWING/OITTSWING INSWING 4 OUISWING �� SES F• O 7i ENDURA HCI500D AFCO A-276/P-2000 OPTIONAL AFCO H-497 �G.• �O �* 7 *: :SOT•'�• L OP;.�2�`` 11 11 k91Q'4o �5° �G J9BE PFp(1{ylis �Jtl 9 �oP[URI.DnuiHpDlAnox w.MVR INTERIOR EXTERIOR 8 IMERIOR EXTERIOR '/ ' oDATE: 02.05.14 DWG. Y: CHK. Y: GUTJM SS MSS 4 OPERABLE SILL OPERABLE SILL SCALE: NTS OUTSWING 4 OUTSWING DWG.#:A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8 PREPARED BY: f HINGE SCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC. PLACE 119%2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY —LOAN—EAC.DLV0.W.13R OANIA BEACH.LL 31004 6-8" 3 PH:1954H994NT4 ® `'\ fAR19541TtR JTJB 4 WEBuRiv.Eu�l4vTgNRR O m 1 H W F c T 1819 1 ��� \ �� Z3 °Q� �� 11 INFERIOR INTERIOR \\ / / O Q to Q ^ a u 1-N9 X 2-1/2"PHILLIPS ¢ Q \ _ FLATHEAD WOOD SCREW Z \ a_ 0 Z' 3-N9X3/4-PHILLIPS N W� E%TEAIOR � FLATHEAD WOODSCREWS cr w O EXTERIOR` O = 4-N9 PHILLIPS FLATHEAD WOOD SCREWS - 17 USE 3/4"LENGTH FOR V-8"DOORS USE 1"LENGTH FOR 8'-0'DOORS ej LOCK JAMB r3'� HINGE JAMB 1- 5 OUTSWING SHOWN-INSWING SIMILAR lv OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA dll,Multi-Paint lack GL 06/23/14 9-#9 X 13/4'PFH 13-88 X 13/8"PFH(6'-8"UNITS) 3-118%2"PFH 8-09%2 1/2°PFH W/HARDWARE 15-08 X 13/8°PFH(8'-0"UNITS) x. a NL x x v x area xmc W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) W/STRIKE HARDWARE COMESW/HARDWARE AI=Al2x9T er nevcoouaoiNwnaLaavwT 1-M PL STRIKE PLATE wxnwi wxi iex roxsLxT OP LURmxc RRamsNwc. 4-MPL STRIKE PLATES s.1TOT AoaT..`EW"wwxnxr nR LR 4-p8 X 13/8"PFH Luw�ws ro r+a OOCULnLNJ AA:NOT vRmlrrt9 ANo 20 21 1-REINFORCEMENT PLATE T HOPPE H2512296 `eS F. EXTERIOR �.• EXTERIOR •y\r.„ :O NTAT 7 I % o� :9C bP- _' INTERIOR c IR o '�s�"I'•........•'�G\```\ INTEflIOR i�� ftup[A� `%\ J,R o�fa� �f�AR`��R IBPI C[AT.OF AUTNOROA110h NO.T95TR 11 11 ROCKWELL MULTI-POINT LOCK JAMB rS-� HOPPE MULTI-POINT LOCK JAMB r6-�HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: GUTJM SS/MSS SCALE: NTS DWG.u:A010871A- - - SHEET: 0 F 8 PREPARED BY: 2X WOOD BUCK y\ w BUILDING DROPS,INC. MIN. _ Z O w199f..DANM BEAEH BL'ID,STC.3lg EDGE OANBEACH.FL B3O0.1 SEE TABLE DIST. IAHEET 2 Elm ��% WOOD ANCHOR 0111—.11A w¢ SEE TABLE ON SHEET 2 E � WEB.ww buldngdropupm' SILICONE WW 2X WOOD BUCK / Q m 3 N z� \ / ti \p n°�mm Lu s2X WOOD BUCK Co i +W.00DANCHOR � MAX. =CL < gFa `.— SHIM O CL � T a SEE TABLE ON SHEET 2 MIN.EMBED. O Q ~ " SEE TABLE SHEET H Q ra X11 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL a o z z 0 w° 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUENDUTSWING SHOWN-INSWING SIMILAR 6 INSWINANCHOR REQUIRED 0 ?' ENDURA ZAIL4565F 0 ?) I[? SILICONE W v'l SILICONE SILICONE !_ F 2X WOOD BUCK 2X WO00 BUCK REMARKS BYJ DATE Add ADAslll.Multi-Point Loh GL 2T23 2X WOOD BUCK AND s".0 rvol°E--o i" DA vAmµ WITHOUT WRNCEN CONLENC DF BURIN°oRORS.1- 4 OPERABLE SILL � OPERABLE SILL OPERABLE SILL "`""°�°°'"°"'"�"" ""`°"°'"`" MALTEXI MISOD—S.MARCNOTRCRAUC[EDAND CION. c OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED V Q 6 OUTSWING ANCHOR REQUIRED AFCO 1-2297 AFCO A-276/P-2000 AFCO H-097 0 �.Z` 'IV�j•• •7 �O i a . TAT, qF eOf 110�'•'9t_I SDP:•=�u: SILICONE SILICONE SILICONE 19B ot�CL�MM1IIB- AN ` routs DFAmu°m3AnoNND.»vg 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y: OPERABLE SILL _ [� OPERABLE SILL 1MOPERABLE ADA SILL SILL GL TJM I SSj Mss \j OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURAZOOL4565F ENDURA HC15000 CRAIG.a:A01O871A SHEET: OF 8 -- OPTIONALLY,ANCHOR CAMBE PLACEDAN NARROW F SECTION OF HEAD OR IAMB AS LONG AS MINIMUM - — - - -_-- ----- -- - -- —--- --- -- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: MIN. 1%WOOD BUCK I DIST. r (OPTIONAL( SEE TABLE SHEET GN 4 BUILDING DROPS,INC. EDGE 1� J98 E.>M1NM BE"[H3LY0,A )JB I OaN)N BEACN,FL 330M CONCRETE ANCHOR ji-I ICONE L'- 1954099 Pa)R SEE TABLE ON SHEET 2 vM1xa9sap.11.dne 'WEB.—b,Idmxd,,p— AB CONCRETE/ w MASONRY % O r BY OTHERS % 4 CONCRETE/ O o$N a N + a, % / MASONRY BY OTHERS lx WOOD BUCKVia• % 0 O w o ;m (OPTIONAL( Crj F— W LL v^ — 0.25.. dO Q c�.=i1SHIMCL CONCRETE ANCHOR A. N SEE TABLE ON SHEET CONCRETE/MASONRY BY OTHERS CO MIN.EMBED. U SEE TA13LE SHEET 2 H HEAD (TYPICAL) CL Z JAMB (TYPICAL) OPERABLE SILLCc LLJ ' cc Z OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED U tl- ENDURAZAIL4565FO CJ U SILICONE ai T� SILICONE SILICONE t d a REMARKS BY DATE 4 4 O 4 •Q d 4 G 4 4 Add ADA sill,M,AL P,i,t Lmk GL 06/23/14 -7 a. a CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS u v axD1x"LLNOTBExF—T0FB iN—G OB""BL WIIHnui WRlr A-,' IMNG°P°v1.ixG OPERABLE SILL OPERABLE SILL OPERABLE SILL ""H°"`"m'n° "� "n"`°`°r"` wunuBs r°mss p°CU)alxr aBE xvr PExxanE>ax° OUTSWING-NOANCHORREQUIRED INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED �5� " $F. 1" AFCO J-2297 AFCO A-276/P-200D AFCO H-497 � o� �.��i SILICONE SILICONE SILICONE .t�• �Rl .• v a1. "1&f �f D d 4 °t unNLnlwTON w1.m)B Q CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 8 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: CHK. Y: AFCO A-117 ENDURA ZOOL4565F ENOURA HC15000 ADA GL1TJM SS�MSS SCALE: NTS DWG.it:A010871A - SHEET: OF 8 _OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD ORIAMB AS LONG AS MINIMUM —-- ------- - --- — ------- - ----- EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEMP DESCRIPTION MATERIAL W1 SILL SHOOT BOLT PLATE 02098911 FINGER-JOINTED PINE Q+ SOLID PINE ® BUILDING DROPS,INC. J98 E.OnNIA BEACH BL'/D..STE.3:8 1 FRAME HEAD/JAMBSLAMINATEDVENEER OO DANIn L BEACH.E IM BH:I95dI394 LUMBER O EAx:195JPJdJAB COMPOSITE WED:w.v bun°gOmplsan 2 (NOT USED) _ 3 (NOT USED) 4 Q o n 3° o LW 4 ENDURA ZAIL4565F THRESHOLD - ®: h � 5 AFCO 1-2297 THRESHOLD - E.... C) < x LL 6 AFCD A-276/P-2000 THRESHOLD - Ir O m 7 AFCO H-497 THRESHOLD - ° ° O O�Q J m 4 B AFCO A-117 THRESHOLD - °O®O ® U m y 9 ENDURA ZORL4565F THRESHOLD - ^^ D O° HANDLE + Z z:30 ENDURA HC15000 ADATHRESHOLD O ieo O ° _ HEIGHT O N W 11 WEATHERSTRIP URETHANE FOAM& c - 0 „ POLYETHYLENE ° o W Z O 0 Po O LJ 12 NUN-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE m" ° Z - m HANDLE 0 z 13 (NOT USED) _ FIEIGHT O. - 14 (NOT USED) - Oo O °i o° r 0 15 X10 WOOD INSTALLATION SCREW W/l 1J2"MIN.EMBEDMENT STEEL ° ° o O F V 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL Add ADA sill,Multl•PolnE Luck GL a6/3.1/14 18 KWIKSET LOCK SERI ES 400 STEEL ® n8 N 19 KWIKSET DEADBOLT SERIES 780 STEEL - 20 ROCKWELL MULTI-POINT TONGUE LATCH X 732287686.8 UNIT C nxoixui:or Ri xlvxoolcFDwwxoii oR vnai ROCKWELL MULTI-POINT TONGUE LATCH X732287808-0 UNIT STEEL m iivn uninom*oxs.w�m�L�rrwB oaoEil�e ,m„ 1 11.63" MAPrIxG5 ED D1i5 D0(UMENI ARE NOT PEXMITIFDOND 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL .`` F 22 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE LH X ® ````,8784091 STEEL ` 0 ES .!o•�� , 23 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH X6783923 STEEL ` :O ® 7 O.' .�* T .9C O OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 ZZ HEAD SHOOT BOLT PLATE(LH) VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD THRESHOLD L I 7 //////// /// O EevE CERE.o�unxncDAnnu Ho.ERsle ©gid 4.563" 4.56" I 5.62' I 4.57" I F 1.75 DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4S65F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GLjTJM SS'MSS THRESHOLD THRESHOLD SCALE: NTS -- I - DWG.ft: Ani nR71 A--- - e I ® SHEET: OF 8 � H ©-�- --- --- -—---- _---___ 4.62' I-I 4.56' I c 1.75" 8 I BUILDING DROPS 398 East Dania Beacf�Blvd. Sui a 338 s` Dania Beach, FU33004 A Perfect Solution in Every Drop! 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com 'I t-:)diuLa Evaluation Report 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 Reporl. No� 4663.1 Current Florida Building Code Method: 1— D (Engineering Evaluation) 'I Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'4"(Nominal) 3'-0"X 8'-0"(Nominal) i Prepared For: 10arn74f2 Fa-115, OR. 97603. ``������,. • .�'Q���i� Prepared by: _ S ��-��• 'AO 7 tirmes, F. ±�arero-, P= E Florida Professional Engineer#73778 Date: 11/15/2017 �O 9 P,�• �v�` C O Di Contents: '����C`S�''••.,....•i�'' G� `� Evaluation Report Pages 1-4 "-,/.S�ONA1-��0%��` Digitally signed by Hermes F.Norero,P.E. H2rme5�F ���11� O, P.E . Reason:I am approving this document Florida NOf 73778 Date:2017.11.17 10:34:29-05'00' i i i BUILDING DROPS ` Date: 11/15/2017 A Perfect Solution in Every Drop! Report No: 46i 3.1 Certificate of Authorization:29578 I 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) i 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)for JELD-WEN!inc. based on Method id of the Florida Department of Business and Professional Regulation-Florida Building Commission. I 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. Norero, P.E. Florida No.!73778 Page 2 of 4 i I, BUILDING DROPS 017 2 A Perfect Solution in Every Drop! � Date. 11/15/Report No: 4663.1 � _- Certificate of Authorization:29578 I 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 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 NCTL-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 W2013-131-TAS 07/02/13 SJW2013-206-TAS 11/13/13 TAS Report Engineer of Record: Kevin P.Tyra, P.E. Report# Report Date: SJ W 2013-246 12/17/13 SJ W 2013-231 12/03/13 SJ W 2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 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. I 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) l Hermes F. Norero, P.E. Florida No!73778 Page 3 of 4 i BUILDING DROPS Date: 11/15/2017 A Perfect Solution in Every Drop! 11 Report No: 4663.1 Certificate of Authorization:29578 3. Component Material Testing of Dylite Expandable Polystyrene by t Intertek Testing Services NA,Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date:03/13/09 i 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: i Through Frame Installation: j 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'i 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 X"Elco Ultracon type concrete screw anchors of sufficient length to achieve mi imum embedment of 1.25" into concrete or masonry. I C. For concrete (Min.fc=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 hof 1.25" into concrete or masonry. i Refer to Installation Instructions(A010871)for anchor spacing and more details of the installation requirements. i Design Pressure: j MAX.OVERALL DESIGN PRESSURE(PSF) j NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS, NEG. POS, NEG. I X 3'-0" 6-8" 65- 65 65- 55 LMI &SMI I X 3'-0" 8'-0" 50" 50 S0" 50 LMI&SMI Hermes F. Norero, P.E, Florida Nol. 73778 Page 4 of 4 i I