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Home My WebLink About201609603 BCity of Little Rock Department of Planning & Development 723 W Markham Street Second Floor LITTLE ROCK Little Rock, AR 72201-1334 L Phone: 501-371-4832 www.Iittlerock.org/CityDepartments/PIanningAndDevelopment Building Permit Permit No: 201609603 Issue Date: 11/2312016 Expiration Date: 11/23/2017 Permission is given to: Contractor: Owner Owner: Wilson, Sherman To perform the following work: Class of Work: Addition Valuation: $25,000 Job Description: finish up** 8X16 DECK, CONSTRUCT 30X40 GARAGE WITH BED AND BATH ABOVE Project Number: 201406421 At the following location: Subdivision/Lot/Block: Address: 516 E 19Th St Little Rock, AR 72206-1608 To be used as (occupancy): One & Two Family Residential This permit is issued on the express condition that the above work shall conform in at respects to the statements certified to in the application for such permit, and that all work shall be done in accordance with all applicable zoning, building, electrical, plumbing and mechanical ordinances of the City of Little Rock and the State of Arkansas. I or we further agree to abide by the applicable conditions as printed on the permit card. I or we further certify that we have read and understand the requirements of this permit and that all statements made by us in securing this permit are true and complete to the best of our knowledge. Permit Fees: Building Permit Fees $31.00 Data Processing $4.00 Total: $35.00 _ i nsed 4Contractor or Owner Issued by: TSTEELE For: Charles G. Givens Building Official To schedule Residential Building inspections call: 501-371-4833 To schedule Commercial Building inspections call: 501-371-4828 City of Little Rock wlt 0 E GINEERIN,,,"' Per the 2012 ICC Code, R301.7 Deflection. The allowable deflection of any structural member under the live load listed in Sections R301.5 and R301.6 shall not exceed the values in Table 301.7. TABLE R301_7 ALL4WAf3LE DEFLECTION OF STRUCTURAL MEMBERS" a STRUCTURAL MEM13ER ALLOWABLE DEFLECTIONLECTIECTION Rafters havingslopes greater than 3:12 with no U180 finished Gelling attached to rafters �leftrwa—rs and partitions Floorskeifings with plaster or stucco finish LOBO er structural members Exteriorwalls—wsn oa s p stet or H 1360 stump finish Exterior wags with other brittle finishers H1240 Exterior walls with flexible finishes H r 20d Lintells supporting masonry veneer vralls5 L1600 [,bier L w span length, H— span hbkpl- a. The wind load shall be. pemnitted to be taken as 0-1 times Ise Component and Cladding leads for the purpose of the deteffnining deflection limits hefein. b For cantil r members, L shall be taken as twice tare length of the cantilever. c. For alu"nurn structural members or panels anent to roofs or walls of sunroom addluans w patio covets, mot supportiN edge of gas or sandwich panels, file total toad deflection shall not exceed Ll<it7. For contirvious aluminum structural members supporting edge of ass, the total load deflection shall mA exceed U175 for 6ach glass Zito or LEO for Ine entire length of the member, whichever Is more stringent. For sandxch parcels used in reefs or walls of sunroem additions or patio covers, the total load delflection shall not exceed L'120. d. Deflee lon for exterfor walls vAth inlertor gypsurn bond finish shall bib limited to an albwanla defection of HA80. e. Rel"er to Section R703-7 7- Per applicable code, these rafters can deflect L/360 (or 48"/360) ... therefore deflection can be 0.13" and still be acceptable per code (and structurally sound). The bathroom joists are 2x10s cut at the bottom portion. 5 foot 2x6's were requested by us to be installed along the top of each joist. Assuming the 2x10 is cut at 50% with 2x6 scabbing, the Moment of Inertia of a 2x5 joist plus 2x5 scab (after trimming) is 31 in4. Knowing modulus of elasticity, weight, length and such, the proposed WORSE case, conservative deflection will be calculated: W (Total Load) IR7 ._ Page 2 of 4 ENGINEERIN chide^t.rerallais��et�r�an, 1)Psi<)ri..- - z� C'or�shcertio�� (::a�isttlfatzol� Hall Engineering Group, Ltd. P.O. Box 241302, Little Rock, AR 72223 501.588.3355 office - 501.400.7914 fax www.hall-engr.com - Justin@hall-engr.com An unbiased engineering firm for all your construction needs STRUCTURAL INSPECTION REPORT December 7, 2016 PURPOSE: Inspection of the structural condition of the specific areas mentioned below of the property listed. CLIENT(s): I Sherman Wilson REPORT #: SITE LOCATION: LEGAL DESCRIPTION: TYPE OF BUILDING: SPECIFIC PROBLEMS INSPECTED FOR: 16-2248 515 E 19th Little Rock, AR Not given Two Story frame home Overcut Joists This is to certify that on December 7, 2016, a structural analysis of the specific areas addressed above was made at the above address. The following shall be noted: Structural: Overcut Floor Joists: Several floor joists were overcut (and holes are in bottom 50% of joist) for plumbing. Repairs have been completed and this report will analyze the joists with the repairs. The room above is the bathroom. None of the floor joists have wall or roof load on top of them. The live loads are as follows: 1. Live load for bathroom —40 psf Page 1 of 4 CITY OF LITTLE ROCK DEPARTMENT OF PLANNING & DEVELOPMENT APPLICATION FOR: BUILDING CODES DIVISION - 723 WEST MARKHAM, 2ND FL BUILDING PERMIT LITTLE ROCK, AR 72201 PHONE (501) 371-4833 OR (501) 371-4827 FAX: (501) 371-4546 **SUBDIVISION COVENANTS AND RESTRICTIONS NOTICE** OFF/GAL USE ONLY The City gives permission for this project in accordance with local ordinances. However, there may be subdivision covenants and restrictions that apply, and this permit does not void or override those covenants and restrictions. PERMIT NO.2014 DATE ISSUED ISSUED BY PROJECT ADDRESS: LEGAL DESCRIPTION: LOT BLOCK �_ SUBDIVISION) OWNERITE(►iANT: C t (,�j TELEPHONE: -2- X ADDRESS - CONTRACTOR: LICENSE NO.: ADDRESS: TELEPHONE/FAX: ARCHITECT- PERMIT HOLDER E 4AIL ADDRESS: ENGINEER: ADDRESS: TELEPHONE/FAX: NO.. TELEPHONEIFAX: CLASS OF WORK: ❑ NEW ❑ ADDITION ❑ REPAIR ❑ ALTERATION ❑ MOVE ❑ DEMOLISH ❑ ACCESSORY ❑ TEMPORARY PROPOSED USE (OCCUPANCY): SQUARE FEET (UNDER ROOF) NO. OF BUILDINGS: DESCRIPTION OF WORK: VALUATION OF WORK: , t �� ) NO. OF UNITS: 7, '3C) XUo NO. OF FLOORS NOTICE: SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, GAS, PLUMBING AND MECHANICAL WORK. I hereby certify that the date submitted on or with this application Is true and correct. Also, I have read and understand the Subdivision Covenants and Restrictions Notice as stated above. Any deviation from information contained herein unless Approved by the Building Official will render this permit null and void. QAQ SIGNATURE OF CONTRACTOR, AGENT, OR OWNER DA?rE rz- REVt tn2 Mc A, t EwGINEERIN.r_ ,r Where- ius of Elasticirs`onietrt h�i of Inertia an (r"n3" ®L, eti th of I3 eatu I inches [NI(�I) Lbsgn2 (tua») I'�-Lllti]J (NY M2) —Total s = I,<cad on Beam ith Line Prtssure Load Stress at the cross-section 'being n.raluated s — efiection niches I (nini) _ Soine distance as indicated inches IF (nlm) sec ,on modulus of the cross -Section of the btai13 = Ii ink (non]') Z = distanf ekoni neutral axis to extreme fibef (edge) inches (iT3nY) Because the joists are 16" on center, the 40psf is 4 feet x 1.33 multiplier (16 OC). Each joist will receive 213lbs. Using the deflection calculator, M,-, _i,mum deflection at Center With Total load "'off"' 5 1971 394 E1 With scabbing, maximum deflection will be less than 0.05" which is within the 0.13" max. The repairs required by Hall Engineering Group to the floor joists have been found ACCEPTABLE as completed. Page 3 of 4 I+AV IV ENGINEERIN If you have any questions regarding this report, do not hesitate to contact me at 501.588.3355 or InfoC7hall-engr.com. zV'��lrixissrn+rruay�fu +` GISTE MATE OF' HAL jfAd• ARxArvsas �•'1 NO, 1 i[,0./ _ i». eV Justin W. Hall, PE #11050h`r�at+lAl;.�``�� Limitations: Please read the inspection agreement on-line at www.hall-engf'.COM/agregiMenL df. By reviewing and making use of the inspection results on the report, you legally consent to the inspection agreement and its terms. This structural inspection report for the subject building(s) is prepared for the sole and exclusive use by the owner(s) or inspection purchasing agent. This structural inspection report may not be sold, transferred or assigned to any other party without first contacting Hall Engineering, Ltd. Liability under this structural inspection report is limited solely to the owner(s). Repairs per this report are for the sole and exclusive use of the individual or corporation who paid for the report. Failure to obtain permission to use this report for any other purpose can be monetarily penalized. Page 4 of 4 DEPARTMENT OF PLANNING & DEVELOPMENT SINGLE FAMILY & DUPLEX ZONING COMPLIANCE CERTIFICATE ADDRESS: U -fir t 6t' 56ee t LEGAL DESCRIPTIOW-k ati. if � -, Lo , Mork- 4�0.3 -A 4 ZONING CLASSIFICATION: - PROPERTY LOCATED IN FLOODPLAIN DISTRICT —YESO PROPOSED USE: ] . tc, BASEMENT CLEARANC NI REG. CHART] HQHl, FR N REAR IDESM P PLATTED SITE AREA V RA MIN. SEP. PRIN. STRUC 07S' � r- G ` d PROPOSED d'.��x�i A TR - !�� ( 3 � 1CATION IS DENIED. APPLICATIp �PPROVE 3' ' DATE: TIL 14 _ (See DEPARTMENT OF PLANNING & DEVELOPMENT SINGLE FAMILY & DUPLEX ZONING COMPLIANCE CERTIFICATE ADDRESS: �9 S At-e� LEGAL DESCRIPTION:_ 13/,-C-16_ _. ZONING CLASSIFICATION: _. PROPERTY LOCATE IN FLOODPLAIN DISTRICT YES V NO LL_ PRO 6� -i6 USE: X � eZ EASEMENT CLEARANCE PPRWfWL-W-11-1 RE HART H H- FR N REAR SIDES M P I PLATTED S COVERAGE MIN. SEP.- PRIN. STRUC PRQPOSED ACCS.STRU PR P E APPLICATION IS DENIED. APPLICATION ISAPPROVEd DATE: 2 d Lq (See discrepancies indicated in red above.) INSPECTOR �LlT z�, 0 City of Little Rock Building Codes Division LdrNO �� NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE /-3o-/Z THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job is accepted BLDG.---ELECTRICAL---PLUMBING---MECHANICAL � f ea�J CBI �] o a to lisL6 Now B- q e c� opr o ' 7`Q Ue !` _,IAL6 14 Rr'11ed f 0- ' irJl -; �-4/+�5 IVE'er A10 f s2,4N X)l 101, It is unlawful for any Contractor or persons to cover or cause to be covered, any part of the work with flooring lath, earth or other material, until the proper inspector has had sufficient time to approve the installation. After additions or corrections have been made, call the Building Codes Division for an inspection. Field inspectors are in the office from 7:30 a.m. To 9:00 a.m. Monday through Friday City of Little Rock Building Codes �7 /g3 Inspector 723 West Markham Street 2nd Floor Phone Little Rock, Arkansas 72201 • - ��,�z�� - -art - rr =-3 Z .. H rt r $?f]Q'i E)NICNIhe ,, 1-0 x <. K rr v - a� - 9. iS1 11 NVId SIH-L D n a cu N o ' r ; 4 10 - ININ� �2 �JNiOZ Z ;r. < (D ACL s { 7 ro Q O (D r 1-'- Op N m m w y -H O IT 3 Cl co z 7 (D rt Ci i. 5 ' o ro C) ` o . m fD (KD n a rh H . . m •G v I, K O H LJ Z m m m N o (i - r o ci i 0- O a N- z m m O Ln n ro- rt •• m -p a 7 o W 3 F- 0 3 _ 30 m G .O' _ a : F (n -- 1' (D rt .O '� nl Cn n WO 3 m 11 n (D O X. Zr (D O :A I � r Sri • X CA (D7' _ m a r .� n A• K -� E Q _ W b LK _ Z w r ('`•, , .� t s'. 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