Loading...
HomeMy WebLinkAboutBangert - 5608 Eagle Drive - Permit ApplicationMichelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area: 1,793 SF Gross Sketched Area: 3,801 SF Building Type: Grade: Year Built: Effective Year: No. Units: Primary Wall: Secondary Wall: Roof Cover: Roof Structure: View: Frame: Story Height: Bedrooms: Full Baths: Half Baths: Primary Int Wall: Primary Floors: Avg Hgt/Floor: Heat Type: Heat Fuel: Electric: A/C %: Heated %: hit Sprinkler %: Exterior Data HC+ C+ 1979 1979 1 CB Stucco Dim Shingle Gable I Story Interior Data 3 2 0 Drywall Tile -Ceramic 0 FrcdHotAlr ELEC MAXIMUM 100% 100% N/A% All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. florda �1a,c Product Approval Archived -a USER: Public User Clopay Building Products Company Address/Phone/Email Product pproval Menu > Product., Appllcztion Search > Application Lis[ > Application Detail „* ;a a� d��Firgt FL # FL16107-R10 i Application Type Revision Florida Engineer or Architect Name who developed the Scott Hamilton Code Version 2017 Application Status Approved Comments Exterior Doors Archived -a Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. or a Licensed Florida Mason, OH 45040 Professional Engineer (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com 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 3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler d Validation Checklist - Hardcopy Received Certificate of Independence FL16107 RSO COI Certification of Independence of Validation Entity_ Gary Pfuehler.Zdf FL16107 R10 COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 1/5 5/29/2020 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL16107 RSO Equly 20170809 - FBC - DASMA 108 equiv.pgf FL16107 R10 Ecuiv 20170809 - FBC - DASMA 115 equivpl Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Date Revised 04/10/2020 Summary of Products Go to Page = (' 0 0 Page 1 / 3 �i i�► FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-IF171: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97" to 16'2" wide) WINDCODE@ 67, 67G, 68, SP200, SF200, SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 RSO II 104724-A-Rev03-signed odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (%_ult): 170 MPH. Solid doors or FL16107 RSO AE CBPC 121212-A.pdf doors with optional Impact -resistant glazing are Impact- Created by Independent Third Party: No resistant (large missile Impact). 16107.2 02 W6-16 DSIE-117171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HOG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double -Car (9'2" to 167" wide) WINDCODEO 67, 67G, 68, SP200, SF200, SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104724-B-Rev03-signe ,pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf requirements of the building code. but DO NOT meet the Impact Created by Independent Third Party: No resistant requirement for windborne debris ""�---- - 16107.3 03 W6-16 PAN-21Fi53: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (97' to 167" wide)- 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-Resistant�,a GDSS, CRSS, AR5S, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 RIO II 104710-A-ReyO3-signed pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 RSO AE CBPC 121212-A.pilf doorswith optional impact -resistant glazing are Impact- resistant (large, missile Impact). Created by Independent Third Party: No 16107.4 04 W6-16 PAN -2F153. 73, 75, 84A Steel Pan (min. 25 ga.) Double -Car (97" to 16'2" wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GR5S, ARSS, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 104710-B-Rev03-slglL0.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN -2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 167" wide) 48, 488, 4F, 4RST WINDCODE@ W6 Garage Door with Optional Impact -Resistant htlps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f6n8XnBD2%2fVo8JculDX01V°/a2fA%3d%3d 2/5 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: Parcel ID: Account #: Map ID: Use Type: Zoning: City/County: Ownership Frances H Bangert(BTH) Laurie B Omans (T ) Amy B Curry (TR) 5608 Eagle DR Fort Pierce, FL 34951 Legal Description 1,793 HOLIDAY PINES S/D-PHASE I- LOT 87 (MAP 13/125) Current Values 037 Just/Market Value: $179,800 Assessed Value: $116,991 Exemptions: $50,000 Taxable Value: $66,991 Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt the removal of all exemptions, assessment caps, and special classifications. 5608 EAGLE DR 1312-500-0088-000-6 4236 13/128 0100 RS -4 Count Saint Lucie County Total Areas Finished/Under Air (SF): 1,793 Gross Sketched Area (SF): 3,801 Land Size (acres): 037 Land Size (SF): 16,220 Taxes for this parcel: SLC Tax Collector's Office ❑ Download TRIM for this parcel: Download PDF C All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Michelle Franklin, CFA-- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area: 1,793 SF Gross Sketched Area: 3,801 SF All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Exterior Data Building Type: HC+ Grade: C+ Year Built: 1979 Effective Year: 1979 No. Units: I Primary Wall: CB Stucco Secondary Wall: FrcdHotAir Roof Cover: Dim Shingle Roof Structure: Gable View: 100% Frame: 10000/ Story Height: t Story All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Interior Data Bedrooms: 3 Full Baths: 2 Half Baths: 0 Primary Int Wall: Drywall Primary Floors: Tile -Ceramic Avg Hgt/Floor: 0 Heat Type: FrcdHotAir Heat Fuel: ELEC Electric: MAXIMUM A/C %: 100% Heated %: 10000/ Int Sprinkler %: N/A% All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. IME I n IZ a uu MAX. SECTION I IT. 21 I c .ii dui €'s ei f9,onnoo� OO�YOO z 0 s ££ o�9 ul;lftp, � bPmo.z+�N sad = =F p Ipl V -J p a = oo i�7i coi�O1 s"-l��v �s m G O � > 01 y O S m VI n '8C„` IL O N� QF`p X •.i �1 G9�Cinp IZ a uu MAX. SECTION I IT. 21 I c .ii dui ei f9,onnoo� OO�YOO z 0 s ££ o�9 ul;lftp, p O8 nm0 sad = =F p Ipl V -J p a = oo i�7i coi�O1 s"-l��v �s m G O � > 01 y O S m VI n IL O N� QF`p X O1 =Syyyv6 xm=F (S11R A �^ � o9aoYp �^ter o " °yap z� u wG"'i"urb N� I Omp mm - p o NmTO O O 'al0 v YJ O m �^ z 5oG 6 M!: y BRmA„m p s OO�YOO z 0 s ££ ul;lftp, p O8 nm0 sad = =F p Ipl V -J p a = oo i�7i coi�O1 s"-l��v �s m G O � > 01 y O S m VI n IL O QF`p X i =Syyyv6 xm=F (S11R A �^ � o9aoYp �^ter o " 4> Z S I Omp mm - � NmTO O O 'al0 y BRmA„m p s OO�YOO z 0 s ££ m= p O8 nm0 sad = =F p Ipl V -J p �s m �C � o,n F/1 -0F 'o - x i oRy�yl�z"?o i!Ti �z iu mol'n'w I;,b zzz Y20 ter `m i S O p s 6z m= s sad p p O � > 01 y O S m VI n IL O v t i A Y20 ter `m i S O p s 6z m= s sad p p O � > 01 y O S m VI n mh 4p O v t A I v d 1P, ro O9Z �ri3O mJ $ty l _ A x u ti' n P Poy.�va S�`° m op�ii uZi bcoi-I Z N U nb �3 f£ n om` yro_ I IIS 'm A i= E� N j % c =n n 0 i \ �. \t VNUVczy AA to n f g!I� to KADrol �N v a S ➢ = �zog ll mr A •J � inuz� 3i � rimy -I w,� _ yfTi c_000.. ...ndm A rn acJ VN� Ali, 80 N Pm <g O mgt 6o O �ZO�iS NN. � O xzai g N h 0- In m^`=imvu� Tt P U (i z�Om°,FbZ D J Amo $z G N XI AS omo u z N n Qn nsD ZA o (n �•'s�mA m c S P v6o OSS '�o68b ZZ N LugNuu ^ o',o oW 'a m oa Rmi ,^� v � � k� "� � "i m Z m S � W ➢ <+S z 2 pn �" AA,Nr, N A' L44 Nin4 foo x W n O 00 G m //ii ��aazgc N z o Lis N Go77 � o r1 Q) G) OOIn �nl� L^ nl 'V VJ Y 1p T i) r O cm 7 .f'•O O �,.����Yiz o r• n q' xl 4m2',9 -nN 'rm T.y Srmk .. ` o 6 w y ? ' r i ilio �xe3 �� o I'mp N� gy :z o [ oy0 rY Yzm $A O>cF ,�s,+ F.. i o H�z'a z�a §A vnom Frio ti i n 2 o Qu niz $Tu•Jr fl n ^ a }� �L'•,a g2 y S N 3 T N'• o o � � o �v Pz '����� r �A<"� t9, A VI Y (Acl _ rJ O Z R e V 'S '� fn U A N 0 N NFI a vY" SS�iS'"r�UNl0n ao rQ��� � T o � 4 v oo o �o z n o � xvo oui gg`. , 7 o�gm m y ox lid,z "o fi=g :.osmro 00-9 ��o ue n� �a y� he q3 rgodz2n z Y� wwwww mA 1. �^ m zo zxr'PC7- z ou In f " in yDo� L N vo o �ooe� e, "� m O- O O 0 p91 . ,P 2 O oN - ? rz vl y�\0 m B'4q ruyl <F j-m�J OQ y 1+0 O O oSsF J"� � fj MS-• ZC)�t�•AN ��OI n VAS= k ca� A9x i a���1Y ii�m mn NP � In OrS+�i fly Ur � o nA p^p ��cK 'm „Fnaa�� NN A y rrrrefi1111mm m{ [ Vr0 A�y Z'O.j !`,2m Nv tet• Nn", F_jA d ml� ; W3 lid m .P. �I oi no no OPENINO HUGHt = 0002 HEIGHT I €P 6H quip NOA A u s U mg o �a Amo F ag r mri �� mW zo8� I €P 6H quip NOA A u J^ lm$ s U o opp� Amo F ag r mri o zo8� D Qj , m O Uiv' t l'1 m+T"•yO A ui�a L N m W -OPENING HEIGHT 0004IICIOHfl w Tlrin� '•1 N pn 8 N .h m I kk s 3 V k2 I„ u� N J^ lm$ s U o n ��6 F ag r mri o zo8� Ngo Qj , m {8•yy ui�a w pn s 3 V k2 I„ December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact -resistant assemblies (large missile impact). 104710-A-RevO3, max. door size 16'2" x 16'0", +36/-42 PSF (design load 104761-A-RevO2, max, door size 18'2" x 16'0"; +36/-42 PSF (design load T BLE 2• Code 104753-A-Rev02, max. oor size 16'2" x "1 '0"; +38 -42 PSF (des gn load 104762-Rev02, max. door size 18'2" x 1610"; +41/-46 PSF(design load) 104754-RevO2, max. door size 1612" x 16'0"; +46/-50 PSF design load TABLE 3' Drawin o o it D I 1F 104724-A-RevO3, max. door size 16'2" x 1 0'; +38/-42 PSF (design oa 104751.-A-RevO2, max, door size 1812" X 16'0"; +38/-42 PSF (design load'. 104736-RevO3, max. door size 1612" x 16'0"; +46/-52 PSF (design load) 104752-ReV03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) 104777-A-RevO2, max. door size 18'2" x 16'0", +38/-42 PSF (desig 104778-RevO3, max. door size 16'2 x 16'0"; +46/-52 PSF (design 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design TABL€ 5;..(2raw1ngs for doors with Manufacturing Product Code (MPC) W 1_GH29t 1.04439-Rev02, max. door size 9'0" x 12'0"; +47/-55 PSF (design load) PAG[ S OF 4 FILE: CBPC-121212-A.3 EVALUATION REPORT FOR'CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 ^ W8 104998-Rev00, max, door size 16'2" x 12'0"; +41/-47 PSF (design 'load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. ,-max. door size 16'2 x 16"0"; +36/-42 PSF Saesign , max. door size 18'2" x 16'0"; +36. PSF (design TABLE 7: Drawings ford. MONdfa�Sldting Product CodeVMPC) PAN 2F143• 104753-B-Rey02, max. oor s ze 16'2" x 16'0"; +3$/-42 PSF (design load) 24-B-RevO3, max. door size 1U'L" x ao'u'; +:I5/ ­4Z I-w- 51-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF LE s oors t Ifac DSIV- 171: 104777-B-Rev02, max. door size 18'2 x 1 0 , +38 -42 PSF (design load) Test Re on rts: ATL -0801,01-12 (8/15/12), ATL -0813,01-12 (10/9/12), ATL -1015,01-12 (11/3/12), ATL -1113,01-12R (2/18/13), ATL -1107,01-12 (11/20/12), ATL- 1023.01-12(11/13/12),ATL-1009,01-12R(11/20/12),ATL-0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPCPAN-2F153t These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins, The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21 These doors may have optional Impact - Resistant Glazing, Optional Impact -Resistant Glazing is a one-piece injection - molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 4213, 55, 55S, GD5S, GDSSV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN -2F1431 These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM A653, The maximum section height is 21". These doors may have optional Impact - Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection - molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE: CBPC_1217.12-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SkCTIONAL GARAGE DOORS, W6 ^ WO equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1x171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact -Resistant Glazing (IM). Optional Impact -Resistant Glazing (IM) is a one-piece Injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing 1s a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. rml29ct Resistant Glazing (IM): The optional Impact resistant glazing Is an Injection -molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC -06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. L mit Ions: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the Illustrations and text of these drawings as well. PAGE 3 or, 4 FILE CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE cooks, W6 — W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation Instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawings) has reviewed the attachment details and installation requirements. Signature: Scott Hzi391ton, P. K Florida P. E. No. 63286 Date: %111111111/ ., ....... ..�GENa" e.0�.4i . - No 63286 ; S. STATE OF 41J ; OR \ 9-" ��1�• ?/ONgI.EC,�p 1111nn1011 PAGE 4 OP 4 FILE: CBPC_121212-A.3