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Home My WebLink AboutSFRA2024-003545 ECEIVED: 9/30/2024 DATE OF ISSUANCE: 24-003545 3631 LAKE CREST DRIVE PERMIT M STORM SHELTER IN GARAGE lttlil.,I)IN(1'1'1�,IZ�lvil'I'APPLICATION REVIEW JOB ADDRESS: -363t LAKE Ckf-S-1-OP-WE LOT: BLOCK; SUBDIVISION: IIUII,I)INGCONI'RACI'OR(eiiinpanynante): CURRF'.NTMAll NG ADDRESS: 001 F0((—`Aj%AJ GE CITY/STATE/ZIP: fvvj(eptu PH:# 8?17-W-(-S-'7qFax# AJ11A PROPERTY OWNER: ScoTT- CURRENT MAIL G ADDRESS: ,,,3 1 "46 CA-6rj fi AAJA I" "1— -7 C, 0,� I PTA NE.NUMBER: PROJ T VAL NO WHAT TRADES WILL BE NEEDED? DESCRIPTION OF WORK TO BE DONE: ELECTRIC PLUMBING MECHANICAL S. aCzbk-- AtOtft G 00,4 W M ACC PO Box 95104 Grapevine, Texas !i• 817) i !♦ LEGAL Lake Crest Estates Addn-v Blk 1 Lot 15 S *01544055* HOLDERPERMIT CHRIS i• i A- S i MS ProjectBuilding - Residential Alteration ProjectDescription: Install 48" X 72" X 80" Tall Above Ground Storm Shelter in Garage [ELECTRONIC REVIEW] Issued on: 10/15/2024 at 9:09 A INSPECTIONS **APPLICANT NAME (Individual) "APPLICANT PHONE NUMBER VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 DOCUMENTS - MISC 03 * ZONING ISTRICT FEE *Building Permit Fee (Value) TOTALS E Scott Heron 817.05.3631 3 4 V -3 APPLICATION.pdf ENGINEER LETTER - SAFE ROOM.pdf LSSR TESTING DOC E TS.pdf -.5 TOTALI $ 155.00 $155.00 $155.00 155.00 $ 155.00 $ 0.00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO TAE BEST OF MY KNOWLEDGE AND ALL WORKPERFORMED ACCORDING THE DOCUMENTS APPROVED BY THE BUILDINGDEPARTMENT AND IN GRAPEVINECOMPLIANCE WITH THE CITY OF ORDINANCE , CONSTRUCTION. UNDERSTOOD THAT THE ISSUANCEOF PERMIT DOES NOT '. OR AUTHORIZE VIOLATION OF i OR ORDINANCE OF OF .'A. ir- UNDERSTAND . AND SPECIFICATIONS ,. NOT i FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT DESIGNTHE PROFESSIONAL / OWNER IS REri i. OBTAINING SUCH APPROVAL r i APPROPRIATE ST, AND OR FEDERAL Page 1/2 MYGOV.US 24-003545, 10/15/2024 at 9:09 AM Issued by: Victoria Hecko S-ISSEL L-NG1'-N-EER1'-N-G SERNICES 1110 Ridc-Te Road West Rockvvall, Texas, 5 0S 8S Office &- Mobile (9- AU-(Tllst .v1r, Chris Hooser Lone Star Safe Rooms 6S(--)l Excliam-ye Dri'Ve Mansfield, Texas '117606' RE,: 20-2 1 International Building Cocle. R- (IBG R- At your request I have researched the published cliang-fes from the 2018 IBC to the 2021 IBC to identlfv the most slyTnlficant differences-, between the 01 IBC and the 2021 IB(--' that apply to the Structural Desi!m of Storm Shelters. The 20-11 IBC has the section 423.1"3.21 that states that -Storni shelters within host buildin(s are to be based oil this code and the IC'C 500.' which Ilas been the saine specifications eminierated in previous 20 15 IBC and its prior years providing. Nvind speeds for tornado 311d 11111TICalle '-z"Ileltef deSTZ-Tll fel\ yip oil ASCE load conibination,-z, ' Z' Site your **SAFE ROOM" Storm Shelters have been independently certified to comply with A ll Ic'C 1500 requirements from the [)e(,-Tllllllll(lj of their manufacture and distribution. alid thev do conform to the current ICC 500.1 thev ,Ire to be considered in compliance with the standards of the -102 1 International BuildinuT Code. concerning this iliquin- or this report. se feel free to contact If -well have ally question, 11, p I e as the undersliziied at the letterhead address or telephone number given above. '.\to eilgineerill L-1 expressed or implied concerning the performance of the sub' Nvarrantv is s I I ject l roduct or any recommended accessories. or the structure of any associated dwellinca in its entiretv. Respectfully submitted. Alvin Crala Sissel Rec-T istered Professional Enizineer Texas License -- '�6541 Texas Firm Liceii--,-,e - F-2119 S1,.,se1.Enm-.Svcs:(7 �zmall.com RECEIVED: 9/30/2024 24-003545 3631 LAKE CREST DRIVE STORM SHELTER IN GARAGE TEXAS TECH UNIVERSITY rA National Insti Windtute- Debn*s Impact Testing J Line 224, 2015 Mr, Chris I -looser \_1 Lone Star Safe Rooms 4303 S. Brown Road# 129 ArlingtOD, TX 76016 Re: Above -Ground Panel Shelter P A S S Dear Mir. Hooser. Impact tests were conducted on June --)2015 on your Above -Ground Panel Shelter. Afl tests were conducted for reslstancc to the Protocol 4, Tornado and the tests prove vot ir shelter to meet debris impact guidelines of the FEMA 320/361 and ICC-500. A I I "tests %vere compliant vvitb FEIVIA 32011361 (2014) and ICC-500 (2014). CongTatulations on your shelter passing the FEMA 320 & ICC-500 tests. The NWI DIF 'Z4- at Texas Tech University applauds your company's efforts in providing a safe product for the consumer. T Larry J, Tanner, P.E. NW1_ Research Assistant Professor Manager orthe Debris Impact Test Facility, i,:,I,U Debris Inipact Facility 80 �83 -J 79 _;"C L,Libbock.'Fexas 79-416, T 06. _541 3) .--+9_`)` oe v Y1ARDWARE DETAII-S TWICAL PANEL LAOUT AND I 0 F 0 ALVItl CRAIG S- SSEL voo- ov� W I /9. i$ or E)jo-eds the Cot3strucHou & Debris 1111J �Lct C-3 eo 56541 Q'N rds d certific, tilp-2,01 4 FUMA 320/3 61 &- ICC 500 staiidc,lan' V4 Ivy � Voep, DIF at Texas Tecli Ulliv. proof testing oil Jljlle 5, 201 5 I iv'.A'-k4X It", �61 c- ALIIVIALLgtCEII,it'4GPA�IELSARCMADE Or- 3/16" A36STEUPUVE ....... 0 DOOR FRAtAE IS MADE CF 3/16" A36 P-LAH',,... 0 El"GER1011 DOOR SI(IN IS i'VIADE OF 3/161) A36 STEHL PLATE ... ..... DOORSIt �j IS jvjAo-'OF 10GUAGE-- * INTERIOR * INTERIOR DOOR STRUCTJRF S MADE Or, 11/2" )(3116" MACE ILIBlIG * CO3NNEcrING 3OUS AND NUTS ARE MADE OF GRADE 5 STEE 0 (3) 60 X ill COLL) ROLLED STEEL SLIDE LOCK 80U.5 ........ - 0 (2) SCHILAGE GRADE 1 DEADOULT-5 CO N1 mo I'll KEY al-D.-, - M Y5 AW 1-4 VL 10 SIDT E);*TF.RioR AND INTERIOR DOOR VENTS--- 8 ti , I-Ijoll TojjCLUE DE-TC-pir DOOR CLOSURE X IA/4 0 0 1 N-Mml he prefabricated steel panels of the Lone Star Safe Rooms will be, installed at a chosen interior location of a habitation in conformance with the Construction & Dcbris Impact Guidelines of tlie ]"'.014 FEMA-'320/361 atid ICC 500, compliance of -which was cerLifiled by NWI DIF at the exas Tech University proof testing performed on June -5, 2015. This assembled structure is to be bolted to the concrete foundation slab of 'the subJect building by utilizing 5/8"' diameter steel I ilent to the Simpson Strong -Tic "Strong-Bolf ' Wedge Anchor as specified in their bolts equivt publ ished handbook for cracked and un-craokcd concrete. used in con unction with the desi CM criteria of ACI _31 8 Appendix D The fastener guidelines for installation of the Lone Star Safe Rooms are described as follows. The base plate bolt pattern will vary between 6 I/V minimum and 8 '/,tl maximum spacin] The boltanchors -will not be set closer than 5" from the edge of the foundation. The installation torque will be 85 lbot-pounds and the embeduient depth will vary with concrete thickness as specified by the Simpson Strong -Tic "Strong -Bolt" Wedge Anchor publication. Adhering to the mandates summarized herein in addition to the specific guidelines published by the Rulpson Stronor-Tie "Strong-Bolf * Wedge, Anchor mwitifacturer when used in conjunction Zn witli the design criteria of ACI 318 Appendix D, the Lone Star Safe Room structure its to be considered as permanently anchored to the subject property wherein it is installed. rit-VIN CRIPUG SJIS-t:-:�,EL ............ Alvin Craig Sissel Reaistered Professional Encrineer Tex,ro-, T.1ceme Number F - 2119 ASSEL E'N"GINEERING SLRNWAS ilk Owtobe; 1. TWO M.Chr.\ Hwifs�,:l 1 jJ10 1&1 014 FUMMA Mol 0,001191 DIM: MunAW A\wis W: 1 20 4 11 a crnalitm.t I B I I i1ji 11u, Ca1; 1 IM 1, ;, ,41 YOM &qLWh1 I hom We 2015 IBC to dr; 211:x 113k, W _,H:,-% H.O., and IS 201S MC 11lia .1lyll ul t w _il,! 210., X 1131 11IN 11K sunwii.�� 1604, 10 &Jil'i-o i"n '01m ic S!"Mulai Deslun wo",,Ntornn SLtl(n�, majo, 'Ilia twAsImew ufload, IN shnin shAlms N it, W Kind %k :,_,,Al prim Was sold Npvcjs it" tv"inh, aid Warnum W&W jeNyt, wiug mAT 7 load void,inawn, l,'� 00% 1 1.1'i C3. il I-,: ,,-! iMCC %«% 011 1& 411"And" '11 fll,: 21 lIS IrlamAnnal HUAINg C&C !Ills tchl!t� MACIMQU at ilia lewAvAd addro'" or leloplaw nur,111,`l cn Am Clivinca All- inymsed orminjilved mucinky IN P01 AM111MILM Of WC 511111M at. mm im or Au ""rod ulature mup awniawd d".. ill 11:, RV PiAmd Psylonshmal howulver lAws TOM, M,ml fry:W:% 0 qualsom standing.Po Box 10127 Arnarl Ito Tx 79119 This American Tornado Shelter Association certifies that Lonestar Saferooms, is a current member in good current ATSA certifies that Lonestar Saferooms is in compliance with the most and FEMA 320. For further questions or concerns please contact ATSA. Executive Director Sarah Cabler ::