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HomeMy WebLinkAboutProduct Evaluation Report; Static Flood Vents.Look for the trusted marks of.Conformity9 Ag"2014 Recipient of Prestigious Western StotesSeismic Policy Counci :.�,r•�, WSSPC Award in Excellence." �r;rfRrratioNtir i % A Subsidiary of COAECOUNCIV specifically addressed,. nor are they to be construed. as. an endorsement of -the subject of the report or a t recommendation far its use. There is no warranty by ICC Evaluation -Service, LLC, express or -implied, as to any, finding or other matter in. this report, or as to any product covered by the report.R°°++ n�um e�ccr, Copyright C. 2015 ICC-ES EvaWati®n Report ESR-3760 Issued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, ILC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800) 325-9775 www.floodsolutions.com i nfoO-floodsolutions.com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012 and 2009 International Building Code® ■ 2015, 2012 and 2009 International Residential Code® Property evaluated: Water flow 2.0 USES Flood Solutions' static flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. 3.0 DESCRIPTION 3.1 General: Flood Solutions' static flood vents are engineered, permanently open flood vents with no moving parts that automatically allow flood waters to enter and exit enclosed areas. The vents are constructed of aluminum and available in four models. See Table 1 for model designations and sizes. See Figure 1 for illustrations of the flood vents. 3.2 Engineered Opening: The Flood Solutions static flood vents comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a rate of rise and fall of 5 feet per hour (0.423 mm/s). !In order to comply with the engineered opening requiremdnt of ASCE/SEI 24, the static flood vents must be installed'in accordance with Section 4.0 of this report. 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ventilation. See Table 1 for net free area for under -floor ventilation provided by each of Flood Solutions' static flood vents. 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be installed into walls or doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the vents must be installed as follows: • With a minimum of two opening on different sides of each enclosed area. • With a minimum of one vent for the square footage of enclosed area noted in Table 1. • Below the base flood elevation. • With the bottom of the vent located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The static flood vents must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 5.2 The static flood vents must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature and installation instructions. 6.2 Detail drawings. 6.3 Engineering calculations in accordance with ASCE/SEI 24. 6.4 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10), dated June 2014. 7.0 IDENTIFICATION The Flood Solutions static flood vents recognized in this report must be identified by a label bearing the manufacturer's name (Flood Solutions), the model number, and the evaluation report number (ESR-3760). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the.subject of the report or a recommendation for its use. Yhere is no warranty by ICC Evahtation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 Page,1 of 2 IMES Evaluation Report ESR-3760 FBC Supplement Issued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PART( DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800) 325-9775 www.floodsolutions.com i nfo(c_floodsol ution s.com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to ;indicate that Flood Solutions' flood vents, recognized in ICC-ES master evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code —Building (FBC) ■ 2010 Florida Building Code —Building (FBC) ■ 2014 Florida Building Code —Residential (FRC) ■ 2010 Florida Building Code —Residential (FRC) 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3760, compl�t with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the Flood Solutions' flood vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the FBC and the FRC for structures not subject to 2010 FBC Section 2326.1 or 2010 FRC 4409.13.3.1, as applicable. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, issued March 2015. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not .specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as . to any fording or other matter in this report, or as to any product covered by the report. copyright © 2015 Page 1 of 9 FEMA GOMPLrIANT ENIINEERE.D FLOOD VENTS FLOOD SOLUTIONSTIM MODEL "F" MOUNTING F4OLES BLADE WITH STORM DRIP RODENT - - - - SCREEN - RODENT INSECT SCREEN . . SCREEN �. INSECT BLADE WITH _ - SCREEN, STORM DRIP i WATER 1" MOUNTING 1 ,. STOP. WATER STOP OVERLAP WALL FLANGE - I 1- 1 /4" - - FEMA Compliant. Engineered Flood. Vents meet FEMA requirements when installed properly. • Use at least 2 flood vents per enclosed area below flood grade, installed on at least two separate walls." • The bottom of the flood vent opening must not be higl1er than 12 inches above the grade. .9 At least 1 square inch.of engineered opening for every i1 square foot of.enclosed space. • An engineered certificate from the state in which the building is located is required for all engineered openings without ICC-ES certification. 4ty Model Minimum Opening Required Eriegine-ered Opening Covers 1412-F .14-1/2"Wide x 12"High ! 145 sq ft . 1608-F 16"Wide x 8" High 124 sq ft 1616-F 16"Wide x 16"High . 221 sq ft 2412-F, 24?.'Wide 02"High 274 sq ft 2416-F 24."Wide x 16"High 362 sq ft 32084 32"Wide x 8"High . H 252 sq ft Finishes Black Kynar Light G rey. Kyna r Light Tan Kynar . White'Kynar No Finish (for field painting) . Frame: 1-1/4" DEEP,.1" Front Flange; heavy gauge extruded aluminum sections, minimum .125" thickness Blades: Heavy.gauge extruded aluminum sections,-minim6m .063" thickness Construction: Extruded.aluminum sections mechanically fastened Insect/Rodent Screen: Heavy-duty aluminum insect & rodent screen; rear mounted FLOOD SOLUTIONS, LLC . One Industrial Park Drive . Bldg. 27 'PROJECT: Pelham NH, 03076 . Toll. Free: 1-800-325-9775 CONTRACTOR: In NH: 603-595-5222 . Fax:603-595-4778 RETAILER: www.floodsolutions.com s.com info@floodsolutionDATE: CERTIFICATION OF ENGiNEERED FLOOD OPENINGS (FEMA TB-1 August 2008) I do hereby certify that the FLOOD SOLUTIONS LLC Flood Vent properly installed and sized in accordance with Federal Emergency Management Agency's (FEMA's) National -Flood Program regulations is.designed to automatically equalize hydrostatic flood forces on exterior walls -by allowing for entry and exit of floodwater during floods up to and including the base 100-year flood. i also do hereby certify'that l calculated the Non Engineered Net Free Air and Engineered Opening size for each -model and size of FLOOD SOLUTIONS 'LLC flood vents, The results of the calculations are recorded in the table below. The Engineered size opening calculation was performed using the. formula in' FEMA Technical Bulletin 1— August 2008, Openings in Foundation Walls for Buildings Located in Special Flood Hazard Areas in accordance with the Nationa� Flood Insurance Program.(NFIP) and ASCE/SEI,24-05, Flood Resistance Design and Construction., measured the Non Engineered Net Free Air by calculating the. minimum distance. between the top blade and the top of the vet times the clear opening width n. of the vent; plus the minimum distance between the bottom blade and the bottom of the vent the clear opening width of the vent; plus the minimum distance between each blade times the number of -spaces between the blades in. vent times.the clear opening width of the vent. . I used the formula in TB 1—.August 2008 (A° = 0.033 [1/C] RAM) to determine the Engineered Opening size for each model listed below. I used the foliowing assumptions: AO = total net area. of openings. required -(in'); 0.033.= coefficient corresponding to a factor of safety of 5.0 (in2 hr/ft3); c = 0.40 opening coefficient (ASCE 24 Table 2-3 "rectangular, long axis horizontal, short axis vertical unobstructed during design flood") or C = 0.35 (square unobstructed during design flood); R = 5 ft/hr worst case rate of.rise and fall; and AM =1 ft2.total enclosed area. i Note: When the horizontal dimension is twice or more the vertical dimension, use 0:4; as the dimensions approach a square, interpolate from 0;4 to 0:3�. Ao / Ae = 6.633 [1/C] R = 0.033 [1/0.40 for rectangle, long axes horizontal] = 0:4125 my per ft' or Ao / Ae = 0.033 [1/C] R = 0.033 [1 / 0.35 for square] _ .4719 in? per fta ;. Each individual opening, and any louvers, screens,.or other covers, shall be designed to allow automatic. entry and exit of floodwaters during design flood or lesser flood conditions; there shall be a minimum of two openings on different sides of each enclosed area; if a structure has more than -one enclosed area - below the DFE, each area shall have openings; openings shall not be less than 3 inches in any direction in the plane of the wall;_the bottom of each required opening shall be no more than 1 ft. above the adjacent grade; the difference between the exterior and interior floodwater levels shall not exceed 1 ft. during baseflood conditions; in the absence of reliable data on.the rates of rise and fall, assume a rate of. rise and fall of 5ft/hr; where data or analysis indicated,, more rapid rates of rise and fop, the total net area of the required openings shall be increased to account forthe higher rates of rise and fall. MODEL Number Flood Solutions: SIZE of OPE14ING: (WIDTH X HE[GHT) Net. Free Alf . (square. inches):. ENGINEERED OPENING Each vent covers: (square ft.) 1412-F- 14-1IV x 12" 67 145 1509-F 16"x 9-1/2" 55, 131 1608-F 16" x 8" 51 124 1608-D 16" x 8" 51 124 1668-C 16" x 8" 65 158 16164 16" x 16" 104 221. 2616-D 16" x 16" 102 216 2412-F 24" x 12", 113 274 2412-D 24"x 12" 110 267 2416-F 24" x 16" 156 362 24164 24" x 16". 154 .. 357 3208-F 32" x 8" 104 292 A208-D 32" x 8" 104 252 SIGNATURE: NAME: DANIEL G. FARABAUGH. TYPE OF LICENSE: PROFESSIONAL ENGINEER STATE: FLORIDA LiCENSE NUMBER: 48349 DAN FARABAUGH, P.E. FARABAUGH ENGINEERING AND TESTING, INC. 401 WIDE DR., MCKEESPORT, PA 15135 PHONE:412-751-4001 FAX:412-751-4003 rcc icc icc C PMG � USTED . Look for the trusted marks of Conformity! "2014: Recipient of Prestigious Western States Seismic Policy Council (WSSPCJ Award in Excellence" A Subsidiary of ICC-ES Evaluation- Reports are not to be construed as representing aesthetics or any other attributes not "a" specifically addressed nor are they to be construed_ as an endorsement of the subject of the report or a recommendation or its use. There is no warranty b ICC Evaluation Service LLC express or implied, as..: OPS .f h' Y � p pto any,rnding or other matterin this report, or as to any product covered by the report. +. Awftcae Copyright © 2015 IMES Evaluation Report ESR-3760 Issued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800) 325-9775 www.floodsolutions.com i nfo(dfioodsoluti ons. com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012 and 2009 Intemational Building Code® ■ 2015, 2012 and 2009 International Residential Code® Property evaluated: Water flow 2.0 USES Flood Solutions' static flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. 3.0 DESCRIPTION 3.1 General: Flood Solutions' static flood vents are engineered, permanently open flood vents with no moving parts that automatically allow flood waters to enter and exit enclosed areas. The vents are constructed of aluminum and available in four models. See Table 1 for model designations and sizes. See Figure 1 for illustrations of the flood vents. 3.2 Engineered Opening: The Flood Solutions static flood vents comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a rate of rise and fall of 5 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, the static flood vents must be installed in accordance with Section 4.0 of this report. 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ventilation. See Table 1 A Subsidiary of the International Code Council® for .net free area for under -floor ventilation provided by each of Flood Solutions' static flood vents. 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be installed into walls or doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the vents must be installed as follows: • With a minimum of two opening on different sides of each enclosed area. • With a minimum of one vent for the square footage of enclosed area noted in Table 1. • Below the base flood elevation. • With the bottom of the vent located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The static flood vents must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 5.2 The static flood vents must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive, literature and installation instructions. 6.2 Detail drawings. 6.3 Engineering calculations in accordance with ASCE/SEI 24. 6.4 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10.), dated June 2014. 7.0 IDENTIFICATION The Flood Solutions static flood vents recognized in this report must be identified by a label bearing the manufacturer's name (Flood Solutions), the model number, and the evaluation report number (ESR-3760). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recornmendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any f nding or other matter in this report, or as to any product covered by the report.WMI , copyright © 2015 Page 1 of 2 IMES Evaluation Report ESR-3760 FBC Supplement Issued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800) 325-9775 www.floodsolutions.com i nfo(abfloodsoluti ons. com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Flood Solutions' flood vents, recognized in ICC-ES master evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code —Building (FBC) ■ 2010 Florida Building Code —Building (FBC) ■ 2014 Florida Building Code —Residential (FRC) ■ 2010 Florida Building Code —Residential (FRC) 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3760, comply with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the Flood Solutions' flood vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the FBC and the FRC for structures not subject to 2010 FBC Section 2326.1 or 2010 FRC 4409.13.3.1, as applicable. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, issued March 2015. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not .specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. twf, Copyright © 2015 Page 1 of 1 FEMA COMPLIANT ENGINEERED .FLOOD VENTS FLOOD SOLUTIONST"" MODEL "F" 1�A - MOUNTING HOLES BLADE. WITH STORM DRIP RODENT - .. SCREEN LLL .. RODENT. INSECT .. w SCREEN SCREEN INSECT BLADE WITH - SCREEN - STORM DRIP .: .. .: WATER " - MOUNTING ' ,. . STOP .. HOLES .. .. .. WATER STOP . OVERLAP WALL FLANGE FEMA Compliant Engineered Flood Vents meet FEMA requirements when installed properly. • Use at least 2 flood vents per -enclosed area below flood grade; installed on at least two separate walls. • The bottom of the flood vent opening must not be higher than-12 inches above the grade. . • At least 1 square inch of engineered opening for every1 square.foot of enclosed space. i. An engineered certificate from the state in which.the building is located is, required for all engineered openings without ICC-ES certification. Qty Model Minimum Opening Required. Engineered Opening Covers 1412-F 14�1/2"Wide x 12"High 145 sq ft -1608-F 16"Wide x 8"High" 124 sq ft 1616-F 16"Wide x 16"High . 221 sq ft 2412-F 24"Wide x 12"High 274 sq' ft 2416-F 24"Wide x.16".High 362 sq ft 3208-F 32".Wide x 8"Hiigh 252 sq ft'. Finishes Black.Kynar Light Grey Kynar Light Tan Kynar_ White Kynar:. No Finish (for field painting) Frame: 171/4" DEEP, 1" Front Flange;,heavy gauge extruded aluminum sections, minimum .125" thickness Blades: Heavy gauge extruded aluminum sections, minimum .063" thickness Construction: Extruded aluminum sections mechanically fastened Insect/Rodent Screen: Heavy-duty aluminum insect & rode- nt.screen; rear mounted FLOOD SOLUTIONS, LLC. . One Industrial Park Drive Bldg.27 Pelham NH, 03076 Toll Free: 1-800-325-9775. _ In NH:.603-595-5222 Fax:603=595-4778 www.floodsolutions.com Engineered FloodVenu info@floodsolutions.com CERTIFICATION OF ENGINEERED FLOOD OPENINGS (FEMA•TB-1 August 2008). I do hereby certify that the FLOOD SOLUTIONS LLC Flood Vent properly installed and sized in. accordance with Federal Emergency Management Agency's (FEMA's) National Flood Program regulations is designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for entry and exit of floodwater during floods up to and including. the base 100-year flood. a I also do hereby certify that I calculated the Non Engineered Net Free Air and Engineered Opening size for each model and size of FLOOD SOLUTIONS LLCflood vents. The results of the calculations are recorded in the table below. The Engineered size_ opening calculation was performed using the formula in FEMA Technical Bulletin _1—. August 2008,:Openings in Foundation_Walls for Buildings Located in Special Flood. Hazard Areas. in accordance.with the National. Flood Insurance Program (NFIP) and ASCE/SEI 24-05, Flood Resistance Design and Construction: . I measured the Non Engineered Net Free Air by calculating the minimum distance between the top blade and the top of the vent times the clear opening width of the vent; plus the minimum distance between the bottom blade and the bottom of the vent the clear opening width of the vent; plus the. minimum distance between each blade times the number of spaces between the blades in vent times the clear opening width of the vent. I used the formula in TB 1—August 2008 (A° = 0.033 [1/C] RAe) to determine the Engineered Opening size for each model listed below. I.used the following assumptions: A° = total net area of openings required (in2); 0.033 = coefficient corresponding to a factor of safety of S.0 (in2 hr/fts); c = 0.40 opening coefficient (ASCE 24 Table 2-3 "rectangular, long axis horizontal; short axis vertical unobstructed during design flood") or C = 0.35 (square unobstructed during design flood); R = 5 ft/hr worst case rate of rise.and fall; and A6 =1 ft2 total enclosed area. Note: When the horizontal dimension is twice or more the vertical dimension, use 0.4; as.the dirimensions approach a square, interpolate from 0,4 to 0.35: ..5 AO / Ae = 0.033 [1/C] R = 0.033 [110:40 for rectangle, Long axis horizontal] = 0.4125 inz per ftz or Ao / Ae. = 0.033 [1/C] R = 0.033 [1 / 0.35 for square] _ .4719 inz per ftz Each individual opening, and any louvers, screens, or other.covers, shall be designed to allow automatic entry, and exit of floodwaters during design fiood or lesser flood conditions; there shall be a minimum of two openings on different sides of each enclosed area; if a structure has more than one enclosed area .: below the DFE, each area shall have openings; openings shall not be less than.3 inches in any direction in the plane of the wall;. the bottom'of each required opening shall be no more.than 1 ff. above the adjacent grade; the difference between the exterior and interior floodwater levels shall not exceed 1 ft. , during . base flood conditions; in the absence of reliable data on -the rates of rise and fall, assume a rate of rise. and fall of 5ft/hr;.where data or analysis indicated more rapid rates of rise and fall, the total net area of the required openings shall be Increased to account for the higher rates, of rise and fall. MODEL Number Flood Solutions: SIZE of OPENING: (WIDTH X HEIGHT) Net Free.Air -(square inches): ENGINEERED OPENING. . .Each vent covers: (square ft.) 1412-F . 14-1/2" x 12- 67 145 15094 16"x 9-1/2" 55 _ 131 160&F 16" x 8" 51 124 1608=D 16" X 8" 5.1 .124 1608-C 16" x 8" 65 158 1616-F: 16" x 16" 10.4 221 1616-D 16" x 16':' 102 . . 216. 24412-F 24" x 12" 113 274 2412-D. 24"x 12" .110 267 2416-F 24" x;16" 156 362. . 2416-D 24" x 16" . 154 $57 3208-F 32" x 8"- 104 - 252 3209-D 32" x 8" 104 . 252 SIGNATURE: NAME r DANIEL G. FARABAUGH . TYPE.OF LICENSE: PROFESSIONAL ENGINEER STATE:• FLORIDA LICENSE NUMBER: 48349 DAN FARABAUGH, P.E. FARABAUGH ENGINEERING AND TESTING, INC. 401 WIDE DR., McKEESP.ORT; PA 15135 PH16NE: 412-751-4001. - FAX: 412-751-4003 „`Q EEfo 4>3349 o*a o P � • � C 4TATII: V.IF 0 1 O O Lz .