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HomeMy WebLinkAboutScan_2017_10_13_10_22_39_652ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: `�`�— `� Permit Number: r� Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line -V Address: �aC�—l`0►_C Legal Description: Property Tax ID #: Lot No. l Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: , z Yom\ iz LIN 11y 4 F itiona wor to je ne orme under this permit- c ecKallthi appy: HVAC t I Gas Tank Gas Piping Shutters Windows/Doors Electric Plumbing Sprinklers Generator Roof Roof pitch M Total Sq. Ft of Construction: SFt. of First Floor: F] Cost of Construction: $� ©. � Utilities:"n Sewer Septic Building Height: z �.+k >`ti d"�'', d' x L. a q�d�'ei� NR, i3�:'�'II•iAF.G. .1✓f:, eµ...L� e�:ISM Name:�L12_C Address: company:'"­ � z= City: State: �y Address:L��p Er-\ Zip Code: `ug-1 1 Fax: `(,4 City: � QTc State: Phone No. L00-1 ��3�- ��� Zip Code: -�� Fax: E-Mail: 1p Phone No, Fill in fee simple Title Holder on next page ( if different E-Mail--ri Can State or County License: Q;2 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. W OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording.your Notice of Commencement. Signature of Owner/ Leg'see'705ntractor as Agent for Owner "R Signature of Contra for/Lice se Holder STATE OF FLORIDA STATE OF FLORIDA DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: The forgoing instr eot was acknowledged before me Name: Address: t�\ Address: City: State: City: State: Zip: Phone Type of Identification Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: (Signature of Notary Public- tate of Florida) Address: City: Rv Puy TIFFANY A. LEE -'Commission No.��(`�(kA _%Ci ` y ceati)Y Cov 1iSSI0N # FF 16 City: Zip: Phone: EXPIRES: April 26,20 Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording.your Notice of Commencement. Signature of Owner/ Leg'see'705ntractor as Agent for Owner Signature of Contra for/Lice se Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S�-- \, kj � f__ COUNTY OF S-�— �r �,4:t- The forgoing instrument was acknowledged before me The forgoing instr eot was acknowledged before me this � day of i'be� , 20-0by this �� day of , 20_0 by t�\ r v rv-�� � 1<_-.� Name of persolz making statement V Name of persgn waking statement 7/ Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public- tate of Florida) (Signature of Notary Public- Siate of Florida ) C pRY P e�/C TIFFANY A. LEE y» Commission No. 1 ������ (et�f7CONL41SSI0N l FF 1014'7 Rv Puy TIFFANY A. LEE -'Commission No.��(`�(kA _%Ci ` y ceati)Y Cov 1iSSI0N # FF 16 � EXPIRES: A ril 26, 201& p EXPIRES: April 26,20 4ordedTi,raEcc',�^ti,�o'•.2ryS°cvh�: sr, oe=9� Bonded ThruBudget NotarVSe, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 w M INS JId v¢� d x C ao\o a�.Lg xay — ° yam„ c w ❑ �z x X �I 1n.gS 3 �_ M x JC w A c " w .. by C fi]L1uL'LIo O .6 0 Z � L L - - � M O PVc in O .r ¢. _C � _ � ❑❑❑ ° N M 1 r C o v rC. a 3 b O O O O O O O O O O j� El y N C ^C Q O C7 E Q LO c b N ;t �o 1� W o ``"\�// 0.9 o am tu :W < O; Z, o �; ;o c N k. o� b 3 4 N U l rl co u ; N �✓ O > O N n ��uawo� m •v ti M tG ;1y O - w O ku EW! D c bL o Q t on �J b4 SIN y�[ �C4 O �GG) � O OQ v '3„ r� a t a �za w pw y yc V; 4b r O iv cp 114, d c fA w o'ol ° 3 c= o _ w LU r � Py E3 tt A l a M M M M � ��v �-' .. 0.1 •7 77 7 y N '.L [-- -. _ gc1 ..V. L y W N Q O.C.. �-- .� 3 onc�W � oro MOMo oMo o x a r, P. coo i� r 0 oow q U fX' Q Q U w d Pl U O u ON .0� N C o c°•i c on W(Wh]"y Y C •sO> pO ooo QwM>am 1�o V ' \ 3s 1 �O �.ro�../ Nwy o S o❑ 3oo ca'� k k > .�v.. oO N •� 3 3 X- O- vi Na A� '3C -=oO NL"�°r- o^ oN N y o •� w 3 3 xo � �- - u 3 c= o cs a -d x� a, v x x �' z � V 3 O X L a N in bl) Gp—' R ^ X 3 1 .� a o X x v X CQ o o C00 � m 3 ' 3 Y 4 u • 1i / AZ O O ; .l �. — ..w Q O; z .► ° c u W�G-1 0— r ao ti 3 ^_, 'iU7 y M — U N _ aha �:. 3 'v c o o a oo i C:) O O M p O .� F j cc of, N au 0.- M m -� O 0 n^ G p _ O O � 3 oo Q r _ " c 3 N � b E u oq vvci or c t tia � o ..c b r .� - i o r S o \ r a E'� d ti °" 44 M > cn > y 3 o 8 - 4e o O id N 'f O C A N D N w cc w X N w X w O ff—' O C U M V ncc U 0 > Y Yo W7 3' o o �3 u ova 3 d " a r EE N ti x c l ,d- J J d �r I\ -0 U % '•� cq n � , ti Y 3 GARAGE DU®R DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONS V,,,, 100 110 1 170 130 140 150 V 160 170 180 190 1 200 V„d 78 85 93 101 108 116 124 132 139 147 155 For Sl: I mile per hour = 0.44 mils. a. Linear interpolation is permitted. b. V„A = nominal design wind speed applicable to methods specified in Exceptions I through 5 of Section 1609.1.1. C' V„ k = ultimate design wind speeds determined from Figures 1609A, 1609B, or 16090. TABLE 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)1-"-4.s ULTIMATE DESIGN WIND SPEED (VJ DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH. 3 SECOND GUST) Width (n) Height (n) 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH 180 MPH 190 MPH 200 MPH Root Angle 0 -10 degrees 9 8 8.7-9.8 10.5-11.9 12.5-14.2 I4.7-16.6 17.1-19.3 19.6-22.2 22.3-25.2 25.1-285 28.2-31.9 31.4-355 34.8-39.4 10 10 84-9.4 102-11.4 12.1-13.6 14.2-16.0 16.5-18.5 184-21.2 21.5-24.2 24.3-27.3 27.3-30.6 30,4-34.1 33.7-37.8 14 14 8.0-8.9 9.7-10.8 11.5-12.8 13.5-15.0 15.7-174 18.0-20.0 2D5-22.8 23.1-25.7 23.9-28.8 28.9-32.1 32.0-35.6 Roof Angle > 10 degraee 9 7 9.6-10.9 11.4-12.9 13.7-15.5 16.1-182 185-20.9 21.3-24.1 24.3-275 7.6-31.2 30.6-34.6 34.2-38.6 38.0-43.0 16 7 9.2-10.3 10.9-112 13.1-14.6 155-17.2 17.7-19.7 20.4-227 23.3-26.0 26.4-29.4 29.3-326 32.7-36.5 36.4-40.6 78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPH 139 MPH 147 MPH 155 MPH For SI: 1 foot = 304.8 mm, 1 mile per hour =1.609 km/h, l psf = 47.88 NW. Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1 1. For effective areas or wind speeds between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609.7(2) 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. Y. (, 4. Negative pressums assume door has 2 feet of width in building's end zone. _ 5. Table values include the 0.6 load reduction factor. 0'") , S -,,� . TABLE 160!.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (X) MEAN ROOF HEIGHT (feet) 0 EXPOSURE C 0 15 1.00 1.21 8 1.47 20 1.00 1.29 -35 25. 1.00 1.35 {, 1.61 30 1.00 1.40 1.66 35 .1.05 1.45 1.70 40 1.09 1.49 ; 3° 1.74 45 1.12 1.53.: 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 R612.4.1 Garage' door labeling. Garage doors shall be labeled with a permanent label provided by the garage door manufacturer. The label shall identify the garage door manufacturer, the garage door model/sedes number, the positive and negative design pressure rating, indicate impact, rated if applicable, the installation instruction drawing reference number, the Florida Produ6t Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist form on the label. If a checklist format is used on the label, the door installer or the garage door manufacturer shall mark the selected components on the checklist that are required to assemble an approved garage door system The installation instructions shall be provided and available on the job site. FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) q U W Q 2p�s aad r m eD . N o - M t v m Z '3 >> ° c 3 :'-. bD ?' ,Gnuona o N M '. z o M �.- ho c .0 3 c b L Y Y. C d O 7 •c•' N /�lllll Cll y d O � %� 1 M O . �_ ❑❑❑ E"" x O 3 ❑❑❑ N _ G y I's •• ..l .b0 �q pj o 0 0 0 0 0 0 0 0 0 ^ ❑❑❑' �t7E aa•Qah°� .�N3no � cc ����ttirrri�f • .Y 'I dev ti uj i " Q O; Z .� o �uZ Z'•� Z ; ' gy � a LL! O t` O V1 O q V; GJ V 4t: � m U b4 F. W o C � [ 'b n. Nv 0 3 O r ao /CQ� rzj Q v fu3 OOgg o i'G s N- W ---- V -,n- - V v g- r--. •d M L _ 'oD � o'G U .5 o c_' bD zy )MIA y O. •3 Q L N N t Q a _O � T^ .0 L L .L L t t L= .L L t OC Q3 Q3 Q2 3 a 5 0 E E E E 8 E E E E E E 5 c 7 3 c E� n. L u a nV1 :1 M '•� �- y \ c -� fJ N N N CSI N N N o o uOi 111111 a n L.5 C w C 'b ... `.. G u O p o i y O Cc:y T N � By a, Alan ROMLt� � M�crM•'r.n� r, M M r.i � 3 � a'c F ' L°Lao.5� s000�oo1-4 oo0000 .,, ca•o � .ti0000000�o�o a i� — Fs- �n a oN b" oov; 'v �r•. (`I 'pp p .� ► n NI 4 Fl 6 O O O In L V v1 O r N�N a m ❑❑❑ m co s y i U `(� (.L� N q N a ❑❑❑° Nom• o c) _ 000 k k N 3r. '�• G^ NN Q o W L U 2hl ti M w ❑ vi I•^- I ^ N u ",S C N L X 3 p[ .4 U O •—' 6 y w 3 r c p iv c b a3 y � O b X L x Y � o_Y r 00 rY p�av� Lx3 N���` •••�/ / AZ • 't' 3 ° �• u �'• v�:aa 0Ca Pte• LU ul ��% Q .� 72 •� sir �� � ��°� *p�`��� w w N W 7 A C. bb cz > 71�i M i u X V bl) M p U p lJll N p 0G L} p CZ nz� U 'b00 w G u i v � X• a a� U c � ti ce d' a i A r, O LML .flIN _ -6 \\\ O 88 11 ®e O Oen L tl b O 000 ®o • O N a o 1 ' N y t tNJ N o H r •o y .ro � X •� N N w X V � •ticri' C m rd- � 'N 12 ro W -c7 p cc r V^ cu p � 3 c ;, a E E NC) 10 L \ o 0. 0 i � CA a O 3 Q U W Q TABLE 1609.3.1 WIND SPEED CONVERSION^Q -,., V„„ 100 110 120 130 140 150 716(3 17{11 180 1190 200 V,,,,, 78 85 1 1.01 108 116 124 Y 132 1 134 1 147 155 For SI: 1 mile per hour = 0.44 m/s. a. Linear interpolation is permitted. b. V w = nominal design wind speed applicable to methods specified in Exceptions I through 5 of Section 1609.1.1. c. Vr, = ultimate design wind speeds determined from Figures I609A, 1609B, or 1609C. TABLE 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE $ (pSF) 1, s, 9, 4, 5 ULTIMATE DESIGN WIND SPEED (V,,,) DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST) Width (ft) Height I (n) 100 MPH 110 MPH 120 MPH ISO MPH 140 MPH ! 160 MPH 160 MPH 170 MPH 180 MPH 190 MPH 200 MPH Roof Angle 0 -10 degrees 8 8 8.7-9.8 10.5-11.9 12.5-14:2 14:7-16.6 17.1-19.3 19.6-22.2 223-25:2 25.1-28.5 28.2-31.9 31.4-35.5 34.8-39.4 10 10 8.4-9.4 10.2-11.4 12.1-13.6 14.2-16.0 16.5-18.5 188-21.2 215-24.2 24.3-27.3 27.3-30.6 30.4-34.1 33.7-37.8 14 14 8.0-8.9 9.7-10.8 11.5-12:8 13.5-15.0 15.7-17.4 18.0-20.0 20.5-22.8 23.1-25.7 25.9-28.8 28.9-32.1 32.0-35.6 Roof Angle > 10 degrees 9 7 9.6-10.9 11.4-12.9 13.7-15.5 16.1-18.2 18-5-20.9 21.3-24.1 24.3-27.5 27.6-31.2 30.6-34.6 34.2-38.6 38.0-43.0 16 7 9.2-10.3 10.9-12.2 13.1-14.6 155-17.2 17.7-19.7 20.4-22.7 23:3-26. 26:4-29.4 293-32.6 32.7-36.5 36.4-40.6 78 MPH 85 MPH 93 MPH 101 MPH 108 MPH 116 MPH 124 MPH 132 MPQ 139 MPH 147 MPH 155 MPH For SI: I foot = 304.8 mm, I mile per hour = 1.609 km/h, l psf = 47.88 N&. Nominal Design Wind Speed (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1 1. For effective areas or wind speeds between those given above the load maybe interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by the adjustment coefficient in Table 1609:7(2) 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. 60 4. Negative pressures assume door has 2 feet of width in building's end zone ' 2 �C5� aC. 5. Table values include the 0.6 load reduction factor. � ,'Ll I , QLk = > TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (%) MEAN ROOF HEIGHT (feet) n EXPOSURE c >a 15 1.00 1.21 1.47 20 1.00 1.29 1,:55 25 1.00 1.35 11.61 30 1.00 1.40 f.66 35 . 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 8612.4.1 Garage door labeling. Garage doors shall be labeled with a permanent IabeI provided by the garage door manufacturer. The label shall identify the garage door manufacturer, the garage door model/series number, the positive and negative design, pressure rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assembly maybe indicated using a checklist form on the label. If a checklist format is used on the label, the door installer or the garage door manufacturer shall mark the selected components on the checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job site. FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) Florida Building Code Online Page 1 of 6 BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS Site Map . Links Search id Product Approval ui. USER: Public User £� v Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15074-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer C.H.I. Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur, IL 61911 (217) 543-2135 Ext 4273 windloadengineering@chiohd.com Authorized Signature Pat Hunter windloadengineering @chiohd.co m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 John E. Scates the Evaluation Report Florida License PE -51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. Validation Checklist Hardcopy Received Certificate of Independence (LA5la�,R3COI Ce�:pfzt�Scates 2015s. >I f ,._,.._,___...._ Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 DASMA 108 DASMA 108 DASMA 115 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2009 2002 2002 2005 2005 http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPk... 10/13/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/26/2015 Date Pending FBC Approval 05/01/2015 Date Approved 06/23/2015 Date Revised 09/19/2017 Summary of Products Go to Page I FL # I Model, Number or Name I Description 15074.1 ke; 221x, 228x, 421x, 428x, 521x, 528x, 591x, 598x Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ4-09- 02315 for pressures and widths 34.8(psf)/-39.3(psf) at 06'- 00" wide through 10.2(psf)/-11.5(psf) 13'-10" wide. Page 2 of 6 0 0 Pagel/20 06-00" wide through 13'-10" wide by 20' high steel clad sandwich or laminated sectional door with polystyrene or thermally broken polyurethane insulation. Installation Instructions FLlS074 R3 II BJA Jamb Attach s.odf FL15074 R3 II SUDolemental Instructions Sand s.Ddf Verified By: John E. Scates, P.E. FL -51737 Created by Independent Third Party: No Evaluation Reports FL15074 R3 Ai_ Evaluation ReDCrt s.odf ELIS074_.._R'-3..._AE_._FZ d_ 09.=02_;_15..._s.4idf Created by Independent Third Party: Yes 15074.2 keI; 221x, 228x, 421x, 428x, 521x, Up to 09'-00" wide by 20' high steel clad sandwich or 528x, 591x, 598x laminated sectional door with polystyrene or thermally broken polyurethane insulation. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +23.2/-26.2 Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ4i-09-02515 for pressur-es.Z3.2(psf)/-26.2(psf) at widths up to 09'-00". Installation Instructions i L.1.5074 R3 II BJA ]am!) Attach s.pdf 'r_L1.5074. R,3__II Su _nl__ IIntal„__?;ristl_uctlons,,,_Sand _sj} !f —p a - Verified By: John E. Scates, P.E. FL -51737 Created by Independent Third Party: No Evaluation Reports E.'-15074...._R3..._AE.._Evaluation__Re rt..._s...I}c1f FL15074 R3 AE FZ4i-09-02515 s.odf Created by Independent Third Party: Yes 15074.3 kj; 221x, 228x, 421x, 428x, 521x, 528x, 591x, 598x Up to 09'-00” wide by 20' high steel clad sandwich or laminated sectional door with polystyrene or thermally broken polyurethane insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No 1:115074 R3 II 131A Janb Attach s.Ddf Approved for use outside HVHZ: Yes F 1. i)74_R3-„_).1,,.S€II?nlemental._-instfuctions__Sanr._._s.j.:)' Impact Resistant: Yes Verified By: John E. Scates, P.E. FL -51737 Design Pressure: +38.3/-43.5 Created by Independent Third Party: No Other: Sectional doors provided for potential "code -plus" Evaluation Reports applications. Large Missile impact (9 pound missile) and E. 15.'._7'4, R3.RE..._Eval:.IJatiuR..._Relprt,._5,pdf cycling tests conducted in accordance with ANSI/DASMA FL15074 R3 AE FZ8f-09-02515 s.odf 115, ASTM E1886 and ASTM E1996. Static tests conducted Created by Independent Third Party: Yes in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ8f-09-02515 for pressures 38.3(psf)/-43.5(psf) at widths up to 09'-00". 15074.4 1g; 221x, 228x, 421x, 428x, 521x, 528x, 591x, 598x Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for windload applications. Tested in accordance with ASTM E330 and ANSI/DASMA 108, which are accepted test methods per 5th edition (2014) Florida Building Code Section 1715. See drawing FZ5-10- 06-00" wide through 16-06" wide by 20' high steel clad sandwich or laminated sectional door with polystyrene or thermally broken polyurethane insulation. Installation Instructions FLIS074 R3 H BJA Jamb Attach s.Ddf :':,7,507...._R3...._',:1._StI �I�irental._);nstructions_Sand-._s,I1dc IL.. -- - Verified By: John E. Scates, P.E. FL -51737 Created by Independent Third Party: No Evaluation Reports F?:1,7..5074..._)3�..._nfit._Evah t:on. Re._or%._::� �df _.._._..F y E FL'15074 R3 AE FZS-10-02315 s.udf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPk... 10/13/2017 Florida Building Code Online Page 6 of 6 108, which are accepted test methods per 5th edition (2014) F.:_15074..._(13...-AE._FZ6-2i)_ 2_ S.....s:.lcif Florida Building Code Section 1715. See drawing FZ6-20- Created by Independent Third Party: Yes 02315 for pressures and widths 79.0(psf)/-88.8(psf) at 09'- 00" wide through 18.9(psf)/-21.3(psf) at 26-00" wide. 15074.20 vhI; 221x, 228x, 421x, 428x, 521x, 10'-00" wide through 20'-00" wide by 20' high steel clad 528x, 591x, 598x sandwich or laminated sectional door with polystyrene or thermally broken polyurethane insulation. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sectional doors provided for potential "code -plus" applications. Large Missile impact (9 pound missile) and cycling tests conducted in accordance with ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per 5th edition (2014) FBC Sections 1609 and 1715. See drawing FZ6i-20-02515 for pressures and widths 43.0(psf)/-48.3(psf) at 10'-00" wide through 32.0(psf)/-36.0(psf) at 20'-00" wide. Go to Page L�_..... Installation Instructions FL15074 R3 11 BJA Jamb Attach ; Ddf :.]I5974.._13--I.L-.SA.in)lern ntai.._Instructions.._San<i....s:€:1qf Verified By: John E. Scates, P.E. FL -51737 Created by Independent Third Party: No Evaluation Reports FL1507h._R3..._AE.._Evaluation _ReMr;_ _s.Ddf F115074 R3 AE FZ6i-20-02515 s.Ddf Created by Independent Third Party: Yes Back EYext 0 0 Page l/ 2 0 40 Contact Us :: 2601 Blair Stone Road, 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 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 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: e.^hctik Credit Card Safe Si•.Ci 777YNIETRICS` http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtD quS 73 Fr2ZyiPk... 10/13/2017