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WS-18-463 Psrr»iPetmalstatus:t No. =1 -APPRC��D 3 Miami Shores Village Pwmit Type:,Villadows/ShutterS 10050 N.E.2nd Avenue NE Wank %as .,Door,Replacement Miami Shores,FL 33138-0000 'it " Phone: (305)795-2204 a CORIOp' Issue.Date:,3/6/2018. Expiration: 09/02/2018 Project Address Parcel Number Applicant 9342 NE 9 Avenue 1132060020050 Miami Shores, FL Block: Lot: FRANCES PEAKE Owner Information Address Phone Cell FRANCES PEAKE 9342 NE 9 AVE MIAMI SHORES FL 33138-2904 Contractor(s) Phone Cell Phone Valuation: $ 1,600.00 SLUYTER CONSTRUCTION (970)379-9730 Total Sq Feet: 0 Type of Work:REPLACE FRONT DOOR WITH IMPACT DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACE FRONT DOOR WITH IMPACT DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-2-18-66540 DBPR Fee $2.00 03/06/2018 Credit Card $76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 02/22/2018 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I crtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anof zohina. ut re,I autho the above-named contractor to do the work stated. March 06, 2018 on Sig re:Own Applicant / Contractor / Agent Date Building Departm nt Copy March 06, 2018 1 L Miami Shores Village RECEI14ED Building Department FEB 201e 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �J Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 V FBC 201 BUILDING Master Permit No._y PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:)CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9342 NE 9th Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-002-0050 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: .FFE: OWNER:Name(Fee Simple Titleholder):Frances M Peake Phone#:305-318-8994 Address:9342 NE 9th Ave City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: frances@proctorandpeake.com CONTRACTOR:Company Name: Sluyter Construction Phone#:q 2 d Address: 237 NE 102 ST City. Miami Shores State: FL Zip: 33138 Qualifier Name: Greg Sluyter Phone#: 970-379-9730 State Certification or Registration#: CRC1331188 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$1,600 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ N w Q Repair/Re lace ❑ Demolition front exterior door Description of Work: Replace l+( C - C)in Specify color of color thru tile: . . A Submittal Fee$ '' SG Gr �Permitfee$- I I �� CCF$ 1 Zy CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Lp (Revised02/24/2014) • J Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State, Zip r .. r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S'AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE-TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING-TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.' 'IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACT ,j Th foregoing instrumen1tt was acknowledged before me this The foregoing instrument was acknowledged,before me this day of l ( 20 by day of.. V 20 by L who i ersonally kno to ho i ersonall I me or who has produced as me or whha produce as identification and who did take an oath. identification'and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: t Sign: - Sign' Print: Print: CLARISSA A,RODRIGUEZ IL �, Seal: :. CLARISSA A.RODRIGUEZ Seal MY COMMISSION GG 041316 MY COMMISSION#GG 041376tXPIRES:December 30.2020 -._ EXPIRES:December 30,`2020 Bonded This Notary Pubk Underwriters Bonded Thru Notary Public Underwriters sss***s*ss*s******ssess+e'**ssss *sss* ***sssss**ssssss*****ss*s* ss *s*ssss***s* APPROVED BY 3 ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r s OREs Miami Shores Village Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 yrEsti�$°y� Tel: (305) 795.2204 LO,RIpA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the -permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing:The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier) wner Si ature Date Print me 2/22/2018 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER t Summary Report Generated On:2/22/2018 Property Information (•.k ,^amu,. •K Folio: 11-3206-002-0050 Property Address: 9342 NE 9 AVE Miami Shores,FL 33138-2904 Owner FRANCES M PEAKE ., Mailing Address 9342 NE 9 AVE MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ •_ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths/Half 2/11/0 Floors 1 Living Units 1 rs Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,995 Sq.Ft Lot Size 9,150 Sq.Ft Taxable Value Information Year Built 1939 2017 2016 2015 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $101,782 $98,661 $97,628 Land Value $247,029 $255,878 $278,737 School Board Building Value $141,141 $141,411 $141,679 Exemption Value $25,000 $25,000 $25,000 XF Value ®$710 $716 $631 Taxable Value $126,782 $123,661 $122,628 Market Value $388,880 $398,005 $421,047 City Assessed Value $151,782 $148,661 $147,628 Exemption Value $50,000 $50,000 $50,000 Taxable Value $101,782 $98,661 $97,628 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment mm Cap Reduction $237,098 $249,344 $273,419 Taxable Value $101,782. $98,661 1 $97,628 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 09/02/2015 $200,000 29763-4616 Affiliated parties Board,City,Regional). 09/01/1992 $94,500 15651-2798 Sales which are qualified Short Legal Description PL OF 1ST ADD TO MARILYN HGTS PB 41-60 LOT 5 LOT SIZE 75.000 X 122 OR 15651-2798 0992 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: V tB CFS Engineering Group, Inc. Structural Engineers RECEIVED MAR 0 6 2018 �l --L1 Peake Residence Front Door Replacement 9342 N E 9t" Ave n u e Miami Shores, FL 7 '1 CFS Project Number 18004.00 Design Wind Pressure Calculations Prepared by ��\�� CFS Engineering Group, Inc. .�''�'�Q �c s�S, Structural Engineers I CA#30725 .• G, . ' No1 00 Owl Z31krN Ftor% 33168 = * t .. ... *-:355420.6455 . E of1-1 a a,,�`. .•. ':' ,febaary 28'20J8. ..i,,F`s` o 11I/ Jill ', . . .. . . . . . . Carlos F. Sanz, PE ••' ' ' ' ' "' ' PE-51500 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CFS Engineering Group, Inc. Structural Engineers Peake Residence Front Door Replacement Design Criteria Codes • Florida Building Code 6t" Edition (2017), including HVHZ provisions • ASCE 7-10 Minimum Design Loads for Buildings and Other Structures Wind Loads • Based on ASCE 7-10 and FBC 2017 HVHZ • Exposure: C • Basic Wind Speed: 175 mph • Risk Category: II • Enclosed Building • Mean Roof Height: 12'-0" .. ... . . . . . .. See following pages for de§bdojir�d rrpXurps spreadsheet and MecaWind run. . . . • . . . . .. ... .. . . . .. ... . . . . . . . . . . . . . 4, . . .. . . . . . . . . .. . 00 . . . .. . ... ... . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Peake Residence -Front Door Replacement Velocity Pressures ASCE 7-10 Exposure C Floor Elev Kz Kh Kzt Kd V qz qh (ft) (mph) (psf) (psf) Gable Roof 12.00 0.85 0.85 1.00 0.85 175 56.64 56.64 G 0.00 0.85 0.85 1.00 0.85 175 56.64 56.64 Components and Cladding Wind Pressures on Exterior Doors and Windows Bldg. Height h <= 60' Figure 30.4-1 Door Tributary qh GCp + GCp - GCpi + Pressure - Pressure Location Area (sf) (psf) Zone 4 Zone 5 Zone 5 (psf) (psf) Front 20.00 56.64 0.95 -1.05 -1.29 0.18 63.8 -83.5 Notes: Values given above are ultimate design pressures Multiply by 0.6 to convert to service design pressures Door Service Pressures Location Positive Negative (psf) (psf) Front 38.3 -50.1 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . L ' ' MecaWind Pro v2 . 2 . 7 . 7 per ASCE 7-10 Developed by lisCA Enterprises, Inc. Copyright con Date 2/27/2018 Project No 18004.00 Company Name CFS Engineering Group, Inc. Designed by C.F.Sanz Address 1.85 NW 108th Street Description Peake Residence Front Door Re City Miami Shores Customer Name Frances Peake State FL Proj Location Miami Shares, FL Fi.Lr. L:..::.-ic,t:: C .'L-��=:. ,..a.i.1 .... ,1) r';i' Sr iGr::un',I ect .1.,'J':4 tt- - Fi>>•,-.es Peak e. Ras':ccnc' ::r"ot. Pool ce'ren*"'Ca i;: ' .�c:ert, _ Do-r,, Rej!l< c.ir.:,r,,. ..,rcy _ - ..i.nc,l e.:.-ice: F Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zq = 900.00 It At = GAI Bt = L.00 Am = 0.15 Bm = O.GS Cc = 0.20 .1. = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 3 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof fit = 10.54 ft Type of Roof = GABLED RHt: Ridge fit = 13.29 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge - 43.10 ft Bldg Width Across Ridge= 42.30 ft Gust Factor Calculations Gust Factor Catego I R.icri.d Structures - Simnlifi.cd M,cthoc Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust. F_'actcr Category II. Rigid Ftructu.res - Complete Analysis Zm: 0.5*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.157 = 0.23 Lzm: 1*(Zm/33)^Epsi-lon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.53))^G.5 = 0.92 Gust2: 0.925*((L+1.7 ]zm'3.4'Q)/(l+:L.7'3.4'lzm)) = 0.89 Gust FacT..c;2: 7umrr.ary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) ' Roof not f a t I M ` : 1 2 2: 1 -^ A, A:, L l 1 E l l 6V 5 Ea.ttsAl Gabte Roof p <0 _45 -I.l. nrf-..,sur�.-. .a:...wn ar_e h fI ut 71--1-,;'1 L �:�gn��y_l-: l.ao. F .--t.or. 00000 •• • • • •• Width of Pressure Coefficient Zone "a" _ = 4.23 ft Description Width Gran Area Zofte Max* Mite Max P Min P • fl- t • • • • ft•• • ft fY^4 • • GCa• P• Psf psf ------------------------- ---•?---AL--a-0-JL-a--OL--•---*--a---------------- Front Door 6.�7 ♦.00 iG.O 0.QGr1.19 53.79 -83.35 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00255*V^2*Khcc*Kht*Fil•9 • • • • ••• • • = 55.57 psf Wind pres4ire¢ abcgvE:%e strerMta *sign values. To corjW:6 s14vit•V•valGes�uftQply by 0.6. Front Door: +38.24 psf/-50.01 sf s FEB 21 2016 iA el 0 is Li Rip . t • • • .. ... .. .. .. . .. ... • . . .. . . . . AP ZONING DEPT j BLDG DEPT # a' TC7COMP1-4ANCE VViTH ALL FEDERAL AND RF_OMATIONS r'� ;fiKI F AND COI IbWy RI1tLt•- off THERMAITRU, Benchmark. Doors '''''�� *1111••`,`` �iS�2 WOOD EDGE $ GLAZED FIBERGLASS SINGLE DOORFRAME WIDTH � N L: INSWING/OUTSWING ( IN i6 61 N GENERAL NOTES "IMPAcrr, 1. This product evaluation drawing hos been developed in compliance with the 61h Editlon(2017)Florido Buildmg " Code(FBC)Inchndkug the•High Velocity Hurricane Zone'(HVHZI. $ Z Product anchors shall be as Fisted and spaced as shown on details.Anchor embedment to base material shall be Q i 9z beyond wall dressing or stucco. m w� 3. When used in the'HVHr this product compres with Section 1626 of the FOC and does not requtre an impact 0— resistant —resistant covering. 8 4. When used in areas outside of the'HVHr requiring wind borne debris protoction,this product complies with FBC u Sections 1607.1.2 6 R301.2.1.2 on d does not require an Impact resistant covering.This product meek mildis level a 'D-and kmcksdes Wind Zone 4 as defined in ASTM E 1996 and FBC Settlors 1609.1.2.2 6 8301.2.12.1. a n S. For 2z stud trondnp construction,anchOrlrg of tlsaso units shot be the some as that Shwas for 2z buck mnosavy, Y construction. 6. Slte conditions that deviate from the details of this drawing rec uxe Further ergkoering analysis by o iconsed engineer or registered architect. ^ 7. This product meets the water irsfiilotion requirements for the 14VHr. S. Oufsvhrg configurations using Coastal SN(item 119)&Composite SD(Hem 116)under active doors meet water - inpbalion toqukerrrenh for"rwr.Al other configurations;do not meet the woterksHtration requirements for the a `HVHr and shall be IrWo9ed a*In ron•hobltable areas or of habitable locatiom protected by an overhang or ^ canopy such that the angle between the edge of canopy or Overhang to sill Is less than 45 degrees. 19 TABLE Of CONTENTS SHWO DESCRUIM ^ 5 1 ns.Deslan Prossures 6 General Was •• ••• • • • ••• • 2 poor Parxl 0etalh 4 8 Cross Sections •• • • •�DESI.N 1RESSURE(PSq 3 Elevations DESIGN PRESSURE ZPS� ^2 lu rl 5 tdBV t CONfIGUb1110F! • � CK • ! SWING OUTSWING DATE.04/28/15 i 6 to&vertcdCross ovewto •• • • • • ZSRME NEGAIiVE POSITIVE NEGATIVE 6 verticalwu.r. N.T.S. 8 S Ftamo AnC o+c.n: JK • 1Y 7 1 i x latch i DeadboM +67.0 -67.0 +67.0 •67.0 9 Hardware Dellis 10 GlaftDefoEs See•SheMi 464orNapdwere 'eciAcoliom • ark V. LfS e • • • • • xww+o 1Q.: 12 so of Materfoob • • • • • •• • FL-73459.5 n • • • • • • • • • Stn_i OF " d ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' � * G1 EXTERIOR 4.1' Af HINGE STILE F (EN INTERIOR LOCK STILE rl-'\HORIZONTAL CROSS SEC71ON OIRV T DIA.WAX. 1.105, EXTERIOR Qr PANEL REINFORCEMENT HINGE STILE 3 i" LOCK ISTILE 10.023*thick Steel) 28.86%OPEN NT AREA MAX. (ENGINEERED WOODI low IHK.) HORIZONTAL CROSS SECTION (ENGINERED WOOD) N8 X 2..7 PFH WS(TYP.0 EACH DOOR CORNER) TOP RAIL 35.813*MAX DOOR 36Z'MAX.DOOR 3SjBIT MAX.DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH FOAM CORE 1.9 PCF MINJ Ln INTERIOR DMMR INTERIOR EXTERIOR In cd cd 9 a x x e J STEEL REINFORCEMENT FIBERGLASS SKIN DAW 2 BOTTOM RAIL W!of: JK m E C4 C4 OaD. °°° . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • . . . • • .• . 111 fill o 0 41 • • • • • • • • ` ............. 4 5 6 6 • ••• • • • • •• • // ••••• ••• \\ II It ilk yE �a8@W 4 md6 0 r2 Ir —45/ b 6 X B O —4 S b 6 SEE HARDWARE HARDWARE TABLE Lj CHARiMANUFACTURER MODEL Ya g KNOB: F51 "� W ESCHUIGE DEADBOLT: 660 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES(960) g 7 7 7 ELEVATION X N e o z in N•� WWS _ b n O F IS u i _ n n O u_ • , ? arc 04128115 L D14:�^ N.1JK m Benchmark Door Panel Options CFS Panel options shown are for Vistration and are reWesentodve only DRUM Pazn Inky opoqua panel confipwoiions are allowed) FL—t J459.5 n oKIT x . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • . D • • • • E �� v a * 7t}b{J[v►' a '•tib • • • • �'� • �/�• '..... .-• '•�\\ i�'+ • •�• a 6 1 2 m EXTERIOR - INTERIOR �g �x N 1 VERTICAL CROSS SECTION EMB.(nP•) W� s �� E 4 Shown w!2X Buck E w 0 N� B Outswinp shown(tnswkp sirl9ar) otn � C d � g mvi Q x� a U 0.15"C-MK g n InPI O.IS Pi 9 6 6 D ci z MEMOR wTERIOR m a a. .v o cr n 1 l\l✓J '_Q t 23 24 3 �_� 40 41 42 40 41 42 27 a EMB. nr.j L 1 2 1.11,0 MIN. art:of 2t3 15 a EJfTER10R EXTERIOR EMB.PP.) srxn N.T.S. ° 5 2 HORIZOMAL CROSS SECTION JK m 4 own w tg"k _HORIZOMAL CROSS SECTION a..w t F 5 4�vIS o w.wc w_ a putsvdng shown(Unvving sfmlar) Outsxing shown(WwAirp-&NJ FL-73459.5 0 o ;; 4it12 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • • • • • • • • •• • • ```111111111/ /' • ••• ••• ••• w•• • Q.• o •• • • • •• •l'• •• \�Zfon • • —i•__�_ IX Buck to be secured t0•• • masonry by others r_ J a 40 41 42 g;>? EXTERIOR INTERIOR x $ 1 VfRTiCAL CROSSSEf 'y ► �7 T 5 $hown w/I X sub-buck ootswime sho m(Inswingl z �G E C E _ N� G Il 1 2 C s 6 6 R G INTEPJOR WTERM G u � e .v KIWI i =4 23 24 � 40 41 42 40 41 42 21 A o a ^z u I.1/1 MIN. 29 1 1.1/4-MW, DAM 04128 i5 i FMB.M?.) EXTERIOR EXTERIOR EMB.(IYP.j d 2 scut; N.T.S. No nn: A m' 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cmc or: t.FS S outswing ft-(Inswing sknW) S Outswinwp sta n R- w4q skrnkv) °PaFL—1 1 n FL— 0 sHcn cr 2 „ a . . ... . . . ... .. .. . . . .. .. . • . . . . . . . . .. . . • ••• ••• ••• ••• • 0 rnr�� l •�' v1 E 1s E I "a o .. . . . . . ... .. fit E § u 40 41 42 10 41 42 S? m no' E%TFRIORrt EXrMR M R1O �� i a z F 1 VERTICAL CROSS SECTION �r4 VERTICAL CROSS SECTION a 9 6 OulWft ork w%49116 tomb OutsrAng� y "9/16 jomb � o DIRECT TO MASONRY MAX.DESIGN PRESSURE: J �� W/STANDARD STRIKE=t 55 PSF7 t w/SECURITY STRIKE= t 65 PSF m gi S I a ve C 1 1 C C i 1 C h a 40 41 42 { R M ` MITMR tr_ __ I • 7 N 40 41 42 M q �q M A 1.v['MN 8 H M.ISP► ' q E exTEtyoa E E _ z EMB.(M.) M ) arc 04128115 0 Em.fryp' $CALL, N.T.S. r 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS S90QN 3 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION owa JK 6 Strown Died to Maso^1Y 6 Sham Direct to 6 Shown Died to Mawrdy 6 StwMm Dkect to MosorvY �F, : VS Outswinq only w/4.9/16 loft Outsticg only w/4M 9/16 jomb Out+wi^8 0*w/6-9/16 jamb Ou�^9 only wl 6.9/16 pmb ,.: 73459.56 -1 G . . ... . . . ... .. .. • . . .. .. . . . . . . . . . . . • • • w • • • • • ``ssNtl►q► �! 151Item M's 32 38 t:39 aro attached to Combs w/WI iib X 2-I/2 pth screen a(3)2S'}ta Ral.s afeach or •• •• i • • �`��` *• '��i ••• ••• ••• • ��`'t:' �i� a 2.UH em N's 16.17.18 d 19 are attached to lambs w/121 M8 X 2.1/2'plh screws at ooch nd• ••• S.• ey n 3.SAI Item#15 is attached to brnbs ug*g(2)R I0 X 7'pph SNS screws at each end. 1► —Zro f • • • • • • • • �� .��,' INT�R�OR • • • • �EXI RIOOR •• ',,j��ii it E $Z0 i! 40 41 42 A 4 \j � en 2€ r �d M 32 38 39 i SEE NOTE 1 E 3d A i • Wc� 3 �N �1 VER11CA1 CROSS SECTION 7,j InswkV SI 4 % umm EXTERIOR INTERIOR EXTERIOR70_ - INTERIOR a 40 41 42 16 17 18 19 40 41 42 f z 7 10 - 5 ib � - � SEE NOTE 2\ E d \ SEE NOTE 3 E g • -- • , • J 2 "z a 04/28/15 _°z 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SEC17ON v"`• N.7.s. ° z �Oulswiry Sal �' wa.sr JK E 7 Puts6c Access 58 aw.at LFSoRwm No' ; n FL-13459.5 0 sw--rot . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • •• • • ��Lnnurr y a+n T p • •• • :.o(3=1lr4x2jq (3)08x2.1)2'• i��'•. �� ' 00 • ••'"• ,�• • •WARE • PFH WS ��i •• ��` p •• JAI& {�,,+.IkTtL • ••• ••' JAMB TO HEAD DETAIL ��rNfl l•1{I •�`,`` Sao, (TYP•( ci V L SZ o C L 2x BUCK y HEAD S JAMBS 4 J IX BUCK _ N (TYP'( to BUCK M DIRECT TO a u M MASONRY I m FRAME HEAD 6 JAMBS a (nP.) m 2 U ^° $t L u o z 2X BUCK ANCHORING FRAME ANCHORING Z 2 mM 04/28/15 i x! wit: N.T.S. ° JK m pu.tn Lf5 3 wwwc FL-13459.5 e a 5 4C1 or 12 N . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... • • • • • • • • • IS[ ice`. . \`F{pIl 29 • °•• • • • • •° • �' 2X BUCK • • • • • ••• • o SEE HIGE 1X BUCK G — °• • • • • • ••• •• DETAIL MASONRY M ~ 26 \ y! E Q a36 DIRECT 10 "u � 2xB UCK14;K IXBUCKDIRECT TO 27 � MASONRY LATCH A DEADSOLT DETAILKvAImt Z) a st V1 O SEE LATCH y 2X BUCK L a DEADBOLT =� p, DETAIL IX BUCK G 8 G 22 b a DIRECT TO MASONRY M SUB STRIKE PLATE a z x o 22 2 I STIUKEJAINB ^ 2X BUCK 25 Latch and DeodbDlt JAML R IXBUCK G 8 0 y DIRECT TOM 27 MASONRY — L 2x BUCK tATCHtDEADAOLTVFWL �\ 29 G IXBUCK g Schbge M DIRECT TO LATCH K DEADROLT STRIKE DETAILS MAsoNRr ^�, DIRECT TO DeadboN Strikee Piste) M _ MASONRY 24 -. 23 3 WE-04 28^15 � DEADBOLTSTRIKE DETAILS HWW DETAIL sc�L* N.T.S. 2 (Security Deodbolt Strike Plate) °"a sl` Jx ° aa.n: LFS °wnw w0: rc 8 FL-134059.5 c oatr_9 a 12 EXTERIOR CELLULAR _ -Ill GLASS SITE ti. _z n GLAZING TAPE I"THK.GLASS 7 �'• r =AI U8'1EMPEREDGLASS _ '��,��'�'_......... `�.� 1� N I 1/2AIRSPACE 4q�lrU rIUU '�% Rmx 5/32'ANNEALED GLASS a g v DOW 995 - 0090'PVB INTERLAYER INTERNAL GRID,GBG) WROUGHT IRON INSERT OR )SAREX OR KURARAY BUTACITE) s; d ' SIKA$52 v 1/8'ANNEALED GLASS •10X1-1/2"PPHSMS 3A 3 b� INTER SWIGGLEGLA2WGSPACER I a ! � C(//G''' GIAlJNG DETAIL 7 IUle Ff me Dm Panels a 9tlefses 2 g v PRIVACY INSERT DECORATIVE INSERT = s d -�{ 2OW DID. a I WIDTH 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS - a a YY U � I � d #10X1-I/TPPHSMS a i e SA AL iRAMF --I i • •• • • • • ••• • i °u tit the Prome (TYP,I • • • • • • • • • Door Panels 6 Sklekes M •• ••• •• • • • •• DOE-04 28 T 5 i SCALL, N.T.S. ALUANNUM UTE FRAME owG.M. JK o cm err LFS 3 • • DKWM No; • • • • • • •• •• • • FC-73459.5 0 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^ � e BILL OF MATERIALS BILL OF MATERIALS `````,��1111TILL Ir!6. ITEM• USCRIMN MATER/AI REM I OES N"X)N MATERIAL �` • ....... A l X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7 PFH WOOD SCREW STEEL 8 2X BUCK(SG>=0.42) WOOD 26 #8 x Sir PFH WOOD SCREW STEEL =U: �' � C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL V, }sn D 1/4'X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL 28 OEADBOLT STRIKE PLATE(STANDARD) STEEL %,,�'•.•, �. E CONCRETE MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL �.�`� R o' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 288 DEADBOLT STRIKE PLATE(SECURITY) STEEL rrIIII 111` N o G 13/16"X 3-Ile ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP rX ,d L #)0 X 2-1/T PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 38 INSWING THRESHOLD ALUM/COMP h o m e M 3/16"X2-1/4"ITWCONCRETE SCRE'W STEEL 39 INSWING THRESHOLD ALUM/COMP o= " N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) LJCP 1 JAMB(FINGER JOINT PINE) WOOD 41 DOORPANEL(HYBRID) 2 JAMB(FINGER JOINT PINE) WOOD 42 DOOR PANEL(U 1) 6 WEATHERSTRIP(MEDIUM REACH) FOAM + 7 WEATHERSTRIP(LONG REACH) FOAM 8 SWEEP VINYL 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 5 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 15 PUBLIC ACCESS THRESHOLD ALUM ° 16 OUTSWING THRESHOLD ALUM/COMP I o m 17 OUTSWING THRESHOLD ALUM/COMP 9 18 OUTSWING THRESHOLD ALUM/COMP 19— OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4"PFH WOOD SCREW STEEL 23 #10x 3/4"PFH WOOD SCREW STEEL 24 1#10 x 1"PFH WOOD SCREW STEEL N CONCRETE ANCHOR NOTES: o 1.Concrete anchor bcatiom of the comers may be odArsted to maintain the min. _ edge distance to mortar Joints. , 2.Conaete anchor bcatiors noted as'MAX.ON CENTER"must be od;'wfed to 0 b maintain the morm edge distance to mono Joints.additional concrete anchors may be rcquied to emue the MAX.ON CENTER•dimension are not exceeded. 3.Concrete anchor table: MIN.CLEARANCE MIN.CLEARANCE r kANCHR ANCHOR MIN. TO MASONRY TOAOJACHYT 4 00* •• • SIZ� EM%EQMENT EDGE ANCHOR 9 • _ S • • 2' •f zu1/Y •i /P 14 (WE 01 28 15NN.7.5. ITIN o 311P 1.1/4' AS SHOWN 1-11T "12t; m WWOECR#WMISTALIA4I20*NO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P,p.Box 230 Valrico.Fl.33595 Phone 813.659.9197 Florida Board of Professional Engineers Ceniticaic of Authorization No.9813 Productr Date: I 4� 2017 Product Sub Manufacturer Product Name Category Category Swinging Therma-Tru Corporation Therma-Tru Benchmark Doors Exterior Exterior 118 Industrial Dr. "Smooth Surface"or"Wood Grain" Doors Door Edgerton,OH 43517 Glazed"Impact"Fiberglass Door Assemblies Phone 419.298.1740 L Inswin /Outswing Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID 9 1998)for Therma-Tru Corporation based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product• Approval,Department of Business&Professional Regulation. • • *0000 ..•.0, RW Building Consultants and Lyndon F,Schmidt,P.E.do not have nor will acquire financial interest in the campeny• '. manufacturing or distributing the product or in any other entity involved in the approval process olVe produclnarAt3d herein. ✓ �� Limitations: � � � • 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(Atj'structural 4equ'$menis ";"• including the"High Velocity Hurricane Zone"(HVHZ). """ •• • ••••• •• •• • •• •••••• 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing • •••••• • • or stucco. • • • • • • • • •••••• 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and doe;not rgquire an4rmp&M• • resistant covering. 000000 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with FBC Section fwt.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-13459.5 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using Sill numbers 17& 18 meet the water infiltration requirements for the"HVHZ".All other configurations do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-13459.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460030 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Wendell W.Haney,P.E. TEL 01460144 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials 15-1201.11 Saflex PVB8 Interlayer(Eastman Chemical Company) 16-1117.01 Trosifol PVB®Interlayer(Kuraray America) 3. Drawing No. Prepared by Signed&Sealed by No. FL-13459.5 RW Building Consultants,Inc.(CA#9813) ��11tt�11�I��I Lyndon F.Schmidt,P.E. 4. Calculations Prepared by `��vrC�SCHMIdl�iJ� Signed&Sealed by Anchoring RW Building Consultants,Inc.{CA/t4813} �� .• �G E IVa`•'• �� Lyndon F.Schmidt.P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. .•'��' �� • • No 43409 5. Quality Assurance ; Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru Corporation isft manufacturing products within a quality assurance program that : ; $TATE OF o4" complies with ISO/IEC 17020 and Guide 53. ��•,•A+ P' �� ••. Q•. �� i • .O R� ,� Lyndon F.Schmidt.P.E. J'JJssoNA� � FL PE 8!18!2009 Sheet 1 of 1 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FI_33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Manufacturer Plastic Materials Testing Therma-Tru Corporation Polyurethane Foam Core 118 Industrial Drive Fiberglass Door Skin(SMC) Edgerton,OH 43517 Lite Frames(SMC,BTS.PVC) Phone 419.298.1740 Scope: Plastics testing performed for Therma-Tru Corporation: Material Test Report No. Test Standard Testing Laboratory Signed by Soo* Polyurethane Foam Core ATI 67508.01-106-18 ASTM D 1929-96 Architectural Testing 9 Lab.• J•se'h A.Reedo 0.0%. .�.�. •• • •• • • Polyurethane Foam Core 15427-107362 ASTM E 84-00a Omega Point Lab. ••deYn�/V,DjbertoyR.�. ••••:• • Fiberglass Door Skin(SMC) TEL 01460336-A ASTM D 635-03 Testing Evaluation Lab. • Lyndon F.Schmidt.P.E. i••••i TEL 01460336-B ASTM D 1929-96 Testing Evaluation Lab. Lyrfdgn F.SctQtfldl.IIF.. TEL 01460336-C ASTM D 2843.99 Testing Evaluation Lab. •tfrltfon F.Sctwnidt,•F1E. *0000 90000e 00 * • • BTS Lite Frame TEL 01460337-A ASTM D 635-03 Testing Evaluation Lab. tynden F.Schtnidt,P.R. TEL 01460337-B ASTM D 1929-96 Testing Evaluation Lab. •• Lyndon F.Sch`midt.V.E. TEL 01460337-C ASTM D 2843-99 Testing Evaluation Lab. •'Thf n F.Schmidt,•P.E. • • • • • • •••••• SMC Lite Frame TEL 01460338-A ASTM D 635.03 Testing Evaluation Lab. Lyndon F.Sc"clit,"1. TEL 01460338-B ASTM D 1929-96 Testing Evaluation Lab. i L#ndvn F.Sct midt,P.E. :0 0.0 TEL 01460338-C ASTM D 2843-99 Testing Evaluation Lab. •4Lynd5n F.5 LnNdt.P.E. • • PVC Lite Frame TEL 01460339-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt.P.E. TEL 01460339-8 ASTM D 1929-96 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. TEL 01460339-C ASTM D 2843-99 Testing Evaluation Lab. Lyndon F.Schmidt.RE Exposed Plastics ETC-01-741-11075.0 ASTM D 638-96 ETC Laboratories.Inc. Joseph L.Doldon,P.E. (BTS,SMC,PVC) ETC-01-741-110762 ASTFA D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E. ETC-01-741-10921.0 ASTM D 638-96 ETC Laboratories.Inc. Joseph L.Doldon.P.E. STTS00001 ASTM G 26-95 Sub-Tropical Testing Lon Hicks,V.P. STTS 99-0513.01 ASTM G 7-97(5 yr.exposure) Sub-Tropical Testing Lon Hicks.V.P. Equivalency of Standards Test Standards Used 6th Edition(2017)FBC Referenced Standards ASTM D 635-03 ASTM D 635-10 ASTM D 638-96 ASTM D 638.03 ASTM D 1929-96 ASTM D 1929-12 ASTM D 2843-99 ASTM D 2843-10 ASTM E 84.00a ASTM E 84-13a ASTM G 26-95 ASTM G 155-05a The products referenced above have been tested to the standards listed. It has been determined by Lyndon F.Schmidt,P.E. and RW Building Consultants.Inc.that the tested standards are equivalent to the referenced test standards as adopted by the 6th Edition(2017)Florida Building Code. SIC X1111/tttar�� b� 5'F% Qb*.•No • N0 43409 ft .Q ,8TATE OF 40 • �i Lyndon F.Schmidt,P.E. • FL PE No.43409 `O R��••''Q �, 6/1612017 Sheet 1 of 1 I��',S'�Q #*&- 1 Florida Building Code Online Page I ol'3 J tJ rK it r&��- a BCIS Home Log In User Registration Hot Topics Submt surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search product Approval USER:Public tkef Proouct AODroval Menu.> •MIcatlort Detail FL# FL13459 R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived so** • • •••• •••••• Product Manufacturer Therma-Tru Corporation •• • •• • •• Address/Phone/Email 118 industrial Drive • • • • •••••• • •• •••••• Edgerton,OH 43517 ••• •• • • (419)298-1740 ••••••• rickw@rwbldgconsultants.com •••• •• • • • •••• • •• ••••• Authorized Signature Vivian Wright •••••• •• • •• ••• rickworwbldgconsultants.com • • • • • •• •• • •• •••••• • Technical Representative • • • • • • •••••• Address/Phone/Email • ••••••• •• • • • 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 developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13459 R5 CO) fa)Certificate of Indenendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E64 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards c . Certified By Florida Licensed Professional Engineer or Architect FL13459 R5 Eouiv fa)Eauvalencv of Standards,odf https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwX... 2/6/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/15/2016 Date Validated 08/16/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 Summary of Products FL a Model,Number or Name Description 13459.1 a.Therma-Tru Benchmark Doors Nominal 6'8"Impact"Opaque Wood Edge"Smooth Surface" or Wood Grain"Fiberglass Single Door(Inswing/Outswing; X configuration) •••• Limits of Use Installation Instructions • • ^••••••� •••••• Approved for use in HVHZ:Yes FL13459"'R5 11 fat Ing 13459A.. d(• • • • Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,fr(f 4349 • • • • Impact Resistant:Yes Created by Independent Third Pesty:oy" • •• •••••• Design Pressure:N/A Evaluation Reports • Other:See INST 13459.1 for Design Pressure Ratings,any FL13459 R5 AE (a)Eval 13451lf,"f•• • •••• additional use limitations,installation instructions and FL13459 R5 AE (al TT-Plasticsw• •• ► • • product particulars. Created by Independent Third P Y sf • • • 13459.2 I b.Therma-Tru Benchmark Doors Nominal 6'8"Impact"Opaque WooctiEMo"Smoot$%rfacE" 00:04110 or Wood Grain"Fiberglass Single•lPoof*ith Sidelile(s)••i *030:0 •(Inswing/Outswing; XO,OX or 0",F9 FWurations) • • • Limits of Use Installation Instructions • • • `• •••• • Approved for use In HVHZ:Yes FL:?3459 R5 II (a)Inst 134 . •••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.SchmidQ).EE.81V9 ' • • •••••• Impact Resistant:Yes Created by Independent Third Pavy:Yet •• • • • Design Pressure:N/A Evaluation Reports • • • Other:See INST 13459.2 for Design Pressure Ratings,any FU3459 R5 AE (a)Eval 13459.2.pdf •• • additional use limitations,installation instructions and EL13459 R5 AE_(a)TT-Plastics.odf product particulars. Created by independent Third Party:Yes 13459.3 c.Therma-Tru Benchmark Doors Nominal 8'0"Impact"Opaque Wood Edge"Smooth Surface" or Wood Grain"Fiberglass Single Door(Inswing/outswing;X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13459 R5 11 (g)Inst 15459.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 13459.3 for Design Pressure Ratings,any FI x3459 95 AE (a)Eval 13459.3.odf additional use limitations,installation instructions and FL13459 R5 AE (a)TT-Plastics.odf product particulars. Created by Independent Third Party:Yes 13459.4 d.Therma-Tru Benchmark Doors Nominal 8'0'Impact"Opaque Wood Edge"Smooth Surface" or Wood Grain"Fiberglass Single Door with Sidelite(s) (inswing/outswing; XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13459 R5 lI (a)Inst, 59.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 13459.4 for Design Pressure Ratings,any FL13459 R5 AE (d)Eval 13459 4.odf additional use limitations,installation instructions and FL13459 R5 AE(a)TT-Plastics.odf product particulars. Created by Independent Third Party:Yes 13459.5 e.Therma-Tru Benchmark Doors Nominal 6'8"Impact"Glazed Wood Edge"Smooth Surface" or Wood Grain"Fiberglass Single Door(inswing/outswing;X configuration) Limits of Use -- Installation Instructions Approved for use in HVHZ:Yes PL13459 R5 11 (a)Inst 13459.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 13459.5 for Design Pressure Ratings,any FL13452 R5 AE (a)Eval 13459 5.pdf ` ^ ' additional use limitations,installation instructions and FL13459 R5 AE (a)TT-Plastics,odf product particulars. Created by Independent Third Party: Yes https://w«,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDquQV xydMPwX... 2/6/2018