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HomeMy WebLinkAboutCIRILLO AC APP ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 130, Permit Number: 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: Mechanical Address: ? b .cry C. Legal Description: ( } Property Tax ID#:_L I a , k 0 Lot No. 454 Site Plan Name: Block No. Project Name: ( § ( Setbacks Front Back: Right Side Left Side: LIKE FOR LIKE A/C CHANGE OUT . q1 5",se-e��sje�u,,, " ffidditiMonal!Prme under t is permit-check all Ihal apply: 1JHVAC Gas Tank ❑Gas Piping Shutters F]Windows/Doors 11 _ Electric F Plumbing F]Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ Utilities: [�]Sewer R Septic Building Height: Name "r, v C_ F JV1 IC Name: JOSE RAMIREZ Address:5 - " Company: EAST COAST MECHANICAL City: State:FL Address: 1500 N HIGH RIDGE RD Zip Code:,> Fax: City: BOYNTON BEACH State:FL Phone No. >3 1 :�,Sl 1 Zip Code: 33426 Fax: (561)493-2701 E-Mail: Phone No. (561) 586-3739 EXT 2020 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@ECMSERVICE.COM from the Owner listed above) State or County License: CAC036812 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: 4 Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 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 our Notice of Commencement. Signature 0 ner/Agent/Less a Signatur of ontractor/Licens of r STATE OF FLORIDA STATE OF FLORIDA COUNTY OF PALM BEACH COUNTY OF PALM BEACH The forgoing instr nt was acknowledged before me The forgoing instrument was acknowledged before me this day of ) 20 IS by this. day of_ _L_� _,20_& by JOSE RAMIREZ 1 CHUCKlAW JOSE RAMIREZ (Name of person acknowledging) NOTARYPUBUC (Name of person acknowledging) STATE OF FLORID NOTARY PUBUC STATE OF FLORIDA CW"FF972357 z FFM7 2D (Signkfure of Notary Public-State of ri a) (Sign 'ure of Notary Public-State of Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Seal) Commission No. (Seal) Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS F P 0 V f Q 0 t 0 t Certificate of Product Ratings AHRI Certified Reference Number:9155729 Date:08-28-2018 Model Status:Active AHRI Type:HRCU-A-CB Series:COMFORT15 HP Outdoor Unit Brand Name:CARRIER Outdoor Unit Model Number (Condenser or Single Package):25HBC560A*030* Indoor Unit Model Number(Evaporator and/or Air Handler):FX4DN(B,F)061 L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2,Performance Rating of Unitary Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity(A2)-Single or High Stage(95F),btuh:57000 SEER:15.00 EER(A2)-Single or High Stage(9517):12.50 Heating Capacity(H12) Single or High Stage(47F):56000 HSPF(Region IV):8.50 t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntaa re-rate. The new oublished rating is shown along with the previous i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link w<:make(lie betteN" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. -- ----- ©2018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131799593170766209 10MV ENGINEERING Technical Evaluation Report IQVpk EXPRESS Is DIVISION:23 08 OD—COMMISSIONING OF HVAC EJt.P.E.R.T.(Engineering Ezpmt Product Evaluation Report) THIS DOCUMENT CONTAINS 15)PAGES:THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106,DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954)364-0660(ENGINEERINGEXPRESS.COM (issued January 1,2018 Subject to Renew July 1,2019) or next code cycle change) EVALUATION ' ' ' TER-16-3190.1 REPORT HOLDER: Florida Building Code Sixth Edition(2017) CARRIER ENTERPRISE OF FLORIDA Carrier 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954)247-2003 1 FL.CARRIERENTERPRISE.COM SCOPE OF EVALUATION(compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Building Code Sixth Edition(2017)per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC PURPOSES ONLY.ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has UNiT CASING MATERIAL: been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE 0.86mm galvanized sheet steel ASTM A653 EDDS cold roiled steel for REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS SEAL OF THE EVALUATING ENGINEER. cold rolled steel for base pan. Side protector steel grille ASTM A510 02.03mm vertical wire and 02.68mm horizontal wire,secured with#10-16 SUBSTANTIATING DATA: sheet metal screws Into top and base pan. •Product Evaluation Documents Substantiating documentation has been submitted to support this TER and INSTALLATION: is summarized In the sections that follow. Shall follow manufacturer specifications as well as the information provided •Structural Engineering Calculations herein. Structural engineering calculations have been prepared which evaluate the STRUCTURAL PERFORMANCE: product based on comparative and/or rational analysis to qualify the Models referenced herein are subject to the following design limitations: following design criteria: ASCE7-10 Exposure Category C,Risk 11 • Maximum allowable unit panel wind pressure connection Up to and Including 175mph(Vult)for up to 200'MRH**.HVHZ*** integrity Up to and including 170mph(Vult)for up to 250'MRH**.HVHZ*** • Maximum allowable uplift,sliding,&overturning moment Up to and Including 200mph(Vult)for up to 56'MRH**.Non-HVHZ*** for ground and roof applications Ground or Roof Application per Installation instructions **Mean Roof Height***High Velocity Hurricane Zone Calculation summary for this TER Is provided in the forces summary Maximum Rated Wind Pressure: table. No 33% increase in allowable stress has been used In the design of this product. Microsoft Excel was used to carry out the 193psf Lateral, 93psf Uplift(ASD) calculations present in this report. Site specific wind analysis may p y y produce atternaie !Imitations provided INSTALLATION: maximum rated wind pressure is not exceeded. The product(s)listed in this report shall be installed in strict compliance ORIGINAL SIGN;85 ND RAISED SEAL with this TER&manufacturer-provided model specifications. The product components shall be of the material specified in the OR DIGITAL SEAL REQ0 BE VALiD PER CODE: manufacturer-provided product specifications.All screws must be Installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. J 018 LIMITATIONS&CONDITIONS OF USE: Frank L.$ennardo, P.E., Signed by If Checked: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. ENGINEERING EXPRESS* ordon DiBattisto,PE FL PE#0046549 FLCAL PE#82328 OPTIONS: NOTICE;IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE&ENGINEER SEAL: This evaluation is valid for all CARRIER models present in the table located IF THERE Is A DIGITAL SIGNATURE ON PAGE 1,THIS DOCUMENT IS PART OF A DIGITALLY On the final page. SIGNED FILE,SHALL REMAIN IN DIGITAL FORMAT&PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSiDERED SIGNED AND SEALED,IF THERE 5 NO DiGITAL SIGNATURE ON PAGE FINISH: 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE&SEAL,THIS Baked enamel. DOCUMENT 5ACOPY/DRAFT. Copyright®2018 Engineering ExpresstD /Frank L Bennardo PE.,Inc.All Rights Reserved The FBC 6a EdHW(2017)defines APPROVED SOURCE(Section202)as:`An Independent Penton,Inn or corporation,approved by the btAdrrg otAcial,who Is competent onFF-F" I. in the application of engineering principles to materiels,method;or systems analyses'Enpinsedng E*ross*professionals meet the competency requirements as deined in Ire FBC and can segirtosneering Express®Is regularly engaged in conducting and providing engineering eveluseons of slnpla-etnnent and full-scale building cyatems. 13'-N ' CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 SECTION 2 PRODUCT INSTALLATION Condenser Unit �p Note:installers must ensure ID @ that sorrn used to fasten the tq 0e4own clips with the unit W base pan do not touch the colt In order to prevent any damage to the coff. Roof or ground Q 0 structure/substrate (concrete,steel, aluminum see schedule below) (GROUND TIE-DOWN CLIP(1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD V wide ASTM A663 galvanized steel 0.07'thick of varying length(FL18731.2)or equivalent for all cabinets god down to a roof structure or ground structure;fasten clip to stricture using anchor from Anchor Schedule to Host Structure Table end(2)#10 SS 410 self-ddNing screw to fasten clip to unit base pan.Install In unit with quantities shown In Tle-down Strap&Clip Schedule.Locate clips at 3'm!n away from the appropriate comer using four clips per side (two at each comer) and four Gips opposite side in the some configuration. Miami Tech kit#CBCUTD4KG for ground& kit# CBCUTD4KR for roof application. Tie-down clips 1 or 2. See tables below Note: Unit shown for Illustration purposes only. for specifications TIE-DOWN STRAP&CLIP SCHEDULE Fna Ground or Roof Tle-down fie-down Tle-down Cabinet+ Height* Strap Strap Clips(1) pips(2) O 0 Ground NA NA 8 4 0 0 0 Table 1 Up to 60 W 2 Required 8 4 GROUND Up to 120'(150') 2 Required 8 4 ( CLIP(2) (GROUND AND ROOF APPLICATION) Up to 201(250') 2 Required 1 8 4 Ground NA NA 8 4 BMP Clips 2'wide ASTM A283(Grade D)steel 0.113'thick of varying length for all cabinets tied down to a roof structure w ground structure Tablet U to60' 80' 2 Re uired 8 4 or equivalent clips;fasten clip tosWcture using(2)anchorfromAnchor Up to 120'(150') 2 Re uired 8 4 Schedule to Host Structure Table and(4)#12 SAE Grade 5 sheet U to 200 150 2 Required 8 4 metal screw to fasten clip to unit base pan.Install in unit with quenthies p ( ) q shown In Tie-down Strap&Clip Schedule.Locate clips at 3'from the appr*The value shown in parentheses indicates the allowable roof height in 170m h conditions.i.e.6080 ( 7 SMP' Part comer. P BMP paart ntsctber TD-042. Indicates an allowable roof height of 60'for 176mph or 80'for 170mph Vult +See tables on test page for cabinet classification. Tie-down Stray,&Clip: Note: (for roof applications) Straps shall be wrapped as shown In details on section 4.The straps shall be tightened to a snug fit around the un8. Straps she#be 1'wkith and 22gs galvanized metal.For Non HVHZ,use(2)metal -Minimum edge distance 3"from the unit comers. straps,up to 56'MRH.Values shown In table are minimum specified. Using stronger straps per each height is allowed at installers discretion. -Use a minimum of tie-down straps per side equally spaced. -Clip height shall be adequate to fit SMS within base pan ANCHOR TO HOST STRUCTURE SCHEDULE height.Verify height on site. AnchOrT e -Place an adjacent(1)#10 SMS to avoid the straps slip off. Unit Ground or Roof Concrete 1/8"Min 1/8"Min Anchor Types to Host Struchrre: Model" Height* 3,000Psi A36Steel 6061-T6 A. — 1/4' ELCO ULTRACON SS4 Anchor Aluminum embedded 13/4—in 3,000 psi concrete.21/2'from Ground A NA NA edge minimum.NOA No.15-1205.05 U t ' ' NA B B I B.—1/4"-20 UNC SAE Grade 5 bolt min.1/2"from Table 1 U to 120' 150' NA 8 B I edges with nut and washer OD 1' Up t 250' NA B Ground A NA NA U to ' 0' NA NA.-No anchors apply. Table 2 U to NA B I Up to 2W NA B �Lj IN ALL CONDITIONS IT 18 THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY,LATERAL,AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN.NO WARRANTY OF ANY KIND,EXPRESSED OR IMPLIED,IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS's 160 SW 121"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 2 of 5 2018 Engineering (954)354-0660 ENGINEERINGEXPRESS.COM Frank L.BennardoPE.IncAIIRights Reserved CARRIER SPLIT UNITS Engineering Express® ! TER-16-3190.1 SECTION 3 SUPPORTING CALCULATIONS&SUMMARY FORCES SUMMARY Large Short Short Short Unit Ground or Roof lateral Uplift large Side Large Side Side Side Side Side Uplift Model+ Height* Pressure Pressure Force Overturn Tension Force Overturn tension Forte (Psf) (Psf) (Ibs) (Ibs-in) (Ibs) (Ibs) (Ibs) (Ibs-in) (Ibs) Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Table 1 Up to 60'(80') 151,2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 12U(150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 Up to 200'(250') 193.0 93A 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0 Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Table 2 Up to 60'(8U) 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 12Y(150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 Up t0 200'(250') 193.0 93.4 2155.0 63393.3 1 1951.0 12155.01 63393.3 1951.0 794.0 Calculations performed according to the Information provided by the client.Cabinets were assumed solid(0%porosity)for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Additional Unit Applied Force on Add I reinforcement Ground or Roof Wind Screw Qty Model + Height* Pressure Needed Panel Name Panel required beyond (lb/ft2) (lbs) (PCs) original manufacturing TOP PANEL 0.0 0.0 Ground CONTROLCOVER 43.2 50.4 No SERVICE PANEL 43.2 91.4 TOP PANEL _73.1 621.9 Up to 60'(80') CONTROL COVER 151.2 176.5 No Table 1 SERVICE PANEL 151.2 319.9 TOP PANEL 84.1 715A Up to12V(150') CONTROLCOVER 173.8 202.9 NO SERVICE PANEL 173.8 367.7 TOP PANEL 93.4 794.5 Up to 200'(25Y) CONTROL COVER 1 193.0 225.3 No SERVICE PANEL 193.0 408.4 TOP PANEL 0.0 0.0 - Ground CONTROLCOVER 43.2 50.4 No SERVICE PANEL 43.2 91.4 TOP PANEL 73.1 621.9 Up to 60'(80') CONTROLCOVER 151.2 176.S No Table 2 SERVICE PANEL 151.2 319.9 TOP PANEL 84.1 715.4 Up to 120'(150') CONTROLCOVER 173.8 202.9 No SERVICE PANEL 173.8 367.7 TOP PANEL 93.4 794.5 Up to 200'(250') CONTROLCOVER 193.0 225.3 - No SERVICE PANEL 193.0 408.4 The value shown in parentheses Indicates the allowable roof height in 170mph conditions. i.e.60'(80)Indicates an allowable rod height of 80'for 176mph or 80'for 17omph Vult. +See tables on sheet 5 for cabinet classification. ENGINEERING EXPRESS®160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 3 of 5 Copyright 0(954)354-0660 ENGINEERINGEXPRESS.COM Frank L.Seno do O Engineering18 PE,IncAllll Rlghts Reserved CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 rr SECTION 4 DETAILS (2)1"x22gs GALV. ASTM A36 STEEL STRAP.STRAPS SHALL BE SECURELY TIGHTENED SNUG All AGAINST UNIT,TYP. CONTROL BOX V B STAND RAIL D (BY OTHERS), TYp, SUPPORT ANGLE SEE DETAIL SEE NOTE BELOW s MECHANICAL UNIT 2 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC N.T.S. BACK ISOMETRIC DATUM FACE C B CLIP STAND RAIL (BY OTHERS), a � `..�TYP. V / DIM.1 DIM.2 STAND RAIL (BY OTHERS), SUPPORT ANGLE TYP, SEE NOTE BELOW DIM.4 (2)#14 SMS AT EACH DIM.3 STRAP END TO WEB OF \ THE SUPPORT ANGLE ` CLIP® 3 SUPPORT ANGLE MECHANICAL UNIT ��� SEE NOTE BELOW N.T.S. FRONT ISOMETRIC 4 TIE—DOWN CLIP LAYOUT CONTROL GRILLE, N.T.S. PLAN COVER TYP, o! i TIE-DOWN i (1)1"x22ga CLIP A. GALV.ASTM SEE CLIP6 STEEL NOTE ' :' I, 4 STRAP,SHALL i a$ oQ ea UNIT obi-STEAM TIE-DOWN CLIP OFFSETS: + BO dO UNIT BASE ON OPPOSITE DIM,1 5.00-MAX OFFSET FROM DATUM FACE PAN I ST[)E. DIM.2 5.00"MAX OFFSET FROM OPPOSITE FACE ANCHOR PER (2)=14 SMS AT DIM.3 5.00"MAX OFFSET FROM DATUM FACE SUPPORT ANGLE, q SCHEDULE EACH STRAP END DIM.4 10.00-MAX OFFSET FROM OPPOSITE FACE _SEE NOTE _ STAND RAIL —TO UNDERSIDE OF (I-BEAM)BY THE I•BEAM OTHERS 5 TIE—DOWN CLIPS & STRAPS N.T.S. ELEVATION Note: Miami Tech support angle part number CBCA830K,CBCAB42K,under NOA#16-0601.01 or equivalent is permitted. ENGINEERING EXPRESSO 160 SW 12"`AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 of 5 (954)354-0660 ENGINEERINGEXPRESS.COM k L,BaCopyright rdo PE Engineering is Reserved Frank L,Bennarda PE,Inc.All Rights Reserved -CARRIER SPLIT UNITS Engineering Express' TER-16-3190.1 CABINETS&DIMENSIONS TABLE i TABLE 2 LINITMODEL WIDTH DEPTH HEIGHT WEIGHT UNITMODEL WIDTH DEPTH HEIGHT WEIGHT (In) (in) (in) (Ilds) (in) (in) (in) (ibs) CH14"018 23.13 23.13 35.25 136 25HB`518 .31.19 31.19 28.94 169 CH14"024 25.75 25.75 35.25 144 25HB'524 35.00 35.00 32.31 200 CH14"030 31.19 31.19 31.81 158 25HB'530 35.00 35.00 32.31 196 CH14'•036 31.19 31.19 28.44 170 25HB'536 35.00 35.00 35.75 215 CH14"042 31.19 31.19 39.13 201 25HB'542 35.00 35.00 28.94 245 CH14"048 31.19 31.19 28.44 197 25HB'548 35.00 35.00 28.94 260 CH14"060 31.19 31A9 31.81 212 25HB'560 35.00 35.00 39,13 294 CA16"18 31.19 31.19 28.44 142 25HC'418 23.13 23.13 35.25 136 CA16"24 31.19 31.19 28.44 142 25HC'424 25.75 25.75 38.50 144 CA16"30 31.19 31.19 31.81 150 25HC'430 31.19 31.19 31.81 158 CA16"36 35.00 35.00 28.44 165 25HC'436 31.19 31.19 28.44 170 CA16"37 35.00 35.00 29.69 165 25HC'442 31.19 31.19 39.13 201 CA16"42 35.00 1 35.00 39.13 213 25HC'448 31.19 31.19 28.44 197 CA16"48 35.00 35.00 39.13 264 25HC'460 31.19 31.19 31.81 212 CA16"60 35.00 35.00 45.94 272 24AB'618 23.13 23.13 28.69 125 CA14"18 23.13 23.13 24.81 123 24AB624 31.19 31.19 28.31 1 147 CA14"24 25.75 25.75 25.00 119 24AB'630 31.19 31.19 32.31 153 CA14"30 31.19 31.19 31.81 151 24AB'636 35.00 35.00 28.31 165 CA14'•36 31.19 1 31.19 24.81 134 24AB'642 35.00 35.00 39.13 213 CA14"42 31.19 31.19 39.13 192 24AB'648 35.00 35.00 32.31 264 CA14"48 31.19 31.19 28.44 182 24AB'649 35.00 35.00 39.13 231 CA14"60 31.19 31.19 31,81 197 24AB'660 35.00 35.00 1 45.94 272 24AB'330 23.13 23.13 28.69 111 24AB'661 35.00 35.00 45.94 272 24AB'336 25.75 25.75 32.08 141 24AC'418 23.13 23,13 24.81 123 24AB'342 31.19 31.19 32.08 190 24AC'424 25.75 25.75 25.00 119 24AB`348 31.19 31.19 35.50 186 24AC'430 31.19 31.19 31.81 151 24AB'360 31.19 31.19 28.69 198 24AC'436 1 31.19 1 31.19 24,81 134 24AC'442 31.19 31.19 39.13 192 24AC'448 31.19 31.18 28.44 182 0 24AC'460 31.19 31.19 31.81 197 w H Note:Image Is not to sale and is for Illustration purposes only. Actual units may dtlferegghtiy In appearance. LIMITATIONS&CONDITIONS OF USE: Use of this product shall be In strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction.Host structure conditions which are not accounted for In this product's respective anchor schedule shag be designed on a site-spedfic basis by a registered professional engineer.hlo evaluation is offered for the host supporting structure by use of this document Adjusbnent factors noted heroin and the applicable codes must be considered,where applicable.All supporting components which are permanenUy-kutalled shell be protected against corrosion,contamination,and othersuch damage alas times.Fas"re must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member.As anchors,screws,straps,clips,and adschmem part an be substituted for equhalent parts,as long as the capaddes of the equivalent parts are equal or stranger. Unit integrity Is not mandatory,however,this TER cedliaes regardless.This evaluation does not offer any evaluation to most large missile Impact debris requirements which typically are not required for this type of product.All of the wind resisting exterior panels,Individually meet or exceed their capacity to resist the design wind bads as stated in the calculations as required by the Florida Building Code Sixth Edition(2017).Due to the Indeterminate nature of these units,distortion and detection cannot be accurately evaluated,but with diaphragm action of external components and Internal etigeners,the base unit has the capacity to withstand these forces with indl4duai external pans being contained. Yearly inspections,during equipment maintenance or after a named storm;0 screws,cabinet components,caps, anchor,bolts,straps and cables are to be verified by the A!C contractor.All damaged cabinet components,loose,corroded,broken screws or anchor bolts shall be replaced to ensure structural Integrity for hurricane wind forces. ENGINEERING EXPRESSm 160 SW 12TN AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 5 of 5 954 354-0660 ENGINEERINGEXPRESS.COM Copyright rdo PE Enc.AN Rights is Reserved ! Frank L.Bennardo PE,Inc.AN Rights Reserved