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Home My WebLink About23-7068City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. F-ffM7-3MTr-T1-IV-WW- I 23131�� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEf IT OFFICE0 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department artment v `" a?' _ } Date Received Phone Contact for Permitting 240 } 483 _ 3304 a Owner's Name Wal-Mart Stores East LP Owner Phone Number 352-431-8258 _�j Owner's Address PC Box 8050. Bentonville, AR 72716 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number �® Fee Simple Titleholder Address JOB ADDRESS 7631 Gall Blvd. Store # 0706. Zephryhills, FL 33541 LOT# SUBDIVISION Zephryhills Supercenter PARCEL ID# 34-25-21-0110-00000-0010 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN O DEMOLISH e INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Remove & Replace 19 RTLI's & 94 Refrigeration Cases. Like with Like P r Plans BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY 0 =PLUMBING $ MECHANICAL $ 996,310 VALUATION OF MECHANICAL INSTALLATION L =GAS 0 ROOFING SPECIALTY = OTHER W.R.E.C. FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y J N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address �] License # MECHANICAL COMPANY Kalos Services Inc J SIGNATURE REGISTERED Y / N I FEE CURREN Y / N Address 236 Hatteras Ave. Clermont, FL' 34711 License # OTHER I COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address License #—� RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/Iarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ***"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-1,80-U020 City of Zephyrhills Permit Application Fax-813-180-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: 9 the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor Is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or Intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block' of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law --Homeowner's Protection Guido' prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the 'owner, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable lows regulating construction, zoning and land development Application Is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all lam regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Baybeads, Wetland as and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed In Flood Zone "V unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" Will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection With a permitted building using stem wall construction, I certify that fill will be used only to fill the area Within the stem wall. - If fill material is to be used In any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included In the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, constriction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work Is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 1 0 . I;h"Ik'[t2Ik'TJI1#1 , I r has/have produced Who is/are ggWgUWkAWAatc, me or has/have produced identification. as identification. otary Public issio No. A4gIC'S7 Cil3 lic'sa— Name of Notary typed, printed or stamped E-M� 01111111loll !&,r��Notay Pubfi+ r,ommlarion No. HH248288 I V1 III liffligg I LZI4Z.2ma, Lam 4;gn ig rz Permit No. Parcel ID No MMEJEI�� State of County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is Provided in this Notice of Commencement: 1. Description of Property: Parcel Identification No, See Exhibit A. Store *706 Street Address: 7631 Gall Blvd, Zophyehills, FL 33541 2. General Description of improvement 706-1 001 CAPX Combo 3. Owner Information or Lessee information if the Lessee contracted for the improvement: Wal-Mart Stores East, LP Nams 805 SE Moberly Ln Bentonville Address AR City Interest in Property; Owner Skate Name of Fee Simple Titleholder: in different from Owner listed above) Adtlress 4. Contractor; Kalos Services Inc. City SIjl. Name 236 Hatteras Avenue Clermont FL Address city State Contractor's Telephone No,: (352) 243-7088 S. Surety: Address City State Amount of Bond: Telephone NO.: 6. Lender: Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)(7), Florida Statutes: Address Cityty Siatq Telephone Number of Designated Person: — 8. In addition to himself, the owner designates -- ------- - to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice Of Commencement (the expiration date may not he before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date Is specified): WARNING TO OWNER' ANY PAYMFNTq MAnF RV TWP n1—M. - r6aF6(5�fiv3' _6kk'�66RCIWd'�6WN16T E COMMENCEMENT. WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK MENT. Under penalty of perjury, I declare that I have read the foregoing notice of Commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO -er-'La of $I lure of Owner or Lessee, or Owner's or Lessee's Authorized Ire 0 itcedDirecto Partner/Manager Signatory's TltlarOffioe The foregoing Instrument was acknowledged before me this rLday of 20 V, by r4t. I V~ —a- (type of authority, e.g., officer, trustee, attorney In fact) for Wal-Mart Stores East, LP (name of pirly-pri behatfr of whorn 1pstrument was executed). Personally Known N OR Produced Identification ❑ Notary 81 .. lul a Type of Identification Produced Name (Print) ADRIENNE ANTONUC I Notary Public -Arkansas Benton County My Commission Expires 03-09.2032 Commission 0 12718090 wpdatalbesinoucecommencement—PC0$3048 A I to 0 0 Lot 1 and Tract A, Zephyrhills Super Center, a replat, according to the plat thereof as recorded in Plat Ugok 42, Page 5.8, of the Public Records of Pasco County, Florida, Vy1wrK I-V 'Clerk Reg. D0012 Rev. 01-05 "This Commitment is not valid unless Schedule A, Schedule B Section-1 and Schedule B Section 11 are included" Copyright 2006.2009 American Land Title Association. All rights reserved. Noma" The use of this Form is restricted toALTAlicensees and ALTA members in good standing as of the date of use. 4.1 tit km All other uses are prohibited. Reprinted under license from the American Land Title Association. I k File No. 17000030167 Page 2 of 6 FL STO ALTA Commitment WM - COM This commitment is not an abstract, examination, report, or representation of fact or title and does not create and shall not be the basis of any claim for negligence, negligent misrepresentation or other tort claim or action. The sole liability of Company and its Title Insurance Agent shall arise under and be governed by paragraph 3 of the Conditions. j*g L-Wgii 11 I a 11 !!1 811111111 1 iiii�ilillllll 1111111 FOR haummm MTIM= jf/ i , -nv 4v 1!4A N- VAL 6/29/23 930 CENTRAL, KANSAS CITY, MO 64105 PHONE (816) 421-4200 FAX (816) 421-4381 Risk Category: 11 Longitude: -82.191574 UM Results: Wind Speed 138Vmph 10-yoaryWR| 78Vmph 25-yearPWR| 91Vmph 50-yeerK8R| 103Vmph Data Source: ASCE/SB 7'16. Fig. 26.5'113 and Figs. CC2-1—CC,2-4. and Section 26.52 Date Accessed: TueJun 272O23 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceeclance probability 0.00143.K4H|=700yeers). Site is in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. Page 1of3 TveJun 2720mn a AKE AMERICAN SfXjEn' OF CNAL ENGINEMS Seismic D - Default (see Section 11,4.3) Site Soil Class: Results: Ss 0.058 S, 0.032 Fa 1.6 Fv 2.4 SMS 0.093 Smi 0.077 SDS 0.062 Seismic Design Category: A M('E Response Spectrum Sol TL PGA: PGA m F PGA le C, I - 0,10 U,U U9 OM o,o7 6 00 0-06 00 0,05 O'D 004 1 N 9 Sa (9) vs T(S) MCER Vertical Response Spectrum Sa (9) vs T(S) 0-0 00 0-040 0,035 0,030 0,025 0,020 U15 0,010 0.051 8 0.027 0.044 1.6 1 0.7 Sa (9) vs T(s) Data Accessed: Tue Jun 27 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEl 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for *fic arouvd -tiotiow, nr%ce,j!i . -t,?ccorifa-f c w t 4SCE/SEI 7-16 Ch. 21 are available from USGS. _�t E'/asc&Et hazard tod, on I inel Page 2 of 3 Tue Jun 27 2023 ASCE CNII LNGINEHIS Snow �31 Ground Snow Load, pg: 0 lb/ft 2 Mapped Elevation: 154.0 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Tue Jun 27 2023 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site -specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site -specific ild mnsult the loc-M authority having jurisdiction in locations where the reported 'elevation' and 'mapped elevation' differ significantly from each other. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein- To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. L)t!pA HascL7,,Le!zi�irLtool cLnlinei Page 3 of 3 Tue Jun 27 2023 Johnston Burkholder Associates 930 Central Street Kansas City, MO 64105 Phone LS'M'1�17411 Code: Florida Building Code 2020 Occupancy: Occupancy Group = B Business • Risk Category = 11 Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Roof = 0.0 hr Floor = 0.0 hr Roof angle (0) 0.25/12 1.2 deg Building length 534.0 ft Least width 393.0 ft Mean Roof Ht (h) 21.0 ft Parapet ht above grd 24.0 ft Minimum parapet ht 10 ft JOB TITLE #0706 Walmart CAPX Remodel Zephyr1hills, FL JOB No. 2301500706 SHEET No. • BY BWIVI- • rOTITtg"NAM www.struware.com 930 Central Street Kansas City, MO 64105 Phone az� = klwqw. xqwqwm•- • Risk Category Exposure Category Enclosure Classif. Internal • Directionality (Kd) Kh case 1 Kh case 2 FAM0111MEM, 138 mph 106.9 mph 11 C Enclosed Building +/-0.18 0.85 0.911 0.911 Type of roof Monoslope JOB TITLE #0706 Walmart CAPX ••- Zephyrhills, FL JOB No. 2301500706 SHEET NO. CALCULATED By BWM • wrmr� Johnston Burkholder Associates JOB TITLE #0706 Walmart CAPX Remodel 930 Central Street -Zephyrhills, FL Kansas City, MO 64105 JOB No. 2301500706 SHEET No. Phone CALCULATED BY BWM DATE_____ CHECKED BY DATE Wind Loads - Rooftop Structures �o �ies Ultimate Wind Pressures Building (L) = 534.0 ft Building (B) = 393.0 ft Directionality (Kd) = 0.85 Rooftop Structures & Eauioment #1 Equipment length parallel to L = ft Equipment length parallel to B = ft Height of equipment = ft Base pressure (qh) = 37.8 psf 4" VertiggLWbA-p[gssure Wind normal to building B Wind normal to building L Ar = U sf Af = U sf At = 0.0 sf GCr = 1.500 GCr = 1.90 GCr = 1.90 F = qhGCr Ar = 66.6 Ar (psf) F = qhGCr Af = 71.7 At (psf) F = qhGCr Af = M7 Af (psf) Fv = - kips Fh = - kips Fh = - kips Johnston Burkholder Associates JOB TITLE #0706 Walmart CAPX Remodel 930 Central Street Zephyrhills, FL Kansas City, MO 64105 JOB NO. 2301500706 SHEET NO. Phone CALCULATED By BWM DATE CHECKED BY DATE NOTE: Per Section 101.2 of the FBC, siesmic loading shall not be utilized or enforced because Florida has no seismic threa Seismic Loads: IBC 2018 Strength Level Forces Risk Category 11 Importance Factor (le) 1,00 Site Class: D Ss (0.2 sec) = 5,80%9 S1 (1.0 sec) = 3.20 %g Site specific ground motion analysis performed: Fa = 1.600 Sms = 0.093 SDs = 0.062 Design Category = Fv = 2.400 SM1 = 0.077 Sol = 0.051 Design Category = Seismic Design Category = A ASCE7 Section 11.4.1 Exception Applie,, Seismic Design Category A,therefore not required MeohorElectrical Component: Air -side HVAC.fans, air handlers, auunits, cabinet heaters, air distribution boxes, and other mechanical components constructed ofsheet metal framing. Importance Factor (|p) 1.0 Uompnnem*mplmcanonI-actor(ap)= 2.5 o= 25.0 fee compmenponeaMoclmoanon,aomr(Kp)= 6 z= 25.0teet z/x= 1.00 Fp=0.4anSdo pVVp 1+2z/hVRp= 0.031 VVp not greater than Fp=1.OSda|pVVp= O.OQQVVp but not less than Fp=O,3Sde|pVVp= 0D19VVp ueaFp= 0.031 VVp 930 Central Street Kansas City, MO 64105 Dead load : framing 3.0 psf deck lS psf insulation 075 psf membrane 0.75 psf MEP 6.0 psf TOTAL 12.0 psf JOB TITLE #00Walmart CAPX Remodel JOB No. 2301500705 CALCULATED By 8VVM DATE 6/I7/2023 Tota I Corner weight* New Lennox 3 ton RTU New Lennox 5ton RTU 995 |bs 349 |bs New Lennox 10 ton RTU 1699 |bs 567 |bs New Lennox 2Oton RTU 3072 |bs | 970 |bs Original 3ton design point load 400 |bs ok Original 5ton design point load 400 |hs ok Original 1Dton design point load 600 |bs ok * includes curb adapter weight RTU'1 10-tonto 10-ton structure originally designed for RTU RTU-I 5'tonto5-ton structure originally designed for RTU RTU-4 3'1unto3ton structure originally designed for RTU RTU-5 3-tunto3ton structure originally designed for RTU RTU-G 3'tonto3ton structure originally designed for RTU RTU-7 5'tonto5-ton structure originally designed for RTU RTU- 8 5'tonto5-ton structure originally designed for RTU RTU- 9 5'tonto5-ton structure originally designed for RTU RTU-I1 5-ton1o5-ton structure originally designed for RTU RTU' 12 S-tontoS-ton structure originally designed for RTU RTU-13 3-tonto3ton structure originally designed for RTU RTU-14 20-tonto20-ton structure originally designed for RTU RTU-15 5-tonto5-ton structure originally designed for RTU RTU-19 20-tonto20-ton structure originally designed for RTU RTU'I7 5-tonto5-ton structure originally designed for RTU RTU'29 5-tonto5-ton structure originally designed for RTU RTU-31 3-tonto3ton structure originally designed for RTU RTU-32 5-tonto5-ton structure originally designed for RTU RTU'3] l-tonto3ton structure originally designed for RTU Johnston Burkholder Associates 930 Central Street Kansas City, MO 64105 JOB TITLE #0706 Walmart CAPX Remodel JOB No. 2301500706 CALCULATED By BWM DATE 6/27/2023 Hold down clip capacity ITW Buildex Teks self -drilling fasteners - ESR-1796 TABLE S—FASTEXER STRENGTH OF SCREWS' 2, number of screws 4 ------ screw diameter 0.216 inches (#12 screw) SCREW DIAMETER ALLOWABLE FASTENER STRENGTH NOMINAL FASTENER STRENGTH DESIGNATION On-) Tensile, PuM (1bf) She-, P-M Tonsils, P. Shear, P-("M safety factor 3.0 10-16 0190 885 573 2W 1718 material thickness in contact with screw head 0.0713 inches (14 ga hold down) 12-14 0216 2171 material thickness not in contact with screw head 0.0566 inches (16 ga curb) 12-24 0216 1583 885 4750 2654 Fu of hold down 50 ksi '1,-14 0.250 1605 990 -1922 4816 2970 1 0250 IW8 5767 3925 Fu of curb 50 ksi tilting shear strength pmi 0.438 k Hilti self -drilling & self -piercing screws - ESR-2196 bearing shear strength P-2 0.693 k TABLE S--FASTERER STRENGTH OF SCREW bearing shear strength P-3 = 0.550 k NOMINAL FASTENER STRENGTH ALLOWABLE FASTENER STRENGTH' screw shear strength P" 0.625 k SCREW DIAMETE DETERMINED BY TESTING DESCRIPTION R Vn,) lon Tensio, P. Shear, P- Tension (P.M)l smar (P1Q)Z1 v0— 1.75 k 010) #7-18 PPH 0-151 1000 890 335 295 #8-18 HWH, PPH 0,164 10DO 1170 335 390 98-18S HWH 0: 14544 1915 1570 W 525 #10-12 PFTH 0. 190 2170 1645 720 550 #10-12S HWH 0.190 1915 1905 640 635 410-16 HWH, HHWH, PPH, 0,190 1370 1215 455 405 PPCH #10-18 PTH 0.190 1390 1845 465 1 615 #12-14 HWH, TPCH 0,216 2325 law 775 625 #12-24 HWH 0216 3900 2285 1300 760 '1,14 HWH 0,250 4580 2440 1525 815 Elco Diril-Flex self -drilling structural screws - ESR-3332 TABLE 2--SCREW SHEAR AND TENWN STRENGTH, pounds -force' � SCREW TYPE SCREW SIZE HEAD STYLV N INAL STRENGTH (TESTED) ALLOWABLE STRENGTH (ASD) G-3 DESIGN STRE14GTH (LRFDI 0-0.6 Shear, P. Tension, P. M Tension, Shwr� P-10 Tension, Pjn r' P Shear, OP- Tension,. OP. n0,16 PPH 1526 22113 -509 :!!!k 758 763 1 1136 2A, 28 #10A6 HWH 1463 2276 488 759 732 1 1138 3 910-24 PVVH ING 2613 360 1 871 -- 540 1397 4,5 #12-14 HWH 1992 3216 664 1072 996 1608 6 7 #12-14 #Ti 24 PUFH 9��H 2128 2663 25*3 4M 709 &34 ass 1392 ft14541346 1064 1252 *32 8 '1,14 HWH 2692 4ffl363897 2182 9, to '/,-20 HWH 2617 4619 872 1540 130a 2X9 11 11,08 HWH 4568 WTO 68 1523 2EiiF 2284 12A, 128 1 11-24 HWH 5.471�81.101 1824 2919 2736 4379 Johnston Burkholder Associates 930 Central Street Kansas City, IVIO 64105 Hold down calculations for: Lennox 20-ton RTU Full Resisting Moment Normal to L 11.64 k-ft Normal to W 18.55 Ik-ft Hold down capacity 1.75 XWOTR 0=0 lNormal to L 71.700 P 1 Normal to W I I P:f f lVertical 1 56.600 psf *Loads from Struware Roof W Net Holdown Force Req'd Normal to L 1.640 k Normal to W 1.03 k Hold down Unity # of hold downs provided -2 Total hold down capacity 3,505 k Tension per hold down 0,820 k Unity 0.468 JOB TITLE #0706 Walmart CAPX Remodel JOB No. 2301500706 CALCULATED By BWIVI DATE 6/27/2023 9=. Forces (ultimate) Sds 0.062 Fp 0.031 Normal to L OM5 Normal to W 0.095 lVertical 0.038 kips kips kips Applied Overturning (service)_ Normal to L 0.314 k-ft Normal to W I0.314 k-ft Net Holdown Force Req'd ,Normal to L �M� I I Hold down Unity mffil� I Johnston Burkholder Associates 930 Central Street Kansas City, MO 64105 Hold down calculations for: Lennox 10-ton RTU Full Resisting Moment Normal to L 1 6.09 lk-ft Normal to W 6.37 k-ft DL used 0.6DL + 0.6WL 0.60 0.6DL + 03E OM Hold down capacity 1.75 WIND Pressure (ultimate) Normal to L 71.700 psf Normal to W 71.700 psf Vertical 56.600 psf *Loads from Struware Roof W Applied Overturning (se r v i ce tili W liiiiiii�� ■1� N et Holdown Force Re q'd 0-1 Hold down Unity # of hold downs provided Total hold down capacity 3.505 k Tension per hold down 0.409 k Unity 0.233 JOB TITLE #0706 Walmart CAPX Remodel JOB No. 2301500706 CALCULATED By BWM DATE 6/27/2023 Seismic Forces (ultimate) Sds 0.062 Fp 0.031 Normal to L 0.053 Normal to W 0.053 Vertical 0.021 Applied Overturning (servvi�ce) --Net--Holdown Force Reqd (ips <ips <ips Hold down Unity # of hold downs provided 2 Total hold down capacity 3,505 k Tension per hold down 0.000 k Unity 0.000 Johnston Burkholder Associates 930 Central Street Kansas City, MO 64105 '111111111 11111 Jill Full Resisting Moment Normal to L 2.90 k-ft Normal to W I ft � III NnT-To, 0.6DL + 0.6WL 10.6DL + 03E Hold down capacity 1.75 1 Nwiffifj lNormal to L '00 1 71,7 �206 If Normal to W 71.7 PP rs Vertical I , ECO)OO 1 56.600 psf *Loads from Struware Roof W Applied Overturning (service) Normal to L 1.822 k-ft Normal to W wn Fo L Net Holdo rce Recrd lI Hold down Unity # of hold downs provided 2 Total hold down capacity 3.505 1 Tension per hold down 0.359 k Unity 0205 JOB TITLE #0706 Walmart CAPX Remodel JOB No. 2301500706 CALCULATED BY BWM DATE 6/27/2023 Forces (ultimate) Sds 0.062 Fp 0.031 Normal to L 0.030 Normal to W 0.030 Vertical 0M2 kips kips kips Applied Overturning (service) Normal to L 0.079 k-ft Normal to W 0.079 k-ft Net Holdown -Force Req'd 11 Hold down Unity 11 WRI r Jotal hold down capacity !Tension per hold down # City of Zephyrhills 1��Lv,YZ14T I Bill ess P Axaminer Date B krg Contractor and/or Homeowner