The URL can be used to link to this page

Home My WebLink AboutMACY ST 32989 CITY 1F / LAKE LSII-i0I�E BUILDING & SAFETY DREAM EXTREME,. 130 South Main Street PERMIT PERMIT NO: 11-00000874 DATE: 9/15/11 JOB ADDRESS . . . . . 32989 MACY ST DESCRIPTION OF WORK REROOF OWNER CONTRACTOR WU CHIN PI OWNER A• P.# . . . . . 379-060-015 7 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 8 , 000 ZONE . . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 6 . 00 X 12 . 5000 VALUATION 75 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 138 . 00 . 00 138 . 00 OTHER FEES PROF.DEV. FEE 1 TRADE 5 . 00 . 00 5 . 00 PLAN RETENTION FEE 3 . 80 . 00 3 . 80 SEISMIC GROUP R 50 . 00 . 50 GREEN BUILDING FEE 1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 103 . 50 . 00 103 . 50 TOTAL 251 . 80 . 00 251 . 80 SPECIAL NOTES & CONDITIONS 1900 SF REROOF AND ROOF FRAME REINFORCEMENT E :7lI1NfE} Type:7F Drawer: 1 mtL.: 3/15/11 15 faipt r*: 1Z7S z011 874 1F MENG PER4 1 $22.80 TaW $251.E D . Total parent s51.80 City of Lake Elsinore Please read and initial Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. __LA [,as owner of the property,or my employees w/wages as their sole compensation will do the work Post in conspicuous place on the job and the structure is not intended or offered for sale. 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the You must furnish PERMIT NUMBER and the project. JOB ADDRESS for each respective inspection: 4.1 have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Approved plans must be on job W. or a certified copy thereof. at all times: S.I shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked. EL01 Temporary Electric Service PL01 Soil Pipe Underground EL02 Electric Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPO8 Roof Sheathing BP09 Shear Wall&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEOI Rough Mechanical ME02 Ducts,Ventilating PLO4 Rough Gas Pipe/Test PL02 Roof Drains BP 10 Framing&Flashing BP 12 Insulation BP13 DrywaU Nailing BP11 lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 lFinal Mechanical BP99 IFinal Building I! c Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City POOL Pool Plumbing/Pressure Test P003 I Pre-Gunite Approval I Date Inspector EL06 lRough Pool Electric Planning Sub List Approval ' Landscape P004 Pool Fencing/Crates/Alarms Finance P005 Pre-Plaster Approval Engineering P009 Final Pool J Spa CITY 0,F LA E LSI1JO E DREAM EXT RE M E TM 130 South Main Street APPLICATION FOR APPLICATIO N� BUILDING PERMIT APPLICA ION RECEIVED DATE AP# BY VALUATION CALCULATIONS BUILDINGE 1st FLOOR SF Ct�� G ,�J t— �L TRAUT t BLOWPAGE 2nd FLOOR SF NAM 3rd FLOOR SF 0 t4lV W GARAGE SF N E STORAGE SF R I ere y a irm a s icen u i DECK&BALCONIES SF with Section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS TAX# T NAME VALUATION: d R A MAILING C ADDRESS FEES T CITY STATE/ZIP PHONE 0 BUILDING PERMIT $ R N RA TOR'S SIGNATURE U PLAN CHECK NAME LICENSE# A PLAN REVIEW R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PHONE PLAN RETENTION []NEW OCC GRP.I CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF OTHER STORIES: BEDROOMS: ❑SINGLE FAMILY ZONE: []APARTMENTS p I certify that I have read this application and state that the ❑CONDOMINIUMS HAZARD YES above information is correct.I agree to comply with all city ❑TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: tion purposes. ❑DEMOLISH PRESENT USE OF BLDG: B DESCRIPTION Signature of Applicant or Agent Date Agent for ❑ contractor ❑ owner Agents Name Agents Address ....00. —y ...a.o ..r CITY COMMUNITY DEVELOPMENT LADE LLSINOIZE BUILDING DIVISION DREAM EXTREME `r PLAN CHECK SUBMITTALS PROPERTY ADDRESS: Contact Person: tcZ`-, _ Telephone Permit Application No: Date I" Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Date 2"d Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Date 3rd Submittal: Initial Plan Checker: Date returned from Plan Check: Status: Date notified Applicant: Date Picked up: Initial: Applicant Planning Approval: DATE Sent. DATE APPROVED: Engineering Approval: DATE Sent: DATE APPROVED: Fire Dept. Approval: DATE Sent: DATE APPROVED: DATE Received School Fee (If Area> 500 SF): DATE Received Health Department Approval: ____ _ __ ___Location: Date Permit Issued: Tech: U:\Building & SafetfformslPlanchecklog.doc Created on 8/8/2008 1:51:00 PM AJ DESIGN ENGINEERING INC. Roof Framing Evaluation and Recommended Correctionss 1 of 7 icofin Rrtr g ejraitarndowe eEb r t' �� T Ar' + u,�Pk�lner E _ IM S Introduction� — Per your request, AJ Design Engineering performed a structural evaluation for the conventional framed roof system at the rear section of a one-story office building located at 32989 Macy St, Lake Ellsinore for installing a new asphalt shingle roofing material. Refer to the attached page 2 for the exact location. Finding The rear section is a 25'wide x 78'long rectangular shaped light-framed wood construction atop of a raised floor foundation system.The roof was supported 2x6 rafters attached to a 2x8 ridge board at top, and 2x6 collar ties at ceiling.The ceiling joists were raised about 1'-2"above the top plates. The existing roof framing section and dimensions are shown on the attached page 3. This office building was built in 1960's.The existing roof raters, and ceiling joists are under sized per the current building code(2010 CBC).The tension connection between rafter and collar tie (ceiling joist) is inadequate.The excessive deflection from the ridge line at left portion was observed as a consequence of these under sized roof frame elements. Recommended The retrofit to the existing roof rafters,ceiling joists,and their connection are recommended Correction prior to installing a new asphalt shingle roofing material. Following is a itemize list of roof framing retrofit requirements: Reinforcement at the un-sagged roof area: (see page 3) 1 Scab a new 2x6(DF#2 or better)to the existing rafter,with two`r6 s of f6d nails!ajt 6t oc- 2 Add a new 2x6(DF#2 or better)next.to the new roof rafter.:: =.. ,•�.3 i t � 3 Connect the new 2-2x6 roof rater and two ceiling joists with,(2):,5/8FQ307 rnaphi edxolts ' Retrofit at the sagged roof area;(see page 3) '� 4 Remove the roof sheathing and replacethe damaged rafters,ceiling joists.. 5 Raise the ridge board to level with adjacent roof area. 6 Reinforce the existing roof framing system by following the stop 1 to 3 mentioned above. Refer to the attached details and calculations for the complete retrofit requirements. (pg 4to 7). Notes and All remedial work must be submitted for plan check r6ievr,'and musf'be made part of the �r Limitation approved construction documents. The structural observation from our firm for the final corrections is required.A min. 72 hours notice by the contractor should be provided,,- -- Our limited investigation is not rnfeRded to be a complete review of the original.structUraI design or an inspection of other possible conditions that were not readily apparent during:ttts o'ffice's observation of the as-built condition. Note that no change has been made to the existing load path of the original construction from roof to foundation. It is beyond the scope of this limited review to determine the adequacy of the original structural design. Submitted by: AJ DESIGN ENGINEERING ��qy James Hu, P.E. f,QW-U Principal ,9 IV% 12861 CLEAR SPRINGS LANE CHINO HILLS, CA 91709 TEL:(909)-539-3628 J �,1G,w lc5phu�� S(��r✓�e t2�'•��w�1 J aleo Sfa�to sm 16 -4 i 1r��►1w-Awli OFFICE BUILDING (roof plan) 32989 MACY STREET LAKE ELSINORE, CA 925M N 78'-0" .......... cj .............. .......... .......--------- IN C14 V) I WA A uj (E) 2X8 RIDGE BOARD L .1 uj U!ri (n co Ll ZZ x FOAM (E) INTERIOR BEARING WALL, TO BE VIJkf0ED BY SUBCONTRACTOR ; PARTIAL R 0 0"F-)-PLAN AT REAR SECTION OF BUILDING .0 n C) o 0 (00 .0 cl) Mrs) C e" f (E) ROOF SHEATHING (REMOVE AT THE SAGGED AREA MIN.2X8 SIMP. MSTA36 AT AND REPLACE THE DAMAGED RIDGE BOARD. RAFTERS, CEILING JOISTS, AND EACH (N) RAFTER RIDGE BOARD) REMOVE ALL (E) INSTALL A (N) SCAB (N) 2X6 RAFT. KICKERS. TYP. H2.5 AT EACH TO (E) 2 X 6 RAFT. W/ I I NEW RAFT TO (2)—ROWS 16d AT 6" O.C. I I _ TOP PLATES (N) 5/8" DIA. ATTACH (N) 2X6 CJ. ! I I A307 MACHINE 1-3 4" I f I I BOLTS W/ STD. CUT '.'EDGE DIST. TO (N) 2Xfi RAFT. I I I I . (OPPOSITE SIDE OF (E) (N) RAFT, WASHERS AT EACH END I I CENTER ON THE RAFTER EXISTING C.J.) I I ! I (E) (N) C.J. I I ( I �, SECT. VIEW %\ALL 2X OR 4X JOIST'"HOUkD :lF. #2 OR BETTER 2. a Y WALL SHOULQ BE'�NAILED. IN 0 BOTH EXIXTING AND NEW CEILING JOISTS pp o. T� 1` 4 d L/ 4 ROOF FRAWNG REINFORCING DETAIL - --- _ _ --- --- --- --- I ! G I NAI ING EDGE NAILS FIELD AILING � I I . I ` I ROOF SHEATHING, MIN. 15/32" (32/16) APA RATED SHEATHING CDX W/ 8d COMMON NAILS 6" O.C. AT PANLE EDGE, AND & 12" O.C. AT FIELD, TYP. ROOF DIAPHRAGM CONSTRUCTION D� T4ATL Bi OVERSTACK FRAMING...,(2X6 RAFTERS AT MAX. 24" O.C., MAX. SPAN 4'.) PROVIDE MIN. 2X STRUTS TO BRACE RAFTERS AT POINT OF MAXIMUM ALLOWABLE SPAN. ALIGN STRUTS DIRECTLY ABOVE ROOF RAFTER. F .YWOOD ROOF- SHT G. CONTINUE PLYWOOD E N X—SECTION SHT'G. UNDER 2X RAFTER FRAMIN CONTINUOUS 2X VALLEY PAD WITH MAX, S0. Q Q. OPENING IN SHT'G. (2)-16d AT EACH FOR VENTILATION. RAFTER. BLOCK AND E.N. ALL EDGES. Z o.C68i36 Ev.QW 2X RAFTER TIES MAXIMUM RAFTER SPAN f�� CIV�- P AT MAX. 48" O.C. ttP. 2X RAFTERS AT 2X STRUT AS REO'D. (MIN.CALIFORNIA FRAMING 5-16d PER CONNECTION) !�[$ ELEVATION OVERSTACK ROOF FRAMING 4f BEAM DESIGN (ADS) (1) (N) ROOF RAFTER; (2-2X6 AT 24" O.C.) Select Material = D.F.#2 With Moisture Content < 19% Fb(psi)= LO =�- 4'1 Actural Width(in)= 3 F (psi)= 9Actural Depth(in)= 5.5 E ksi = 16 Member Span(ft)= 12.5 Allowable Deflection=U 240 Duration factor Cd= 1,25 Repetitive factor Cr= 1.15 Allowable Stresses Size factor Cf= 1.30 Wet Service factor Cm= 1.00 Pb(psi)=F C - Flat use factor Cn,= 1.00 Shear Stress factor Cn= 1.00 F' P ) bx dxC xCrxC XCr - 1588 (psi)=FdcCdxCmxCh= 119 Uniform Loads(Load Case=Dead+Live) Actural Stresses and Reaction Roof Load =( 25.0 psf)x( 4/2 )ft+ Left Reaction(Ibs)= 406 Wall =( 15.0 psi)x( 0 )ft+ Right Reaction(Ibs)= 366 Celing DL =( 5.0 Pso x( O/2 )ft+ Max.Moment(ft Ibs)= 1229 Floor =( 15.0 psf)x( O/2 )ft+ Max.Shear (Ibs)= 381 Self Weight = 4.6 PH Actural fb(psi)=MIS= 975 Total Uniform Load,(plf).................. 54.6 Actural f (psi)=1.5V/A= 35 Point Loads(Load Case=Dead+Live) Distance= 3.50 ft; F(1)= 90.0 Ibs................=10*18/21� l Distance= 0.00 ft; F(2)= 0.0 Ibs................0 i (Ge► !i Y►� l ps jt Pat Distance= 0.00 ft; F(3)= 0.0 lbs................O J Distance= 0.00 ft; F(4)= 0.0 Ibs................0 Check Bending --►actural fb(psi): 975 <allowable I 1588 �� O.K. 61% Check Shear ---►actural f�,(psi)= 35 <allowable I 119,�J��,K, 2sa%a Check Deflection--►actural D in 0.518 <allowable i 0 72 O.K. Lf 290 (2) (N) CEILING JOISTS; (2X6 AT 12" O.C.) I r Select Material = D.F.#2 With Moisture Content < 19% ; F;(psi)= AL(,in (in 5 Actural Width(in)= 1.5 F,,,`(psi)= g S = 7.56 Actural Depth(in)= 5.5 ;�,� E(ksi 1600 I = 20.80 Member Span(ft)= 18 Allowable Deflection=U '240- Duration factor Cd= 1.25 Repetitive factor C,= i AO 'Allo able Stresses Size factor Cf= 1.30 Wet Service factor -. - Cm'- 1.00"`:..fF (psi) =F C C - b(P ) hx dx rxC,XCn,- 1381 Flat use factor Cfo= 1.00 Shear Stress factor Ch= -coo`" F'�(psi)=FbxCdx VCh= �� 1 F Ar ` Uniform Loads(Load Case=Dead+Live) Actural Stre es and Re iori q Roof Load =( 30.0 psi)x( )ft+J Left Reaction(Ibs)_ �:, `vim 156 Wall =( 15.0 psf)x( 0 )ft+ fjight R@action(lb = 156 Celing Load =( 15.0 PSO x( 2/2 )ft+. , MA.Moment > Floor - ( ) �� 700 - 53.0 s x 1` P O/2 ft+ ( ( ) �.��ax.SR is =�,�- 148 Self Weight = 2.3 P!f 'Actura =?]till/b 1111 Total Uniform Load,(plf).................. 17.3 -=`L Actura , 5V/A= 27 Point loads Load Case=Dead+Live Distance= 0.00 ft; F(1)= 0.0 Ibs....::..........0 -.7 Distance= 0.00 ft; F(2)= 0.0 Ibs................0 � 41' Distance= 0.00 ft; F(3)= 0.0 Ibs................0 Distance= 0.00 ft; F(4)= 0.0 lbs................0 Check Bending............actural fb(psi)= 1111 <allowable l 1381 ) OX 80% Check Smear................actural f„(psi)= 27 <allowable l 119 ) O.K. 23% Check Deflection .........actural D in = 1.227 <allowable 10.900 N.G. U 176 033beam.XLS l �aPi w4 Wy de l � fi try z ( t ' fly�3,h �' �i° ��.,r°!) � �'�� - 3►�' ) ��3 � �.� .:�� ' � D ,r S IAo f i � 9 u . • 2J, , Ko;t -7 ��`