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HomeMy WebLinkAboutBuilding Permit ApplicationAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMIT TYPE: Address: 7203 Lakeland BLVD Property Tax ID #: 1301-612-0139-000-9 Site Plan Name: Project Name: Nancy Naughton Permit Number: Building Permit Application Commercial Residential xxx A/C Change Out -Carrier 2.5Ton 16Seer 8KW-CA1 6NA030/FV4CN F002L Lot No. 29 Block No. 123 Additional work to be performed under this permit – check all that apply: ) &Mechanical _ Gas Tank _ Gas Piping _ Shutters _ Windows/Doors Electric _ Plumbing _ Sprinklers _ Generator _ Roof Total Sq. Ft of Construction: Cost of Construction: $ 5175.00 Name Nancy Naughton Address:7203 Lakeland BLVD Sq. Ft. of First Floor: Utilities: —Sewer _Septic Building Height: City: Fort Pierce State: _ Zip Code: 34951 Fax: Phone No. 772-461-1281 E -Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Name: Jeffrey Lindstrom Company: Lindstrom Air Conditioning Address: 3581 W McNab Rd City: Pompano Beach State: FI Zip Code: 33069 Fax: Phone No 772-600-4088 E -Mail dulcem@lindstromair.com State or County LicenseCAC056971 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. Pitch SUPFL�NfENTAL CtJNSTRUCTf�N Li�N I^A1N INFQRMATIflN y X j 4 DESIGNER ENGINEER: _ Not A licable / Pp .. .,..;,.. .. 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: 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 WARN INq,I' 0 .,VN ER: Your failure to Record a Notice of Commencement ay result in your paying twice for improvevhents to your property. A Notice of Commencement must,be r corded and posted on the jobsite before rhe first irispec flon. If you intend to obtain financing, cons, Glt wit' lendafor an1ttorney before f comm ncin wok o cordin -our Notice of Commencement111�f d Sign: ture f/Owner/' essee/Contractor as Agent for Owner Signa f Contractor/License Holder STATE�/�FLORIDA STA OF FLORIDA COUNTY OF COUNTY OF The forgoing instrument was acknowledged before me this day of ,1 tti, r4 20 L 9 by The forgoing instrument was acknowledged before me this A day of �uc- 20 by —41 Name of person making statement. Name of person making statement, Personally Known k OR ProucedeWPJt; -- D Personally Known ZXOR Produced Identific t� ^ Type of Identification1pP�p�e[ }98`o�#�G1033 Pro du Co Type of Identification �kyP�& DULCE�MR �'' '' ` Commission#OC,103391 e �: 10,202, fires May Produ d j Expires May 10, 2021 Nj�' 90 oalnNeudgetNoterysecvi r T y ;a gnndedThruBudget NoteryServicae dor ` I 4 (i atur`e of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Commission No. (Seal) Commission No. _ (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 9/26/16 A D D t D n' D 1 D RD n :t fD WHITE - Office Copy YELLOW - File Copy PINK - CUSTOMER COPY O w ;n C C C) N F maw 0o w o O 3 '�' O 3 tD �•'6• N N d m _' _'fD .O, ,O-,«• M. ti , ro a e 5 rc _ C 0 9 0 3 ' N - 7 3 IDCD C, G � (p S W N H 3 W M✓ V, (� ➢ Z DC pp 04 O- •p @ h d u a c & � O �' �' to 3 u0, o Om Ga O' m a O rt N• d 3 O m O y O d Z�a .�^.. li < a D o 3 0 7 oz Q w o a 57 <O. 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Cb a i o' CD m o WHITE - Office Copy YELLOW - File Copy PINK - CUSTOMER COPY 9 1 ` AHRI Certified Reference Number : 9198752 Date : 01-25-2019 Model Status : Active AHRI Type: RCU-A-CB Series: 16 SEER AC Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CA16NA030*0**A* Indoor Unit Model Number (Evaporator and/or Air Handler) : FV4CNF002L Region : Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA, AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI, WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. 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 210/240 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 (9517), btuh . 28600 SEER: 16.00 EER (A2) Single or High Stage (95F) : 13.00 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. Ratinqs that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown alono with the previous (i.e. WAS) ratino. 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, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION &to i RIGS ATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.or.;, click on "verify Certificate" link 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. ©2019Air-Conditioning, Heating, and Refrigeration institute CERTIFICATE NO.: 131929282102908450 REPORT HOLDER: ql t CARRIER ENTERPRISE OF FLORIDA 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 Fifth Edition (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 701.1, 706.6.1, FSC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to support this TER and is summarized in the sections that follow. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER is provided in the forces summary table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: 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. OPTIONS: This evaluation is valid for all CARRIER models present in the table located on the final page, FINISH: Baked enamel. NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. UNIT CASING MATERIAL: 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. 0.86mm galvanized steel sheet ASTM A653 for side protector louvers, secured with #10-16 sheet metal screws into top and base pan. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C, Risk it Up to and including 175mph (Vult) for up to 200' MRH". HVHZ"" Up to and including 170mph (Vult) for up to 250' MRH'". HVHZ"` Up to and including 200mph (Vult) for up to 200' MRH'". Non-HVHZ"' Ground or Roof Application per installation instructions "Mean Roof Height "'High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral, 93psf Uplift,le_SQeadLoadi Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: fs:.r, 1, �ejitt3�liber FranlrL::BA ENGINEERffSt 1,CPRE,55t'Ob t^ f; W� PE 40046549 $85 The FBC 14 daflnos APPROVED SOURCE (Section 221 as 'An independent person, firm or corporation, approved by the building offidal,mi o is ccmpelent and experienced in the application of engineering principles to materials, methods or systems analyses' Engineering Express© professionals meet the competency requirements as de5ned n the FBC and can seat their work. Engineering Expresso is regulady engaged In conducting and providing engineering evaluations of single -element and full-scale building systems. CARRIER SPLIT UNITS Engineering Express' j TER -16-3190.2 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY 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 Cabinet` Ground or Roof Height* Panel Name Required Wind pressure (IbJft') Large Side Large Sider Large Short short Short Uplift Ground or Roof Lateral _ _0.0 LOUVER 1 44.1 240.1 LOUVER 2 44.1 178.3 CONTROLCOVER 44.1 63.5 Side Side Side Side CONTROL COVER 193.0 277.4 cabinet+ Height* Pressure (Psf) sUplift Pressure enre Force Overturn n Tension Force Overturn Tension Force Up to 200' (250') TOP PANEL 93.4 1 421.6 0 Yes su (lbs) (lbs -In) CONTROLCOVER 193.0 277.4 0 Medium Ground TOP PANEL Fibs ) 0.0 No _ LOUVER 1 44.1 436.6 LOUVER 2 44.1 362.7 LOUVER 4. (lbs) (Ibs) (lbs -in) (Ibs) TOP PANEL Mini Ground 44.1 0 272.0 5236.0 226.5 272.0 5236.0 226.5 0.0 Up to 200'(25Y) 1910 93.4 1191.0 26897.0 1163.1 1191.0 26897.0 1163.1 347.0 Ground 44.1 0 235.8 3383.3 131.1 227.0 3257.0 121.5 0.0 Small Up to 200'(25Y) 193.0 93.4 1030.9 14793.2 573.4 992.4 14241.3 531.4 421.6 Medium Ground 44.1 0 498.0 11818.0 337.7 498.0 11818.0 1 337.7 0.0 Large U to 200' (250') 193.0 1 93.4 1 2225.0 66678.2 1905.1 2225.0 66678.2 1 1905.1 794.0 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 Cabinet` Ground or Roof Height* Panel Name Required Wind pressure (IbJft') Force on Panel (lbs) Additional Screw tttY Needed (per) Additional reinforcement required beyond original manufacturing Mini Ground TOP PANEL 0.0 NO _ _0.0 LOUVER 1 44.1 240.1 LOUVER 2 44.1 178.3 CONTROLCOVER 44.1 63.5 Up to 200' {250'} TOP PANEL 93.4 3465 No LOUVER 1 193.0 1049.9 LOUVER 2 193.0 779.7 CONTROL COVER 193.0 277.4 small Ground TOP PANEL 0.0 0.0 No LOUVER 1 44.1 235.3 LOUVER 2 44.1 197.9 LOUVER 3 44.1 184.7 CONTROLCOVER 44.1 63S Up to 200' (250') TOP PANEL 93.4 1 421.6 0 Yes LOUVER 1 193.0 1029.4 2 LOUVER 2 193.0 8655 2 LOUVER 3 193.0 807.8 2 CONTROLCOVER 193.0 277.4 0 Medium Ground TOP PANEL 0.0 0.0 No _ LOUVER 1 44.1 436.6 LOUVER 2 44.1 362.7 LOUVER 4. LOUVER4 44.1 243.9 CONTROLCOVER 44.1 635 Large Up to 200' (250'} TOP PANEL 93A 7943 0 Yes LOUVER 1193.0 1909.0 2 LOUVER 2.... 193.0 1585.8 2 LOUVER 3 193.0 929.6 3 LOUVER 4 193.0 10653 3 CONTROLCOVER 193.0 277.4 0 The value shown in parentheses Indicates the allowable root height in 170mph conditions. i.e. 60'(80') indicates an allowable roof height of 130' for 175mph or 80' for 170mph Vult. `See tables on last page for cabinet Gassificatlon and model numbers. Note: any Louver panels contained by straps or clips shall not be reinforced, otherwise reinforce with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. ENGINEERING EXPRESSO 160 SW 121" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGIN £ERINGEXPRESS. COM CARRIER SPLIT UNITS Engineering Express i TER -16-3190.2 CABINETS & DIMENSIONS Cabinet Unit Model Width in Depth in Height in Large 25VN'024 35.00 35,00 44,00 Large 25VN'036 35.00 35.00 44.00 Large 25VN'D48 35.00 35.00 44.00 Urge 25VN*060 35.00 35.00 44.00 Mini 25VN*813 23,13 23.13 31.63 Mini 25VN*824 23.13 23.13 31,63 Mini 25VN*825 23.13 23.13 38.44 Mini 25VN*836 23.13 23.13P44.06 35.75 Medium 25VN*837 31.19 31.19 28.94 Medium 25VN*848 31.19 31.19 28'9T - 8.94Large Medium 25VN*860 31.19 31.19 39.13 Large 25HN*924 35.00 35.00 35.75 Large 25HN*936 35.00 35.00 35.75 Large 25HN*948 35.00 35.00 1 47.44 Large 25HN*960 35.00 35.00 47.44 Large 25HN*624 35.00 35.00 40.63 Large 25HN*636 35.00 35.00 40,63 Large 25HN'648 35.00 35.00 40.63 Large 25HN*660 35.00 35.00 47.44 Medium 25HN*518 31.19 31.19 29.56 Large 25HN*524 35.00 35.00 33.88 Large I 25HN*530 35.00 35.00 37.25 Large 25HN*536 35.00 35.00 37.25 Large 25HN*542 35.00 35.00 30.44 Lar a 25HN'548 35.00 35.00 33.88 Lar a 25HN*560 35,00 35.00 40.63 Mini 24VN*913 23.13 23.13 31.63 Mini 24VN*924 23.13 23,13 31.63 Mini I 24VN*925 23.13 1 23.13 38.44 Mini 24VN*936 23.13 23,13 38.44 Medium 24VN*937 31.19 31.19 39.75 Medium 24VN*948 31.19 31.19 39.75 lar a 24VN*949 35.00 35.00 44.00 Medium 24VN-960 31.19 31,19 43.19 targe 24AN'124 35.00 35.00 40.63 Large I 24AN*136 35.00 1 35.00 47.44 Large 24AN'148 35.00 35.00 47.44 Large 24AN*160 35.00 35.00 47.44 Medium 24AN*724 31.19 31.19 36.38 Medium 24AN*736 31.19 31.19 36.38 Large 24AN*748 35.00 35.00 40.63 Large 24AN*760 35.00 35.00 40.63 Medium 24AN'618 31.19 31,19 29.56 Medium 24AN'624 31.19 31.19 29.05 Medium 24AN*630 31.19 31.19 32.94 Large 24AN*636 35.00 35.00 30.44 Large 24AN*642 35.00 35.00 40.63 Large 24AN*64$ 35.00 35.00 40,63 Large 24AN*660 35.00 35.00 47,44 Mini Cabinet SeCi'gl. dig It � • btti9''�iha t�1' Control cover small Cabinet Note: Image I5 not to state and Is for Illustration purposes only. Actual units may differ slightly In appearance. (/ Tap panel Y� Contra Cover Medium and large Cab'net LIMITATIONS & CONDITIONS OF USE: Use of fills urMuct steal be in stria aCCOrdanm u:tlh Ih•s TER as ndcd ne Rin the supoomng hest slrllcl'ute Shall he des.gned to resist al supec:r,.pos Ed loads as dete,•.^ined by C:he:s on e s fe specd:c bas s as 113",be reg1reo by lite t::: homy tia%sns Juesd:Crcn Items!tu:-;ire conddiatl5 vT:ch are tic! accounted for to ins prcduct s re5o0C'•,�•e anther Schedu'e Shall bo de5+gneo on n S 5pC'1ll_ bass by a ti;^y151ered prc!essional e_:cmeer No e':a:llal,on Is o`feted for the host supporting structure by use of this document, Adju,lnenl faclo•s noted herein and the applicable codes mull be cens!ue;ed. v.here applicable A:! support: +, c -rap -nems V.Nch are permanently instal M shall tie p:cleCled against ccaaSiCn. Cdr,!a.^nat�or,, and o;ttcr such damage i: a'I Cmes Faster must penetrate the SVppO :ng member6 SL':b L`ta: the full ter.gth b1 the threaded pOr;+cn i; CmhCCded Y::Ih,n the main member, All on -,hots sttC'r:5. 51raps, clips and attachrent part can be Wbstlluled (or ewyalent pans as lent' 35 the capoGire5 of the equi,6unl parts are equal or S!ranger. This evaluation does rot offer, any evalua en to meet large m:ssi!e rmoac) deka requirements sah¢h typically are tint required for 1h.s type of prcduct. All of the wind resi Sl.nq extent, panels. inciv.dua:ly mea: Cr exceed their capaGly Is resist the design v.,nd (bads as sm!ed m the cal@talions as requ:rca by the F; -Gila Building Code Hill EU,cn (20141 Due to the indeterm:nale nature of th ese units di5tbnicn add de^.ection cannot be accurately CP31lrated.btn(,if?1 diaphragm ac!!on cf dztemal ccripcnems arid+n;el:als'i:ffensrs, Vie Lase uc4 has the cape,-dy ea PMhstadd these forces rnth indmdust e,tema parts being cocta+ned Yearly inspections, doting equipment mo,menan-c ar aper a nnmed stotm; all screns, cah:nc! c.'mpdndnts, c!i, s. aechcr torts straps and cages are to tie eentied by me NC contractor All dente^y^d [algesi Cpinponenl5. F"7"o' corroded. bfok.an sere:vs or anchor bolts shall be replaced to ensure structural Integrfy for heorcan rird force ENGINEERING EXPRESS 160 SW 127' AVE. SUITE 106 DEERFIELt1 BEACH, FL 33442 Page 5 of 5 (954) 354-0660 ENGiNEERINGEXPRESS.COM Model Width (in) Depth (in) Height (in) kCabl,nelUnit 25HC'624 35.00 35.00 39.13 25HC'636 35.00 35.00 39.13 25HC'64B 35.00 35.00 39.13 25HC66M 35.00 35.00 45.94 Medium 25HC'518 31.19 31.19 28.94 Lar a 25HC*524 35.00 35.00 32.31 Large I 25HC*530 35.00 35.00 32.31 Large 25HC'536 35.00 35.00 35.75 Large 25HC'542 35.00 35.00 28.94 Lar a 25HC*54B 35.00 35.00 28'9T - 8.94Large La rge 25HC*560 35.00 35.00 39.13 Medium 24AC*724 31.19 31,19 35.75 Medium 24AC'736 31.19 31.19 35.75 Large 24AC*748 35.00 35.00 39.13 Large 24AC'760 35.00 35.00 45.88 Small 24AC'618 25.75 26.75 28.69 Medium 24AC'624 3116 3216 28.31 Medium 24AC'630 31.19 31.19 32.31 Large 24AC*636 35.00 35.00 28.31 Large 24AC'642 35.00 35.00 39.13 Large 24AC*648 35.00 35.00 32.31 Large 24AC'660 35.00 35.00 45.94 Mini Cabinet SeCi'gl. dig It � • btti9''�iha t�1' Control cover small Cabinet Note: Image I5 not to state and Is for Illustration purposes only. Actual units may differ slightly In appearance. (/ Tap panel Y� Contra Cover Medium and large Cab'net LIMITATIONS & CONDITIONS OF USE: Use of fills urMuct steal be in stria aCCOrdanm u:tlh Ih•s TER as ndcd ne Rin the supoomng hest slrllcl'ute Shall he des.gned to resist al supec:r,.pos Ed loads as dete,•.^ined by C:he:s on e s fe specd:c bas s as 113",be reg1reo by lite t::: homy tia%sns Juesd:Crcn Items!tu:-;ire conddiatl5 vT:ch are tic! accounted for to ins prcduct s re5o0C'•,�•e anther Schedu'e Shall bo de5+gneo on n S 5pC'1ll_ bass by a ti;^y151ered prc!essional e_:cmeer No e':a:llal,on Is o`feted for the host supporting structure by use of this document, Adju,lnenl faclo•s noted herein and the applicable codes mull be cens!ue;ed. v.here applicable A:! support: +, c -rap -nems V.Nch are permanently instal M shall tie p:cleCled against ccaaSiCn. Cdr,!a.^nat�or,, and o;ttcr such damage i: a'I Cmes Faster must penetrate the SVppO :ng member6 SL':b L`ta: the full ter.gth b1 the threaded pOr;+cn i; CmhCCded Y::Ih,n the main member, All on -,hots sttC'r:5. 51raps, clips and attachrent part can be Wbstlluled (or ewyalent pans as lent' 35 the capoGire5 of the equi,6unl parts are equal or S!ranger. This evaluation does rot offer, any evalua en to meet large m:ssi!e rmoac) deka requirements sah¢h typically are tint required for 1h.s type of prcduct. All of the wind resi Sl.nq extent, panels. inciv.dua:ly mea: Cr exceed their capaGly Is resist the design v.,nd (bads as sm!ed m the cal@talions as requ:rca by the F; -Gila Building Code Hill EU,cn (20141 Due to the indeterm:nale nature of th ese units di5tbnicn add de^.ection cannot be accurately CP31lrated.btn(,if?1 diaphragm ac!!on cf dztemal ccripcnems arid+n;el:als'i:ffensrs, Vie Lase uc4 has the cape,-dy ea PMhstadd these forces rnth indmdust e,tema parts being cocta+ned Yearly inspections, doting equipment mo,menan-c ar aper a nnmed stotm; all screns, cah:nc! c.'mpdndnts, c!i, s. aechcr torts straps and cages are to tie eentied by me NC contractor All dente^y^d [algesi Cpinponenl5. F"7"o' corroded. bfok.an sere:vs or anchor bolts shall be replaced to ensure structural Integrfy for heorcan rird force ENGINEERING EXPRESS 160 SW 127' AVE. SUITE 106 DEERFIELt1 BEACH, FL 33442 Page 5 of 5 (954) 354-0660 ENGiNEERINGEXPRESS.COM