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HomeMy WebLinkAboutGRANITE STREET 316_03-00000456 cotyof Lade Elsino re PERMIT130 South Main Street PERMIT NO: 03-00000456 DATE : 11/03/03 JOB ADDRESS . . . . . 316 GRANITE ST DESCRIPTION OF WORK ADD OR ALTER - RESIDENTIAL OWNER CONTRACTOR David & Cherie Evans OWNER A. P. # . • . . . 377-301-016 8 SQUARE FOOTAGE 1600 OCCUPANCY . . . DWELLINGS, LODGING HOUSES GARAGE SQ FT 0 CONSTRUCTION . . TYPE V- NON RATED FIRE SPRNKLR VALUATION . . . 20, 000 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 18 . 00 X 12 . 5000 VALUATION 225 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 ELECTRICAL PERMIT QTY UNIT CHG - ITEM CHARGE BASE FEE 30 . 00 12 . 00 X 1 . 0000 SWITCHES / 1ST 20 12 . 00 20 . 00 X 1 . 0000 RECPT,OUTLET / 1ST 20 20 . 00 15 . 00 X .4500 RECPT,OUTLET / OVER 20 6 . 75 12 . 00 X 1 . 0000 LIGHTING FIXTURES/lST 20 12 . 00 i 4 . 00 X 4 . 2500 RES . FIXED APPL.OR OUTLET 17 . 00 1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 MECHANICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 13 . 2500 FAU/FURNACE/DUCTS/VENTS 13 . 25 1 .00 X 6 . 5000 INSTL/RELOCATE/REPLC VENT 6 . 50 1 . 00 X 9 . 5000 EXHAUST HOOD 9 . 50 1 . 00 X 5. 0000 PROFESSIONAL DEV FEE 5 . 00 PLUMBING PERMITS QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE Oper: R 03 6 . 00 X 8 . 7500 FIXTURE OR TRAP Total Receipt no: 22g7 S54l.98 1 . 00 X 11 . 0000 WATER HEATER OR VENT TotallopaQA *** CONTINUED ON NEXT PAGE *** City Of Lake Elsinore Building Safety Division Please Read and Initial: 1. 1 am Licensed under the provisions of Business and Professional Code Section 7000 et seq.and my license is in fu0 force. Post in conspicuous place 2. 1.as owner of the property,or my employees w/wages as their sole compensation will do the work and the structure is not Intended or on the job offered for sale. 3. 1,as owner of the property,am exclusively contracting with licensed contractors to construct the project. You must furnish PERMIT NUMBER and the _ 4. 1 have a certificate of consent toselftnsureora certificate ofWorkers JOB ADDRESS for each respective inspection: Compensation Insurance or a certified copy thereof. 5. 1 shall not employ any person in any manner so as to become subject Approved plans must be on job to Workers Coom pensatlon Laws in the performance of the work for at all times: which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification.you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code ADDrovals Date Inspector EL01 Temp Elec Services PL01 Soil Pipe Underground EL02 Elec Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLOt Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer _Iff%LrL_ Floor Joists RP07 Roof Framing Roof Sheath'no Shear Wall A Pre-1 nth PLO3 Rough Plumb ng I Rou h Electric-Wiring Rou h Electric-T-Bar Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pi -Test PL02 Roof DM ns Flashino P12 Insulation ` BP13 Drywall Nailing BPI Lathing&Siding PL99 Final Plumbin EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool 8 Spa Approvals Date inspector OTHER DEPARTMENT RELEASES Dep.Inspector Department Approval required prior to the Pool Pool Steel Rein./Forms building being released by the City Po01 Pool Plumbing/Press.Test P003 Pre-Gunite EL06 Rough Pool Electric Date Inspector Planning Sub List Approval Landscape P004 Pool Fencing/Access Finance Po05 I Pre-Plaster Engineerincl Po09 I Final Pool/Spa City of Lake Elsinore 130 South Main Street PERMIT PERMIT NO: 03-00000456 DATE: 11/03/03 ** PAGE 2 JOB ADDRESS . . . . . 316 GRANITE ST DESCRIPTION OF WORK . ADD OR ALTER - RESIDENTIAL 1 . 00 X 11 . 0000 GAS PIPING SYS 1-4 OUTLET 11 . 00 1 . 00 X 2 . 0000 GAS PIPING 5 OR MORE 2 . 00 1 . 00 X 4 . 2500 INSTALL/ALTER OR REPAIR 4 . 25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 293 . 00 . 00 293 . 00 ELECTRICAL PERMIT 119 . 00 . 00 119 . 00 MECHANICAL PERMIT 64 . 25 . 00 64 . 25 PLUMBING PERMITS 115 . 75 . 00 115 . 75 OTHER FEES SEISMIC GROUP R 2 . 00 . 00 2 . 00 PLAN CHECK FEE 219 . 75 219 . 75 . 00 TOTAL 813 . 75 219 . 75 594 . 00 SPECIAL NOTES & CONDITIONS FIR OUT EXISTING METAL STUD WALLS,ADD INSULATION,UPGRADE ELECTRICAL,UPGRADE PLUMBING,ADD NEW F.A.U. , CHANGE FLOOR PLAN AT KITCHEN AND BEDROOM,REPLACE ALL WINDOWS AND DOORS TO MEET MINIMUM CODE. remove t-bar ceiling and drywall City Of Lake Elsinore r Building Safety Division Please Read and Initial: 1. I am Licensed under the provisions of Business and Prdfesslop'ai Code Section 7000 et seq.and my license is In full force. Post in conspicuous place 2. 1.as owner of the property.or my employees w/wages as their sole compensation will do the work and the structure'ls not intended or on the job offered for sale. 3. 1.as owner of the property.am exclusively contracting with licensed contractors to construct the project. You must furnish PERMIT NUMBER and the _ 4. 1 have a certificate ofconsenttosellinsureora certificate o!workers JOB ADDRESS for each respective inspection: Compensation Insurance or a certified copy thereof. 5.1 shall not employ any person In any manner so as to become subject Approved plans must be on job to Workers Coompensation Laws in the performance of the work for at all times: which this Permit is Issued. Note: If you should become subject to Workers Compensation after making this certification,you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code Approvals Date Inspector EL01 Temp Elec Services PL01 Soil Pipe Underground EL02 Elec Conduit Underground BPOi Footings BPo2 Steel Reinforcement BPO3 Grout BPO4 Slab Grade PLO1 Underground Water Pipe SS01 Rough Septic System SWO1 On Site Sewer BP05 Floor Joists RP07 Roof Fram no Roof Sheathingo oL r}- 0'7lkL EL03 Rough Electric-Co duot �. EL04 Rou h Electric-Wiring EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe-Test 3 7' Framing_FLQ2_ Roof Drains I341-5 lb BP12 Insulation B Drywall Nailin f a Ty f /YPi I TJ Bpi ILathino&Sidin C PL99 Final Plumbingram— p '6 EL99 Final Electrical j 1 — '� 6V r 1 V "' ME99 Final Mechanical O BPW Final Building Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES Dep.Inspector Departrnent Approval required prior to the P001 Pool Steel Rein./Forms building being released by the City Pool Pool Plumbing/Press.Test P003 Pre-Gunite Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landsca P004 Pool Fencing/Access Finance 1[P05 Pre-Plaster Engineering nlPPo ooVS City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICATION NO. BUILDING PERMIT cz, — APPLICATION EIVED ~ DATE �3 VALUATION CALCULATIONS AP# By Ist FLOOR SF BUILDING ADDRESS 2nd FLOOR SF TRACT BL /PAGE LOT/PARCEL 3rd FLOOR SF GARAGE SF NAaE //) V STORAGE SF o s PH E ADOMS CRYv �v Q DECK&BALCONIES SF : c\ CI OTHER: SF I hereby afinn ihct I—licensed under p Di 7000)of vision 9 of the Business and P I u Zd ©6 C ard.Ttect- F LICENSE I CITY BUSINESS AND MSS TAX/ VALUATION: 0 NAALE FEES NIAJUNG ADDRESS �{BUILDING PERMIT $ CITY STATE/ZIP PHONE PLAN CHECK �5 COITTRACTOR'SS"ATURE DATE 620 ADDITIONAL PLAN CHECK NAME LICENSE x r.LAtLtNG z ADDRESS V < CITY STATE/ZIP PHONE ❑NEW OREPAtR OCC GRP-/ CONST. Z. /��� DIVISION: TYPE: MICROFILM (�� OADDIitON ❑MOVE NUMBER OF NUMBER OF 0ALTERATION ODEI.IOLISH STORIES: BEDROOMS: COPIES ❑OTHER ZONE: ❑SINGLE FAMILY units HAZARD AREA? YES NO IMPRO FEES 11 SCHOOL FEES 0 OAPARTMENTS units ❑CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO OTOWNHOMES units PROPOSED USE OF BUILDING: ❑CCI MMERCIAL OINDUSTRIAL PAID PRESENT USE OF BUILDING: DATE 108 DESCRIPTION O 1 certify that I have rea 'cation and state that the above information is rest. I agr to comply with all city 2 and county ordin es and state to relating to building co truction, eb a rep of this ci teA FOR O CONTRACTOR D OWNER OpeT' t14lt w t no: 442,,1 Total tendered S. ,/ AGENT'S NAME Total w9./� AGENT'S ADDRESS STREET CITY STATE ZIP REV.DATF TITLE 24 REPORT Title 24 Report for: NEW RESIDENCE 316 GRANITE STREET LAKE ELSINORE, CA. ® � l qo ' Project Designer: TH S '" f.M ER ACCOMPANY ALL .;i'►�--i`,'"L REQUESTS: DAVE EVANS (909) 764-3959 I1 0. <i Report Prepared By: AS REVISED KELLY LAMBERT CITY OF LAKE ELSINORE AMBER AIR CONDITIONING, INC. BUILDING DEPT. 29885 2nd STREET, UNIT A & B LAKE ELSINORE, CA 92532 (909) 674-6974 Job Number: Date: 6/2/03 The EnergyPro computer program has been used to perform the catL&ffions seammarized m Bus cornpilmoe report. This program has approval and is auftrized by the CaUfomia Energy Commission for use with both the Resider>trai and Nonresidential 2001 B&nldmg Energy Efficiency Standards. This program developed by EnergySoft.LLC (415)88:3.5900. EnergyPro 3.1 By EnergySaR Job Number. User Number: 1078 I TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory';Measures Checklist 5 Form C-2R Computer Method Summary 7 HVAC System Heating and Cooling Loads Summary 10 E..90'ro 3.1 By EnerrJySaft Job Nwnber: User Number. 1078 Certificate of Compliance: Residential (Part 1 of 2) CF-1 R NEW RESIDENCE 6/2/03 Project T'die Date 316 GRANITE STREET LAKE ELSINORE Project Address Building Pemrit# AMBER AIR CONDITIONING, INC. (969) 674-6974 _ Plan Check IOde Docu rmyrtatim Author Telephone Computer Performance 10 FIM Check/Date Compliance Method(Package or CoffpAer) Climate Zone Enforcement Agency Use Only. GENERAL INFORMATION Total Conditioned Floor Area: 1,600 f? Average Ceiling Height 8.0 ft Total Conditioned Slab Area: 1,600 f? Building Type: (check one or more) ❑ Single Family Detached ❑ Addition ® Single Family Attached F ❑ Existing Building ❑ Multi-Family ❑ EAsting Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: E 1 ❑Raised Floor i BUILDING SHELL INSULATION Cont. Component Frame Assembly ,catiNComments Type Type U-Value (a c garage,typical,etc.) R•30 Roof(R.3021216) Wood 0.035 Extericr Root Slab On Grade n/a 0.756 Covered Stab w/R-0.0 Perimeter Insulation R-13 Wala (W.132c4.16) Wood 0.088 Exterior Wail SaGd Wood Door Nave 0.387 Exterior Door E i t FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins S S GC Shading Yes/No Yes/No Rio Mtestj 28 0 1 0.so 0.53 Bug Screen 0 ❑ ❑ O Left (East) 16.0 0.60 0.53 Bug screen O ❑ ❑ X❑ Rear (Sam) 48.0 0.60 0.53 Buy screen x❑ ❑ ❑ rX Front (Math) 53.0 0.60 0.53 Bug Screen O ❑ ❑ x❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ El El Run tnth'ation ime: 08MM 16:33:26 Run Code: 1064586806 3.1 ey EnpMySdt User Nmiber:1078 Job thmiber. Pa :3 of 10 `Marldatory Measures Checklist: Residential (Page 1 of 2) WAR NOTE: l.amse residential buildings sutmject to the standards miss!contain these measures regardless of the compliance approach used. Items marked with an asterisk 0 my be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit doaun Nit,the features. shall be considered by all parties as minimum component performance specifications for the mandatory measures whelher they are shown elsewhere in the documents or on this dmeddist only. DESCRIPTION ffisbudimm Check or i11iM apprxable boxes or errter NIA if not a"rwable. DESIGNER ENFORCEMENT Building Envelope Measures a•§150(eq: Wmimam R-19 ce iM Insulation. lation. §,50(b): Lose fill i smtatiar mwu9=ftu&s labeled R-Vafue. ®`§15 c if R-13w msulation in vwod fiemed walls or egNmierd Uwatue'um metal frame yells(does •§150(d): hfrnirnum R-13 raised floor emsufation in framed fkxnrs or equivalent. §150(I): stab edge irtsutation-water absorption rate no greater than 0.3%,water vapor transmission rate no greater than 2.0 permfnch. O §118: Insulation specdied 6r Installed meets isutation quality standards. Idxxie type and form. ® §i ir,-v: Fenestration Products,EAerior Doors and controls 1. Doors and a+irdows between candrtioned and unconditioned spaces designed to limit air leafage. 2. Fertestration products(except field fabricated)have label with certified U-Factor,cerftied Solar Heat Gain Coefficient(SIiGC),add Itiltra#m cert'dcehm 3. f)Qerkw does and windows wearhssufpped:all jobts and penetrations cat$ed and sue. a §150(g): Vapor ba niems mandatory in Climate Zanies 14 end 16 orfy. a §15OM: Special h M afkmm terrier Imsta}>ed to oorttply with Section 151 meets Commission quality standards. ® §150(e): Itst�of Faeptaces,Decorative Gas Appliances end Gas togs. 1. fibsatry and bctory4x0 fug have: a Closeable meta!or glass dour b.Outside air with damper and control a Flue damper and control 2.No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures ® §110-11 HVAC eWi meet,water heater stmovvat>eads and faucets certified by the Commissim ® §150(hx Heating andlor coofimg calm fed in a000rdarmoe wi31m ASfifiAE,SPI4ACNA«Atx/L aS 150(i): s�adm N,arrnsta•m a1f appi6u�ie tmeelag atrdfor oucfrg spsterrts. FJ §im& Pipe and Tardy Dion 1.Stowage gas water heaters rated with an Energy Fackr less than 0.58 must be eternally wrapped with iesula6on lravig an insta5ed thertaf resstarmce of R-12 or greater. 2.Fast 5 feet of pipes elasazi to water heater tank,mrurrednxdatig systems.insulated(R4 or treater) 3.Back-mg tanks for sale system,unfired stivage tardcs.at other twitted hot water tanks have R-12 external insmdaeon or R-16 combined Intersallexlemal insm�ation 4.A)burled or exposed piping l surfed in recirculating sections of hat water systems. 5.Coofig system piping below 55 degrees F.Insulated. 6.piping insulating between heating source and Indirect hat water lank. EnetgyPro 3.1 By EnKUYSW User Number 1078 Job Number: Page:5 of 10 -fVlaridatorY Measures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: hearse readerYiat Nadings subject to the Standards must contain Bowe measures regardless of the compliance approach used. Items marked with an asterisk ('I may be superseded by more shirw compliance nxwemerrts fisted on the Cenit>Cate of Compliance- When this checklist is incorporated into the permit do� meals,the futures rated steal be cotsicto by all parties as minimum component perfanmance speafcatiors for the mandatory measures whether they are shown elsewhere in the documents or on this checklist o*. DESCRIPTION Infarctions: Check of initial applicable boxes or eriter WA if not applicable. DESIGNER ENFORCEMENT Space ConcHofting,Water Heating and Plumbing System Measures:(contnued) 1150(m): 0, and Fars V,At dots and plan rm irstalled,seated and vm to meet the regrmernents of the 1998 CMC Sections 601, SM.604 and Standard 63:ducts insulated to a minimum estalled le ell of R4.2 or enclosed entirety in conditioned space Openings shall be sealed with mastic,tape,aerosol seaI or other duct-closure system that meets the appficable requiernerds ct Ut-181,UL181 A,or L L1818. If mastic or tape is used to seal openings greater than 1l4 inch,the omftatien of mastic aid either mesh or tape shaft be used BuSdvrg sha11 ncA be used kr conveyeng conditiorned air. Joirds and seams of d,at systems and thw components stall root be sealed with doth back rubber adhesive dud tapes unless such tape is used in combination with mastic and drawbands. 2 Bu76rg tines,support ptaihxms for air handlers,and plentims defined or corm with materials other than sealed shed metal,duct board or naoble duct steal nit be used tar oorrueyvg conditioned air.Budding cavities and support ptaffionns may contain ducts.tarots instated m cavities and support ptattonns strap not be compressed to cauiye red odors In the cross-sectiord area of the lids 3.Joins and seams or duct systens and then components shall nit be seated with cloth back rubber adhesive dud tapes udess such a tape-s used ii combination with mastic and drawbands- 4.F fan systems have back drat or autnrtmDc dampers 5-Grady ventilation systemm serving condoned space have eftherautanatic or readdy aocessrftk manually opessted dampers 6.Protection of insulation,trstRabm shall be protected fnnrn damage,indudirg that due to suntigM moisture, equlpmert mairtenarroe,and wind d brl not li nited to the*AbA rg:(notation e>q d to weather stall be suitable for outdoor service a g..protected by akanintM sheet metak parted coronas.or plastic omw.Cellular foam insulation shall be protected as above or painted with a ocatag that is water netardai and provides shielding from solar radiation that can cause degradation of the material ❑ §114: Pbd and Spa Heating Systems and Eguepmerd 1-Cerfitied wth 78%thermal ethderuy,on W watch,weherproef operetrg trstnatiors,no electric reststanoe ham,and no piOL 2 Syslan is instated with at feast 36-of pipe betweern tier and beater fur future solar,Gower fan outdoor pools or spas, a Al least 36-of pipe between f ter and heater for fllure solar heating b Cmw tar outdoor pools on outdoor spas. 3.Pool stern has directional Nets and a circulation lation pump time switch. n §i 15:Gas fred eenfrai W..,^,,pod gets,spa heats or tnousetrold cockb g p liia, x s have no coitnuousSy burning p1d W rlort4AeCftig1 cooking appliances with Pilot<150 Stul" ❑ §118 M Cool Rod onstaiel meet specified o to Lighting Measures QU6150()41:Luminaires for general ligift in tdtclo shall have tarrrps with an efte[y 40 lumersMall or greater for general 10 H in kicherts This general lk$tit shall be controlled by a switch on a readily accessible lighting caul panel at an er6rarnoe tb the kichian. ® §150(k)2: Roans with a showier or bathtub muss have either at least one lu mire with tamps with an elfpcy of 4d trrnersfae{f or greater sa3dned at the entranoe to the room or one of the alternative to this requirement allm ed in Section 150(W:and recessed ceig®Quits are IC(rsrrrtion Omer)apprmjed. 3.1 fBy Energy'Sott User Number. 1078 Job Plumber Page:6 of 10 1i�4_C SYSTEM HEATING AND COOLING LOADS SUMMARY PROTECT NAME DATE NEW RESIDENCE 6/2/03 SYSTEM NAME FLOOR AREA FORCED AIR SYSTEM 1 A00 ENGINEERING CHECKS SYSTEM LOAD Number of Systems t COIL COOLING PEAK COIL HTG.PEAK Heating System CFM Sensible Latent CFM I Sensible Output per System 53,000 Total Room Loads 7 11,998 7 306 12,183 Total Output(Btuh) 53.000 Return Vented Lighting 0 Output(Btuh/sgft) 33.11 Return Air Ducts 600 609. Cooling System Return Fan 0 0 Output per System 34,000 Ventilation 0 0 0 0 Total Output(Stub) 34,000 Supply Fan 0 0 Total Output(Tons) 2.8 Supply Air Ducts 1 600 1 609 Total output(BWVsgft) 21-2 TOTAL SYSTEM LOAD t 3 t 7 13 402 Total Output(sgft/Ton) 564.7 Air System HVAC EQUIPMENT SELECTION CFM per System 1,300 Airflow(cfm) 1.300 CARRIER 38CKC036 21,660 11,523 53,000 Airflow(cfmisgft) 0.81 Airflow(cfm/Ton) 458.8 Outside Air(9L) 00 Total Adjusted System Output 21,660 11,523 53,000 (Acgusted for Peak Design Canditions) Outside Air(cfnvsgft) 0.00 TIME OF SYSTEM PEAK Aug2 .Ian 12 am Note:values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Head Peak 22-0OF 69.50F 69.50F 109.00F ® Supply Air Ducts Outside Air 0 cfm Supply Fan Heating Coo 108.E°F 1300 cfm ROOMS 69.5°F 70.0 OF Return Air Ducts COOLING SYSTEM PSYCHROMETRICS Airstreagn Temperatures at Time of Cooling Peak 99.8I722°F 78.4/67.0 OF 78.4I67.0°F 623/61.6 OF ® Supply Air Ducts Cede Air 0 cftn Supply Fan Cooing Coo 62.8161.7 OF 130D drn 56.8% R.H. ROOMS 78.4/67.0°F 78.0/66.9 OF Return Air Ducts 6,ergyPr°3.1 try a gySoft User Ntanber 1078 Job Number. Page:10 of 10 oIo 0 7 -� r 5ITNT1E e REMOVE All Comm - I tANIT Ct C i Ak- iz f�� nn 20GA ( i i a o IR �`'►N TF-R $,c� �QxTE�of, AttIC N 14S I.�s Stvp ctl��G l 1 h ��"� cbs ( a -r-1}A� A 30" of SOa� {� �o��r�sj a<< �3/2 ( i I I � � i ® + REMOVE All p�,e►e.><�R Rp° I I O pRqWA1l . N0 ATTIC Accr~ss i Ii� If! 11 I • REmo,►F Q� wA�� o� s nca�►rzro. J7 ' 3r� FUR CaItNG w/2o CAA, �"SrU only s,M of S►�RIo2 SEE 6ETA1L �%bE 27N 206A, STEEL Q1r� 1�1.1-I. 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Wok-5 9RjWA11 sccS". Irl LNG ti�z RE9 � : s I NE ICJ Z S v A I ���5� M;o►J ' Fs{ �� i✓UK�D OUT I I pylsnNa F°uN� wAIl I� oN CC►J,�R 'POTA i S _ 9z 3770 LIVIWL ROOM CEILING FURIM(I DETAIL FZEVIS1oN - -O Midspan Blocking Details Ceiling Span Table Notes 1. Values are for single spans. 2. Allowable ceiling span calculations based on 33ksi yield strength steel. 3. For fully braced ceilings, use mid-span braced values. 4. End bearing length = 1" minimum. Allowable Ceiling Spans — Deflection Limit L/240 4 psf 6 psf 13 psf Lateral Support of Compression Flange lateral Support of Compression Flange , Lateral Support of Compression Flange,;, Unsupported _ Midspan Unsupported ,, �<.,,Mldapanq.,� Unsupported _,.,�Midspan Thickness Joist Spacing(in)o.c. Joist Spacing(in)o.c. Joist Spacing(in)o.c. Joist Spacing(in)o.c. Joist Spacing(in)o.c. Joist Spacing(in)o.c. Section (mil) 12 16 24 12 16 - 24 12 16 24 - 12 16 24 12 16 24 12 16 24 21 8'' T 11' 7 1' 9 ' 8'9' 7 8' 6'Z 8'5' T 6 8' 6'0` 6'S »�B" 6'6' S 11' 30 9'0' 8'3' T 4' 9-11- 9'0- T 10- 8'0- 7'4' 6'6' 8'B' 7'10' 6'10" 6'4' 5'9' 4'11' S'8' 6'1" 5'3' 33 916, 8'8' 78 10'3' 9'4' 8'1' 8'4" T 8' 6'10' 8'11' 8'1' T 1' 6'6' 6.1. 5'3' 6111, 6'3' 5'6* 1625137 27 711. 9'Z' 8'0' 10'1' 9'2' F 0' 8'10' 8'0' T 0' 8'10' 8'0' T 0' 6'9' 6'2' 55 6 9' 6'2' S 5• 33 10'9' 9'9' 8'6' 10'9' 9'9' 8'6' 9'4' 8'6' T 5' 9'4' 8'6' T 5' T 3' 6'7' S'9' T 3' 6'7' 6 9' Ceiling Joist U-Channel 250�1_ d 5'4 27 9'8- 8 11- T 11' 13'3- 12'1' 10'6' 8'7' 7'11" 7'1' 1 1'7' 10'6' 9'2' 6'11" 6'5' 5 8' 8'11" 7'11" 618, 30 10'0' 9'3- 8'3- 13'9' 12-5. 10'11- 8'11- 8'3- T 4' 12'0' 10-11- 9'6' T 2' 6'8' 5 11' 9'3' 8'4' T 0' 33 10'S' 9'7' 8'7' 14' _ 17 10" 11'3' 9'T 8'T T 7' 17 5' IVY 9'10' T 5' 6'10' 6'2' 9'7' 8'8' T 6' 43 11'9' 10,9' 9'6' 15'5' 14'0' 17 3' 10'5' 9'6' F 5' 13'T 17 3' 10'8' 8'3' T T 6'9" 10'5' 9'5' 8'3' 25OS137 27 17 11' 1T 1' 9'1' W 0' 17 8' 11,11 9'10, 911, 8'2' 17 2' l l'1' 9'8' 8'0' T 5' 6 T 7 5' 8'T T 6' 33 11'9' 19 10" 9'8' 14'11" 13'6' 11'10' 10'6' 9'8' 9 8' IT T 11'10' 10'4' 8'6' T 10' T 0' 10'0' 7 1' 8'0' Joist Web Stiffeners 43 IT 2' 17 1' 10'9' 16'2' 14'8' 17 10" 11'8' 10'9' 9'T' 14'2' 17 10" 11'2' 9'4' F T T 8' la 11' 9'11' F 8' 250S162 33 13'S' 17 5' 11,1' 15'8- 14'2' 17 5' 17 0' 11'1' 9'11' 13'8' 17 5' 10'10' 9'9' 9'0• 8'0' 17 T 9'T 8'4' ' , 43 id'11' 13'9' 17 3' 1T 0' 16 S' 13'6' IT 3' 17 3' 10't1' 14'10' 13'6' 11'9' 10'8' 9'10' 8'9-1 11'6' la 5' 911, 3505126 18 9'4' 8'8' 7'8' 13' 1' 12'1' 13 3'e 8'4' 7'8' 6'10'e 11 8'e 1G'6'e 9'2 e 6 8'a 6 2'e 5 6'e 8 10'e 7'13'e 6'6'e 27 10'T 9'9' 8'9' 15'1' 14'0' 12'5- 9'6- 8'9' T 10' 13'6' 12'5- 16 11- T 8' T 1' 6 5- 10'7- 9 6' 8'1' 30 10,11' 10,1' 9'0' 15'6' 14'4' 17 11' 9'9• 9'0' 8'1' IT 11' 12'11' 11'5" T 11' T 4' 6'T 11'1' 10'0' 8'6' 33 11'4' 10'6' 9'4' 16'1' 14'10' IT 4' 10'1' 9'4' 8'5" 14'S' 13'4' 11'11' 8'2- T T 6'T 11'8• 10'T 910, 43 17 7' 11'T 10.4' 1T 8' 16'3' 14'6' l l'T 19 4' 9'2' 15'9' 14'6' 13'0' 9'0' 8'3' T 5' 17 8' 11'8' 10'2' 35OS137 27 11.11 11'1' 9'11' 17 3' 16'0' 14'4' 17 9' 9'11' 8'11" 15'6' 14'4' 17 6' 8'9' 8'2' T 4' 12'2' 11'0' 9'4'e 33 17 9' 11'10' 10'T 18'3' 16'11" 16 2' 11'5' 10'T 9'6' 16'5' 15'2' 13'4' 9'4' 8'7' T 9' 13'0' 11'10' 10'3' 43 14'T 13'0' 1 t'T 19'11' 18'5' 16'6' 17 T 11'T 10'4' 17 10" 16'6' 14'6' 10'2' 9'4' 8'5' 14'2' 17 10' 11'3' Web Stiffener 350SI62 33 14'T 13'6' 17 1' 20-3. 18-5- 16'1' 13'0' 17 1' 70 10' 1T 8' 16'1' 14'0' 10'7' 9'10' Ir 10• 13,8' 17 5' 10'10' Joist 43 16 0' 14'9' 13'2' 27 0' 20'0' 1T 6' 14'4' 13'2' 11'10' 19 3' 1T 6' 15 3' 11'T 10'8' 9'T 14'10' 13'6' 11'9' Joist d 5" n 9 - 9` 3' 8 6' 7 9 5.' e !I e 5 7'e 9 ;e '1'e 6 Te k 27 10'8' 9'11' 8'10' 15'3' 14 2' 12 ' 9'7' 8 !0' 11' 13 8' 12 ,' 11 J 1 7,9 7'2' 6'6" 10'9' 9 8' 8'3' ` \ 30 11'0' 10'2' 9'2' 15'8' 14'6' 13'1' 9'10" 9'2' 8'2' 14'1' 13'1' 11'T 8'0' 7'5' 6'8' 11'3' 10'2' 8'9' '\ 33 11'5' 10'7' 9'5' 16'3' 15'0' 13'6' 10'3' 9'5' 8'6' 14'6' 13'6' 12'1' 8'3' T 8' 6'10' 11'9' 10'9' 9'2' 43 17 9' 11'8' 10'5' 1T 9' 16'5' 14'8' 11'4' 10'S' 9'3' 15'11' 14'8' 13'l' 9'1' 8'4' T 6' 17 10' 11'9' 10'4' 362SI37 27 17 1' 11'2' 10'1' 17 5' 16'2' 14'6' 10'10' 10'1' 9'1' 15'8* 14'6' 17 10' 8'10' 8'3' T 5' 17 6' 11'2' 9'Te Track '\ 33 17 11' 11'11' 10'8' 18'5' IT 1' 15'4' 11'T 10'8' 9'7' 16'T 16 4' IT 8' 9'5' 8'8' T 10' 13'4' 17 2' 10'6' 43 14'3' 13'2' 11'9' 20'1' 18'T 16'7' 17 8' l l'9' 10'5: 18'0' 16'7' 14'10' 10'3' 9'5' 8'5" 14'6' 13'3' 11'6' 3625162 33 1 r 8' IT T 17 2' 20'9' 18'11- 16'6' 13'2' 12'2- 10-11 18'2' 16'6' 14'S' 10'9- 9'11' 8'11' 14'0' 17 9' 11'1' 43 16 2' 14'It- 13-4-1 2z T 20'7- 1T 11' 14'5- 13'4- 11'it- 19'9- 1T it- 15'8' 11'8- 10'9- 9'8- 15'3- 13'10- 17 1' Web Stiffener k 400S125 27 11'G' 10'2' 9'i' 15'9' 14'T 13'1' 9'10' 9 1' 8'2' t4'2' 13'1' 11'i 8 0' T 5' 6'6'! 11'3' 10 2' 8'9'e �\ 30 11'4' 10'6' 9'5' 16'2' 15'0' 13'S' 10'2' 9'S' 8'5' 14'6' 13'5' 12'0' 8'3' 7'8' 6'10' 11.9' 1018. 9'2' 33 1119, 10'10, 9'8' 16'9' 15'6' 13'10' 19 6' 9'9' 8'8' 15'0' 13'10" 17 5' 8'6' T 11" T 1' 17 2' 11'2' 9'8' 43 IT 0' 12'0' 10'8' 18'3' 16'10" 15'1' 11'7' 10'8' 9'6' 16'4' 15'1' 13'6' 9'4- 8'7' T 8' I T 3' 17 T I T T 40OS137 27 12'5' 11'6' 10'4' 17 11" 16'T 15'0' 11'2' 10'4' 9'4' 16'2- 15'0' 13'4' 9't' 8'5' T T 13'0' 11'9' 10'0'e 33 1T 3' 12'3' 1l'0' 18'11' 1T T 15'10' 11'10' ll'0' 9'10" 17 0' 15'10' 14'2' 9'8' 8'11' 8'1' IT to, 17 8' ll'0' 43 14'T 13'6' 17 0' 20'T 19'1' 17 1' 11 0' 17 0' 10'9' 18'5' 17 1' 15'4' IV 6' 9'8' 8'8' 15'0' IT 9' 17 1' 40OS162 33 is 1' 13'11' 17 6' 21'8' 27 1' 1T 10' IT 6' 17 T l l'3' ITT 1T 10" 15'6' l l'0' 19 3' 77 IF 2' 13'9' 17 0' 43 16-7- 15'3' 13-8-1 2T 5' 21'8' 19 4' 14'9' IT s• 12'2' 21'0' 19-4- tell' 11'1t' 11'1' 9'11' 16'6' 14'11' IT 1' Track 6001'71 12 Se 6'e 1G 4'e 17 1�'e 16'7'2 14 11'e 1'e 10 4'6 9'3'e 16 la 14 11'a 13 6 e 9 1'e 8'S'e 7e a e 2 2'e 1G'9'e Track 30 12'9' 11'9' 10'7' 18'4' 17'0' 15 4' 11'5' 10'7' 9'6' 16'6' 15'4' 13.9. 9'4' 8'8' 7'10" 13'6' 12'6' 11'2'e 33 13'2' 12'2' 10'11" 18'10' 17'6' 15'9' 11'9' 10'11' 9'10" 17 0' 16 9' 14'2' 9'T 8,111 8'0' 13'10' 17 10' 11'T 43 14'5' 13'3' 11'10' 20'5' 18'11' 16'11' 17 10' 11'10' 10'T 18'4' 16'11' 15'3' 10'5' 9'T 8'T 14'11' +' 17 5' Stud 60OS 137 33 W 10' IT 9' 17 4' 21'4' 19'10' 17 10' IT 4' 17 4' 11't' 19'T IT 10' 16'1' 10'10' 1011, 911, IF 9' 14'T 117 1'e 43 16'2' 14'11" 13'4' 23'0' 21'4' 19'2' 14'6' IT 4' 17 0' W 8' 19'2' 17 3' 11'9' IV 10, 9'9' 16'10' 1 14'1' Stud 60OS162 33 16 10' 15'T 14'0' 24'4' 27 T W 4' 15'2' 14'0' 17 8' 21'11' 20'4' 18'4' 17 5' 11'6' 10'4' 16 0' 16'8' t4'8'e 43 18-4- 16'11' 15'Z-1 26'3- 24'4' 21'10" 16 5" 15'2' 13'8' 23'T 21'10' 19'8' 13'4' 12'4• 11,1' 19,T 171 11' 15,11' 'P49rn (0a ST1tuC_W19 - S-MEL STUD -JINo Kos W11V FIA Nj 1E �AR4EST SPf�N S I j�L�� YO111^1C-) � plerPIcH re-t ► tjicAL Rt` F0z6is_t'C 1sr 06v- PR6v1 oe s j�J�DOM�K(tCHEtJ OW NEB- 1 "e"Web stiffeners required at supports. 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