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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of j ;� � „--'k� a, a�. �r i� { �,�"1�� � b x e+,.y� ,ec 'k gra •s,.x ��- �"� In `hrire'i;?mss •"m}a ro SCIS Home Log In ; User Registration Ho[Topics ?Submit Surcharge Stats&Facts Publications FBC Staff € BCIS Site Map Links Search Busines ait'&SER:rral roduct Approval Professi Public User Ret,: 'Ji on Product Approval Menu>Product or Apolication Search>Application List>Application Detail FL# FL16708-R4 INIApplication Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Hermes F. Norero,P.E. developed the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Locke Bowden J Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R4 COI C01 JW SS 2015-04-27.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl°/D2f Zm6... 7/13/2015 Florida Building Code Online Page'2 of 3 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 ;Summary of Products FL# Model,Number or Name Description 16708.1 Design Pro/Smooth Pro 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 R4 II A010871A.pdf 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 R4 AE PER3480.pdf Created by Independent Third Party: Yes 16708.2 Design Pro/Smooth Pro Single(X)Impact Glazed 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 R4 lI A010872A.Ddf 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 R4 AE PER3481.pdf Created by Independent Third Party: Yes 16708.3 :�]Design Pro/Smooth Pro Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8- i Fiberglass 10 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010873A.Ddf 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 R4 AE PER3482.pdf Created by Independent Third Party: Yes 16708.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 V6708.4 Design Pro ::11Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010874A.pdf 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 R4 AE PER3483.pdf Created by Independent Third Party: Yes 16708.5 :::]Design Pro/Smooth Pro ISIngle with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Fiberglass IlDoor 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 R4 II A010875A.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R4 AE PER3484.pdf Created by Independent Third Party: Yes 16708.6 Design Pro/Smooth Pro Single with sidelite(s) (X,0/O,X/O,X,O)Impact Glazed Fiberglass IDoor 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 R4 II A010876A.Ddf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 7/13/2015 Florida Building Code Online Page 3 of 3 Other: II Creat d by independent Third Party: Yes FL1670,9 R4 AE PER3485.pdf i 16708.7 Design Pro/Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Fiberglass Opaque Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and ��Outswlng Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010877A.Ddf 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 R4 AE PER3486.pdf Created by Independent Third Party: Yes 16708:8 Design Pro/Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Fiberglass 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 R4 II A010878A.pcf 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 R4 AE PER3487.pdf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a RM securitvm:;rnn:N http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 7/13/2015 PREPARED BY: JKI�WWEN BUILDING DROPS,INC.O W S &. DOORS 39aE.MAREaDIDLVa..9TE.33a 371/211 MAX. oaNIa UEJLIIM PH:a93I399-9011 O.A.WIDTHrysapa9.m3a wEa:rwn.kmWin3a,DPscPm DESIGN PRO/SMOOTH PRO FULL LITE371,2"MAX. 9 a IMPACT APPROVED 6 O.A.WIDTH J LU N o FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 a a o w z o m m 6 3 xaK ~x 3 2 5 Z p Q Z Z m a LL GENERAL NOTES: in LL99 < In w 5 0�a Q W x N w 1 Z In= U hQ I- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA " w s 6 m s 9 ACTIVE a p cL BUILDING CODE(FOC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: m a 6 Z a 4 W Z F-I� TAS 201-94 z 6 ACTIVE 3 z s z Z _jQ TAS 202-94 202-94 Z- s O a d O x b w TAS 203-94 j N 0 s s = O Z CTx W Q w z _Q / Oo 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY o ASONRY OR 2X FRAMING AS A MAIN WIND FORCE / a RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE tLn o a` FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF OC W� INSTALLATION. a id 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L LA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED a a 5 6 7 e 9 3 a 5 6 7 e s MARKS BY DATEHEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a a a a a a a a a a a aAOA sill,MP Lack,Radius Lt. GLI06/23/141 DOCUMENT. �11 TYP.ELEVATION 1 n TYP.ELEVATION 2 1 a'd•a00x NIIGNT 1 C-0.000x NFIGM 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR - RESISTANCE. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. aN0 Sxxll NOTaI RPIDDULIDIN Wxali m PMT VATxOUI WGTrtN(ONSLNTDi aN101N0 mOP;INC. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN anunoN;�DDnox;NiwucNnxc.momsn wnoxcsToixrsoocuulxrau xm n3wmoxxD GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. INNx11W Duan Hnnox \tlTlllll/Zp�' 7 REMAINING SIL S NOT RATED FOR WATER INH-497 SILL MEETS WATER FILTRATION.NF AU HORITY HAVING UR SDICTION R QUIRES THAT \\\\\_pF.s F. 0 PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 ,r �'�Sr � 0 NOTE: ^/ DOORS SHOWN ABOVE MAY BE LEFT 7 •;' OR RIGHT HAND OPERATING DOORS. * - v . T/�T 5 Q �0 i��p4w76rt.33�\\\ TABLEOF CONTENTS EBPf(E9T:6pRl�ygyytl,ane Igitally signed by Hermes F.Norem,RE SHEET REVISION SHEET DESCRIPTION eason:l am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.07.06095639-0/41'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14 DESIGN PRESSURE(PSF) 3 - OPTIONAL ZX BUCK ANCHORING DETAILS NOMINALSIZE MISSILE DWG. Y: CHK. Y: CONFIGURATION INSWING OUTSWING IMPACT GL,TJM SS MSS 4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING 5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG. SCALE: NTS 6 A GLAZING DETAILS X T-0• 6'-8• 65 65 65 65 LMI&SMI DWG.a:A010872A 7 A WOODSUBSTRATES %RADIUS 3'-0" 6'-8' 65 6S 65 65 LMI&SMI SHEET: OF9 8 A CONCRETE SUBSTRATES X 3'-D" 8'-0' 50 50 50 50 LMI&SMI A 9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. \ 1 INSTALLATION NOTES: PREPARED BY: 1. ONE(I)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE I/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.UNM REACH BWO.,STE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. INNW eEacx.EL33Da8 371/2"MAX. DN:199a13998a)8 3. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH wee:FM:(9S417"7 e wvw,Huilainaa,4os[9m STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TY Vf 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 "TYP. w e OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR Q d n•.a MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z m oU. M n S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARa ujm JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE cc Q a a"sha SHELL OF BLOCK. Z C (Al5 x tia � �aLL 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK p m g CONCRETE/MASONRY CONSTRUCTION, Ms" M, U >_ ^Nx a a �a 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m ad O Z FOLLOWING PROPERTIES: F-le A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ZZ� x 9 x 2, = VWD B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. n—d C Q („) � C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH lj s�'is CI w p l++ W Z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O z x¢ In v: O Q L PSI. JQ D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U W s OF 2000 PSI. S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR a F LOCATIONS,EDGE EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM d AOA sill,MP Lack Radius Lt. GL 6/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2 1 P.ANCHOR LAYOUT 2 ANCHORTABLE IM U ANa SHAH HOTBI[EF[aDU[ED iN WIIOLI aFFmT 6'8"DOORS 8'0"DOORS v.11..Mmamxuxro)BM1MND oaors,Wc. oME Nt4H I N-92all01MN MMMNG31a THl3oaCUMFM W NDT FTaMiiiEa ANa ANCHOR MIN. MIN.EDGE l"vuoin ouBrTRnNunoN. ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE SPACING AT SPACING AT ```31\LllIIJJ JIII' JAMBS JAMBS �� _n�s F. NOTE: `� NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. ZX WOOD BUCK 1G ••�•�O WOOD SCREW 810 1-1/2° 3/4' 17-1/2" 17-1/4' OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17.1/4" * 7 '•. TaT 14, 1-3/8'-CONC. ' O •".q� Op;.:•�� 1° 17-1/2" 17-1/4' ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4°-[MU ��j xLn1¢ai.4esMb Cj� ��� `` ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" V. 10" 14-3/8" e��ppy�N1 iBFf CERT.OI4y�glYl 11MEA,]95]e B2 2-49 X21/2'PFH SCREWS DETAILD2 25 26 DATE: 02.05.14 2.49 X 2 1/2"PFH TYP.HOPPE PFH SCREWS DWG. Y: MULTI-PRINT LOCATION BOLT G CYTJ M SS mss PLATE LOCATION DETAIL B2 (RH PLATE SHOWN) SCALE: NTS TVP.HOPPE 1-BOTTOM SHOOT D2 - DWG•n:AO10872A MULTI-POINT SHOOT BOLT BOLT PLATE , PLATE LOCATION HOPPE 02098911 SHEET: 0,9j F9 SILL SECTION VIEW HEAD SECTION VIEW z INSWING SHOWNOIRSWING sa— z INSWWD9HOWNOIIT—GSLMILAR sEE aETAII DI SEE DETAIL @ PREPARED BY: BUILDING DROPS,INC. 390 E.UNI aum BLVD.,STE.339 UIINIA BEACH,FL33UBE PIL•19SCD99-BOTB 19501]616)39 4 1/2"TYP. 41/2"NP. y WEB:www.bWlEin6tlraPscmn 1 1/Y'OFFSET F, ti W m m e UF Om . ud 0 a y m o a0 U � SLL� m tt.a Fa- a OQ mud ms O C] FN U N UP x w oa aZ a Z Q Q io H U e Q o ap F P1 REMARKS BY DATE d ADA x111,NIP Lock,Radius Lt. GL06/=3/14 i TYP.ANCHOR LAYOUT PDONLLEK BUCK IN CONCRETE/MASONRY 1NI5 9 OWINUTd MUOU[IO INWNOIEGRPYT ..SS WRNOUT WNTTEN[ONSFMOf BWtUWG DKDPS.INC. Y10NS.60UIRUNy MWNUGMRRIOR OTNEK ONBSTOTNIS OOCUN[M 6W TR NIOMIO 1Mum6tt ouRaKn i—ou 11/4"MIN.EMBED TYP. ```g11111111 flffff F. �. SEE TABLE 2X BUCK ANCHOR TABLE ; i ti wo O `r •� �.Q p G 6'8°DOORS 8'0"DOORS ~.* �L"�; *r z i ANCHOR MIN. MIN.EDGE MIN.CENTER = -O T T }- = ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISI.TO TO CENTER Q SUBSTRATE DISTANCE MAX.O.C. MAX.D.C. �O•,/9� ( /OP �L/ SPACING AT SPACINGAT Q'f2'I o JAMBS JAMBS \_ 2X WOOD BUCK INSTALL. µ,�",,1p�',-°�;" 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE E. lVt'.E�� ITW TAPCON 1/4" CONCRETE/CMU 1-1/4• 2-1/2" 4° 25" 30-1/4• FaPE�E4��pp �g4�.T9s3e ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8°-CONC. 1° 4" 2S" 30.1/4• DBU 3 2X WOOD BUCK INSTALL. 4 2X WOOCK INSTALL. 1-1/4•-CMU CPDSSEFCTION SIDE VIEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: GL/TJM SS MSS 1. 2%BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTSA 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:/�A010872A SHEET: 0"'1 F 9 3 PREPARED BY: �I BUILDING DROPS,INC. 390 F.DANA BMM KW.SFE.333 DANIA BEAM,Ft 3300[ PH:(95d13992 70 FAx:(9541944a934 W E0:Xrww.build inedmpamm `\•�\ 11 11 t INTERIOR EXTERIOR EXTERIOR INTERIOR � 4OINTERIOR EXTERIOR a o m S O W Ln aym� Oy ca mgaLL Q N 3e 1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a a� Q 4 OUTSWINGSHOWN-INSWING SIMILAR4 INSWING (� OUTSWING z U o ENDURAZAIL456SF AFCO J-2297ix ❑W > > iii••••••III Wi 11 �, REMARKS BYj DATE EXTERIOR ' INTERIOR dd ADA sill,MP Lock,Radius Lt. GL 06/23/14 INTERIOR EXTERIORINTERIOR EXTERIOR 106 �. x DP F 1P N AX33HAll NOTBF IIFIBDDUQDM WNDIF DAPAPf 1xDU34VNTi[X[DNSFER DF FNlDIX3 D30F;iX[. ALT[141TDN;ADPIiDH;NxFMUGNIING,DII O[xI3 YYDHGSTD1N4000U53FM[API NOFDFA30TiIDANO OPERABLE ADA SILL � OPERABLE SILL 7 OPERABLE SILL N.03ATFDYB CFBTBGTDx. 5 INSWING -— OUTSWING \` 111lllllp/j�' 4 INSWING/OUTSWING 4 4 OES F. O ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 TT la:� �O 11 �i TC�••3wg1. 9 iOPi C[RFIQi .1 '!9331 INTERIOR EXTERIOR B INTERIOR EXTERIOR DATE: 02.05.14 o DWG. Y: CHK. Y: TTT GLrTJM SS/MSS g OPERABLE SILL g OPERABLE SILL SCALE: NTS DWG.#:A010872A 4 OUTSWING 4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 PREPARED BY: HINGE SCHEDULE HINGE DETAIL AT IAMB: niDOOR HEIGHT QUANTITY PLACE 49 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. 6'-8" 3 398 F.BAND llf( UW.,53E.338 BMNU BEAN,FL33BW B'D" 4 \ PN:19911398-8418 FMX:19541F41d338 WEB:wwA"IWing4mpacpn 1 \ 1819 1 \� 2 / U I,2Onm �� 11 O W •� 0 INTERIOR INTERIOR F'a w Q mag '� 1-09 X 2-1/2"PHILLIPS O Q 1n w In Y FLATHEAD WOOD SCREW U e= in \' \' 3-#9X3/4'PHILLIPS a Z ^o FLATHEAD WOOD SCREWS EXTERIOR EXTERIOR O ia, O W' 4-#9 PHILLIPS FLATHEAD WOOD SCREWS W � 17 USE 3/4°LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS a 1� LOCK JAMB � HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR F REMARKS BY1 DATE %dd ADA sill,MP Lack,Radlus Lt. GI.06/23/14 13-#8X13/8'PFH(6'-8"UNITS) 9-#9X13/4"PFH 3•#8X2"PFH W/HARDWARE W/STRIKE HARDWARE 19•#8 X 13/8"PFH( UNITS) 8-#9X21/2"PFH COMESW HARDWARE / x uus u n apl o W/STRIKE HARDWARE (6'-8°&8'-0"UNITS) 1-MPL STRIKE PLATE ,winaiuui4v`miNam�i CONFSlM 91n10�N�`GaGPY�. 4-MPL STRIKE PLATES 4-118 X 13/8"PFH anwmpxs M4pnBN5x uclaiNa,ma9Nsa nwnxasrB3xupacurlNrus NmPIMr4m1BMNa 20 21 1-REINFORCEMENT 2912 HOPPE96 � o iNv"aaMn wa aAnnunpN o `` '111111111///'' EXTERIOR EXTERIOR o %, ��S F. O * 7 .' O - :./ i4j . INTERIOR o IMEfl10R i O,�•., (O QP,�_<[/ EadRf�aPalAd' SdgFi`EAIJ 141E "1ym p��rran�a.F9t�4 11 11 4 ROCKWELL MULTI-POINT LOCK JAMB 05 HOPPE MULTI-POINT LOCK JAMB ©HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY: CHI SK.BY: SCALE: NTS DWG.N:A010872A SHEET: OF 9 5 PREPARED BY: BUILDING DROPS,INC. 398E oaxu NBFDAHU1ACN It I3303mSFE.338 . - ALII,t 34 PH:195113998478 FM:19541744A73g MLU wru.bulldingdmDacom lu -o �n m K m D a ap w u.a„N 1"MAX. 1"MAX. 1°MA%. Lt I— g 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE1/2a Q F. s LL 1"MA%. "AIRSPACE x g a Cl 2 UINTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR DO m Y INTERIOR EXTERIOR v,5¢ m 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS p 4 N z k,+ 0.090"SOLUTIA PVB INTERLAYER Z E" 0.090"SOLUTIA PVB INTERLAYER i m 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER C Do TEMPERED GLASS f —1/8"TEMPERED GLASS �� 2/8-TEMPERED GLASS ? BY DUPONT 2 0 Go DOW 1199 SILICONEIco_ fm 1/8.TEMPERED GLASS 0 m \ m Go DOW 995 SILICONE DOW 995 SILICONE C i DOW 995 SILICONE DOW 995 SILICONE 22 22 23 24 F RED[-SEAL REDI-SEAL DOW 995 SILICONE DOW1199SILICONE REMARKS BY DATE j:)6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL dADA slII,MP Lock,Radius LL Gl 6/23,14 6 20 1/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS 621/2"MAIL.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-6S PSF ONLY i oBWDINJB' _ s WW_N CDWNTOF BUILDING OPO IN U. 4_l • NNGMING,Dg-11. MMUNSTOTHI5DOCUMFMMIRDA I Nv4"o4no aLFmNlnnox ```IIII11111//�/,' S��SES F. o4MnaP11GX81V %%` v avF all��: gMy'1LPV 1.l•JfpMVs�%. NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.1 A BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. Y: CHK. V: AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN GL/ M SK. mss BY: ABOVE. SCALE: NTS DWG.#:A010872A SHEET: OF 9 6 PREPARED BY 2X WOOD BUCK Z FF BUILDING DROPS,INC. W 398 E.MNM BMN SM.STE.3M N S DANIABEA HJL33004 MIN. z—p m PH:195413994478 EDGE DIST. w m %% WOOD ANCHOR FAx:lss41744 N SEE TABLE SHEET 2 w SEE TABLE ON SHEET 2 wE&vnw,.k4nd44aaP.c4m SILICONE w uu % Z w v=i 2X WOOD BUCK O a m m �N % C� Ln Mraam TT!2E� tt3_ 0.25" a =z MAX. 2X WOOD BUCK ¢DANCHOR SHIM U N '^x SEE TABLE ON SHEET 2 MIN.EMBED. h Q ED SEE TABLE SHEET 2 0- In 1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL z g w' 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED H o . ENDURA ZAIL4565F 0 7 p a� SILICONE W: nJ' SILICONE SILICONE F~—, REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK dd ADAslll,MP Lock,Radius Lt. GL 6/23/14 2X WOOD BUCK u Ro 4R 'X1,VIO SNMI HOTeF RFMOOY[FOix M4OR E4R1 rAD ro NSmHl Balmxc BRor ER 4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL `R'na�"BaT'DHxx'BxxBx„N`.BRmR`R MMMNG9TOlXi500CBMFMM[Nm PEP WITFO4N0 MV400 OOR CFRTriUnON. 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ```y\\11111!1 AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 � c,F, O ;4.' oll: �O� '�fra�r.PwE.o'' F SILICONE a SILICONE SILICONE ,` a P.4.Naw.w9J3 —� t�4� raEF CF rR�"a1�yp�PY�y�pyY��7sne 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y g OPERABLE SILL 9 OPERABLE SILL _ 1 OPERABLE ADA SILL GL1TJM I SS/MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 DWG.q:A010872A SHEET: OF9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: /Z MIN. N lxw000eucK BUILDING DROPS,INC. (OPTIONAL) SILICONE See P.DAxwevAa elw.,srL.11e EDGE DIST. � ;,.• DRxu pLAa,nleDoa AM SEE TABLE SHEET 2 H i •e':• Px:1-139980)9 Z o I^ eAs:lRSRpaaa219 CONCRETE ANCHOR Q WLp:www.bWldulpempicpm n w F %% SEE TABLE ON SHEET 2 w •.•"'•' R MASONRY/ % m m N e +•'•• % CONCRETE/ j Fpm N BY OTHERS • i % � Ly MASONRY q • % BY OTHERS Lu a iX WOOD BUCK (OPTIONAL) .> 0.25° O C n n LL MAX. O¢ Ln m " age SHIM CONCRETE ANCHOR \Q N SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS O a Lu MIN.EMBED. C H• SEE TABLE SHEET d W 1 HEAD (TYPICAL) 2 . JAMB (TYPICAL) 3 OPERABLE SILL u w' 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING-NO ANCHOR REQUIRED p Q ; ENDURA ZAILAS65F LJ a. SILICONE F SILICONE SILICONE L REMARKS BY1 DATE dd ADA,111,MP Lack,Radius Lt. GL 06/23/14 [4. d• d Q d d CONCRETE/ CONCRE]E/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS "I,WDvlut Nor es RLCRooucso lx wxcti onv"ui WIlH0U1 VMITIEN CDNSiNT ai eDILDIxD ORORR,Ix[. uL NMTIONL,ROOITIONe,XIGMIIGNTINO,OR OTNIR I Gf MTNIS OaLUNLNTCRL Naf PLRMITfLDAND W VAtIWIL DUR(LRTI{KR¶aN. 4 OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL OUTSWING-NOANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NOANCHOR REQUIRED �����fGS F• ��i� AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 `����•��'••• 7,,,,•�/��O�� TT •W SILICONE O••/9� P•�•/C/ SILICONE SILICONE iii SCC eaR.EpinaPPxe' G\=��� P.. AplAtF;iYl3 \�4 d d •Q d d .Q d d ievsuIggtt �4 .rpne .Q d CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 g OPERABLE SILL 9 OPERABLE SILLOPERABLE SILL DWG. Y: CHK. Y: 8 OUTSWING-NOANCHOR REQUIRED 8 OUTSWING-NOANCHORREQUIRED $ OUTSWING/INSWING-NO ANCHOR REQUIRED GC/fJM SS/MSS AFCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 ADA SCALE: NTS DWG.s:A010872A SHEET: OF9 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM O EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. o _ PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE 398 E.aANM BEACH BLVD,STE.338 1 FRAME HEAD/JAMBS LAMINATED VENEER °APH:(SM)ES-8478 LUMBER EA%:(ss4l2aaA23e O \ WEB:wwrv.bulWNg4rapf.cpm COMPOSITE 2 (NOT USED) g (NOT USED) Lu a m n 4 ENDURA ZAIL4S65FTHRESHOLD - O Lu a or O ~ 5 AFCO J-2297 THRESHOLD - Q C 6 AFCO A-276/P-2000 THRESHOLD - o y 0gn, 7 AFCO H-497 THRESHOLD O O®00 @° Q --I age 8 AFCO A-117 THRESHOLD - 0 - ¢tj m 9 ENDURA ZOBL4565F THRESHOLD - O Oo ^^ HANDLE O \O z C Q Wp 10 ENDURA HCI5000 ADATHRESHOLD - me O o HEIGHT 4. O m mo w0 2 URETHANE FOAM& O o w Q O 11 WEATHERSTRIPPOLYETHYLENE 1O o C En H T O ACDO w Y4�t 12 NON-COMPRESSION SHIM(0.25" COMPOSITE m O i' Z e HANDLE 0 C) 13 (NOT USED) - HEIGHT uw{ 14 (NOT USED) - CZD e�'U F O 15 #30 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL O G F U 0 O m 4° REMARKS BY DATE 36 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 00o3 dd ADA sill,MP Lack,RBdWS Lt. GL 06/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEELIm 4 19 KWIKSET DEADBOLT SERIES 780 STEEL 1' OE xc amca ° 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT STEEL _ e axp sxutnm BE cemapuceBixsvxau ag EAcc ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT m vAcx°uswunencaxssxtacewtPixa Peacsixc. B 063". aLTFRaxONS,aOalTiaxs,N�GN�GHTiNG.ag Oixfg Nucaxasta9xispocuEsemace x�EuwmoaxP 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL mvauaan:axcacnx iax 22 ODL LITE KIT(LMI) 6063-T6 ALUMINUM O ® _ ♦♦♦♦,`ej F'.LFIOt7j�j� i 23 FLUSH GLAZING LEG FIBERGLASS 24 ODL LIPLITE KIT(RADIUS LITES) PC ABS 25 HOPPE MULI•POINT HEAD SHOOT BOLT PLATE LH 718764091 STEEL O 000 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH N8783923 STEEL '79" --F 1.fi5" c 0 xM s6{4Yxga \♦♦� OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE(LH) '4gy�E`ls° ♦♦ 1 VARIES,SEE BOM AT LEFT 4 THRESHOLD THRESHOLD THRESHOLD cgvcud /. ipMYble9scB -I����� }'' DATE: 02.05.14 1'---4.563" t4.56" i—�S.62"—�{ _ 4.57 --{ 1.75,E DWG. Y: CHK. Y: OAFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL,TJM SS MSS 7 8 9 THRESHOLD 10 THRESHOLD 26 SCALE: NTS DWG.#:A010872A SHEET: OF 9 I 4.58"tn 1.75• 9 �—4.62" I I--4.56"--�L o 398 East 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 contact@buiIdingdrops.com Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 3481 Current Florida Building Code Method: 1 —D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved 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: ��1,,, i✓�.��,.-W N5 ine. ���SES F' O ��i 37, 7 Lakeport Blvd. �.` Q- .,.••... � Klamath �aUs, . 9760 Z i �O 7 r Prepared by: - * • c Hernk es F. €Dram, R'%E, Florida Professional Engineer#73778 O� OP'•• ��.� Date: 04/01/2015 "� S "' .••�G\�``` Contents: �rr,�ION'` Evaluation Report Pages 1—5 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2015.04.0211:57:05-04'00' BUILDING DROPS 1/2015 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 344811 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval(1)(d) Product Name: Design Pro/Smooth Pro Full Lite Impact Approved 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)for JELD-WEN inc. based on Method 1d 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 A010872,signed and sealer#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). 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 Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010872 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010872 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 015 Report No:o: 34 34811 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of window 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: SJW2013-194-TAS w/addendum 06/10/14 SJ W 2013-208-TAS 11/13/13 SJ W2013-230 11/26/13 SJW2013-231 12/03/13 NCTL-210-3924-01 12/18/13 SJ W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 N CTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 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 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJW2014-072 06/27/14 SJW2014-080 07/03/14 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/09 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Ever Drop Date: 04/01/2015 Every P Report Noo:: 3 34481 Certificate of Authorization:29578 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10 ASTM D638-10 ASTM D1929-12,ASTM D2843-10,ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D635-06 3) ASTM D638-03 4) ASTM D1929-96(2000)e01 5) ASTM D2843=99(2004)e01 6) ASTM G155-05a After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero,P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3481 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 the wood substrate. 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. C. For concrete (Min.f =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. Refer to Installation Instructions(A010872)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF)- NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RACING POS. NEG. POS. NEG. X 3'-0" 6'-8" 65* 65 65* 65 LINA&SMI X 3-41 86•0" SO" 50 so* SQ LMI&SMI Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5