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14145 SW HALL BLVD-1 14147) SW X313. Blvd '"— i � fY {. r J I go 02►- r u .� 4-J H a CN o m to e., H a + 14 9 b00u �� 3 � . ® � 3 m d to fn b o u Lr) e� LnQD 'p • o � +r 1 4-J � P4cli INSPECTION NOTICE City of Tigard Building Department N.U. Box 23397 •�igerd, Oregon 97223 Phone. 639-4175 Type of Inspection Date Requested _ Tfine A.M. P.M. Address — f✓i✓/cscC��, l� Permit # Owner __ _. Lot Builder __ _-• --- --- The following Buildiny Code deficiencies are required to be corrected: C7 le, Presented to - fr 11 Approved U Inspector Disapproved Date — - - --� -- CALL FOR �REINSPECTION ❑ YES ❑ NO FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 379.2 INSPECTION NOTICE OWNER --GATE OCCUPANT .--OCCUPANCY _. _ LOCATION Youn A T TrNTIObf is rAt-LED TO THE f-0,LOWIN* FIRE SAFETY OEFIC.IENCIES, r AJ LURE TO COR-CCT THE ABOVE CONDITIONS WITHIN DAY-) WILL MAKE, YOU LIABLE 10 rno.f.CUTION 8"0 LC` FIRE RESULT FROM SUCH CONDITIONS YOU MAY OF LIANILt rOR DAMAGES TO PFRSnNS OR p"orrnly iNt,rn tlqOVlqlr)NS OF ORS 479 190 By WASHINGTON COUNTY FIRE DISTRICT#1 FIRE MARS14AL 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 649.8577 PRESENTED TO- rORM. goo 40 AE."Oi 51 j!CC _ �� Alec e Y-- -13 cl�x-oet 4,ii-A rL.)-nooc/ i,3c�,,�iy risF.v - �o,z�' �.r,ri,v� •E'�c,�%�-f�F-�sr A(I f-"e,-5 /10 97 w w w w w ae. w �N 'ONSULTANT SERVICE •OF COGUNSIA EMPIRE EN0INF.ER1"O_ IN.: '"--� --- -- P O BOX 16596 PORTLAND. OREGON 97216 Sept. 14, 1987 503) 761-0700 Pastor Wayne Glazener Hail Boulevard Baptist Church 14145 S.W. Ha11 Boulevard Tigard, OR 97223 Dear Pastor Glazener: In reference to our letter of Sept. 8, 1987, it has been requested that the Simpson. ST22 strap tie be replaced with a sawn timber reinforcement of the joist. The joists that have been notched can be properly reinforced by the addition of 6 feet of 2" x 611 on one side of the notched joist. The 2/1 x 6" should be centered at the notch with 4-16d nails 'both sides of the notch. The first nail should be 3 inches from the end of the 2" x 611. The other nails should be 9 inches on center staggered at the top and bottom of the 2" x 6" . The 211 x 611 should be nailed so that -the bottom is immediately above the notch. Best Regards, Lorenvo J. Nelson Architect for, CHURCH CONSULTANT SERVICE L.JN: j n copy sent to Mr Tom Plesher. C', oPY P.O.BOX 127+"UAL41 IN,OREGON 97062•PHONE 682-2601 August 31, 1987 Long Engineering Consulting Engineers 8950 S.W. Burnham Tigard, OR 9722:1 Gentlemen: RE: Hall Boulevard Baptist Church 14245 S.W. Hall Boulevard The mechanical plans submitted on the above-captioned property are approved as submitted. If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN RURAL. FIRE PROTECTION DISTRICT Gene Birchill Building Official ssw cc: City of Tigard Inspector Ray Hall Boulevard Baptist Chur.h raalat* )use Aoskt P.O.BOX 127•TUALATIN,OREGON 97062*PHONE 682-2801 August 21, 1987 Pastor Wayne S. Glazener Hall Boulevard Baptist Church 14245 S.W. Hall Boulevard Tigard, OR 97223 Dear Pastor Glazener, RE: Hall Baptist Churrh The plans showing emergency vehicle turn-arounds submitted on the above-captioned property are approved. This department Is still awaiting plans showing the installation of a fire hydrant within 250 feet of all portions of the building as accessed by emergency vehi- cles. Measurement made along access roadways indicate distances of well over 500 feet. This is totally unacceptable and revised plans need to be submitted showing new fire hydrant, location for this build- ing. The plans continue to remain unapproved until this problem has been resolved. If I can be of any further assistance to you, please feel free to call me at 649-8577• Sincerely, TUALATIN RUR FIRE P E ION DISTRICT Gene Birchil.l Building Official 9sw cc: Bots Ray Brad Roast Bob Santee ■e � � wt w � � s A J j WASHINGTON COUNTY FIRE DlSTRlC r NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/64! •8577 PF— August 6, 1987 Pastor Wayne S. Glazener Hall Boulevard Baptist Church 14245 S.W. Hall Boulevard Tigard, OR 97223 Dear Pastor Glazener, RE: Hall Boulevard Baptist Church New Additions The new and redesigned sheet 4/3 for the above-captioned property has been reviewed and is approved at this time. This department is still awaiting revised plans on fire department access roadways. Until such plan has been received, the fire department cannot ask the Building Department to release the stop work order, now placed on the project. If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, TUALATIN FIRE DISTRICT' Gene Birchill Building Official. cc: Tigard Building Dept. Inspector Ray STOP FIRES— SAVES LIVES CITYOFYiVARD June 30 , 1987 OREGON 25 Years of Service 1961-19186 Hall Boulevard Baptist Church 14145 SW Hall Blvd. Tigard OR 97224 Dear Sir( s ) or. Madam( s ) : It has been brought to my attention by the Washington County Fire District 41. that there are potentially serious problems with the addition to your building, related to the fire and building codes . Therefore, I must order that all construction cease until the problems have been resolved. If you have any questions , please call me at 639-4171, ext . 319 . Sincerely, Brad Roast Building Official BCR;jdo 13125 SW Holl Blvd, PO Box 23397,Tigard,Oregon 97223 (503)639-417,1 ------ _ LJLWJL� WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.V . Blanton St. • Aloha, Oregon 97007 • 5031649.8577 June 25 , 1987 Mr. Brad Roast Building Official City of Tigard P 0 Box 22397 Tigard , OR 97223 Dear Brad, RE: Hall Boulevard Baptist Church 14145 S.W. Hall Blvd, FM7. 351B-054-000 This is a request to place a stop work order on the above-captioned project. In my limited plan review, I noted the following items that should have been answered arid resolved prior to the issuance of a building permit by your office. 1 . Inadequate fire department access and turn-around. (UFC Sec. 10.207) 2. In adequate available fire flow vs. required fire flow. (UFC Sec. 10.301(c)) 3. Inadequate fire resistive construction and information on plans . (UBC Sec. 602(a) and UBC 301(c) as amended by TRFPD Ordinance 86-5) Also , work should not have been started on this structure as specified in UBC Section 301 as amended by TRFPD Ordinance 86-5 Section VIII . Amendments to the Uniform Building Code which states: "Permits Section 201. (a) Permits Required. Except as specified in sub- section (6) of this section, no building or structure regulated by the district pursuant to ORS 478.910 et sec. shall be erected, construc- ted, enlarged, altered or converted unless approval has been obtained from the Fire Marshal and a permit is obtained from the Building Dept. of the jurisdiction where said work is to he executed." A plan review will follow shortly. STOP FIRES— SAVES LIVES Mr. Bre ' Roast June 2 . 1987 Page 2 If you have any questions , please call me at 649-8577. Sincerely, TUALATIN RURAL FIRF PROTECTION DISTRICT Gene Birchill Plans Examiner/Building Official SSW cci Lorenzo Nelson Pastor Wayne Glazenen Nall Boulevard Baptist Church Inspector Ray w w O aw w wLML a aawa t )dam !�' "kwo P.O. BOX 127•TUALATIN,OREGON 97062•PHONE 662-2601 Hall Boulevard Baptist Church 142.45 S.W. Hall Blvd. June 24, 19$7 Tigard, Oregon 97223 351B-054-000 23056-1 Insp. Type RAF Dear Lorenzo Nelson: This is a Fire and Life Safety Plan Review and is based on the 19$5 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC) , and other .local ordinances and regulations. Submitted plans are not approved for construction. Plans must be revised arid re-submitted for review and approval. Fire hydrants shall be provided within 205 feet of all portions of the building unless it is provided with an approved automatic sprinkler system where hydrants may be within 500 feet of all portions of the building. Measurements shall. be made by way of emergency vehicle driving surfaces. Where dead-end driveways and streets are 150 feet or longer, approved turn arounds shall be provided or driveways shall be looped. Available fire flow in the area is 2,500 ^PM. With the total combined area of the existing and the new :areas of the church, required fire flow is 3,000 GPM. approved Required fire flow may be reduced by 50% where an re extinguishing system is installed meeting the r equirements of UBCa Chapterutomati` 38orby subdividing the structure width into separate buildings with fire resistive area separation walls as specified in Sec. 505(e) of the UBC. UFC Sec. 10.301(c) and TRFPD Ordinance 86-5. This structure will be reviewed as a Group A and Group E occupancy, If education, as defined in the Building Code, is not to be part of the use of this structure, a letter from the Church Administration shall be filed with this office and those stems pertaining to an E Occupancy will no longer, be required unless still applicable by the A Occupancy requirements, Due to the occupancy of this structure and the existing structure to which this one is attached, the entire structure shall be not less than one-hour fire resistive construction. Fire resistive construction may be substituted with automatic sprinkler protection throughout except for those items listed in Sec. 508 of UHC. UBC Sec, 602(x) and Tbl. 5-C Provide this office with a list of the items designated on tf.e various pages by letters enclosed in sections (Example: see section A over 4 on page 4 of 4). Submit electrical and mechanical plans for review and approval to this office. This structure requires a fire retardant roof. Submit documentation to this office of roofing material.. � ew Due to the great number of deficiencies in these plans, only a cursory review was conducted. With the .,es,)lvi.ng of the above items and submission of additional plans, a more complete plan review will be forthcoming. It is the understanding of this Dlan Reviewer that the City of Tigard Building Department has issued a building permit on this structure for construction. At the time of the writing of this review, ". . .NO building or structure regulated ` by the District, pursuant to ORS 478.910 et seq. , shall be erected, constructed, enlarged, altered or converted unless approval has been obtained from the Fire Marshal.. . ... UBC Sec. 301(a) TRFPD Ord. 86-5 If you need additional information of if I can be of further help, please do not hesitate to contact me at, 649-8577. Sincerely, Gene Birchill ,� Fire Prevention Bureau r N17260 UCCUPANCY FILE LASI JUN 3(), fUP.1_ATIN FIRE MOT ((:rIU A) Pat1c J KEY 5CREEN I Nome HALL IJOULEYARD PAP11ST CHORCH 0: 3(.)J13 • •(154 -000 m r v i�F, L;W IIAIA_ 131. 'I'l 6. Special (I Q r)l'tj Nort3: TIA'.'4C SCUILA.-N 11horip Ceimus batt: �1010 1) JJ U 1-F T'd .17. Code Vdition: .1 Vnt.! P It(I T1(? !-,;:3;i. 2T//1 .1(3. 11:111q V a) I I v 0C) 1"1;4 i ) -- Ap tip: I Colifi'llt Vial 40 r ec A d d s ;"0. Other. Vill Uv 40 Ctu, st, zp : " I . I A) C, J 01 dg Owner flastur Wayne 0. OJmzenL.,j :.,. U13C Uct. 1/pt 13 0 Phone 17,00) 390-3077 'J. Lira Ali-m 15q: F)u j t P A p f A) arffl Bqvt. 41: NOMI- Address 16LiJ.6 S/W 9:3 rd. 15 III-op in Osv Y Cty, St, Zp: Tiqavd, Or. 97r'.)2.4 P"'). Date DO I t 1:? EfTIT'g Contct: I-Orret7t Fis-.hei, Remodv) 1_1 Emerg Phone: ( 50:3) 6UA-30HO IN. 0'rouTid Ai-t-Ii, 14 ins rupp/mo: j Nt- / 1r? 1 '?01 Occ Use: 13.1 Church, chappi 1- 3 RI: PI t 011 C'1 l ON Ss flL I N Alarm Shutolf Loc,"ticit, NUNII: Power Shutoff I.-ocatiul, INSIDE LOWL-11? L-i:-V[-'.L J. Water Shutoff Location NrX1 TO HYDRANT A'I HALL 11L.VD. Natural Gas Shutoff Location: otj*r,31DE N. U. LOWLI? Lr-V(-*I- NI_*'eNH DEI(JIjS 1"DC Location IVCINI 50T' irklev Contrul LoLetion NONt- 7f;3rid Pipe Lac iltJcin NON17 o01,ic Access Location !:tlum; rlw (J �ipecjal Hazard 'ftjpf� Cotic, 00 NONL` Special Hazard TL11)(A NONI- il Special Hazard Louaticiti NONIL 12 Water Source Lo(-ation H'OMANT Al HAIL BLVD ENTRANCE' 13 Stairway/Vert Shaft. 11rot Y/N: ;_l stairs enclosed # VITlt shaft CONSTRUCTION SC R L-P.N I Const Type 51 V--Ihr 16. N Prop L,i it u. I Wa I I Prot Basint Area 0 10. U Ij i-o p Line rotal. Area (it L142 1C/. Wi.i I I Prot "I - Pi # Stories 2 20- t: -(jp Litre 6 Height-Ft LIP 21 . Wall Prat 7 Inter Calmn: 10 LT WD FR 22. W Pi,o p Line 8 Roof Const 11 WD TRUSS 2,'1. Wall Prot 9 Roof Cover 03 FR ONKNO 24. Ai-Pa Wal : NONF 10, Roof Area 111 .'100 2.5. Arf�a Wal : 11. UBC Occ2/ft: 26. Ai-t-a We] : 10. UBC Ocr3/ft: 27, Plan Lnv : 98. i 13. UBC Occ4/ft: 2S. Mist 14 Auto SP Us(-: 19. Auto FA Use: BUILDING PERMIT APPLICATION DATE______-_—___ ts__ _____ 46 6 4 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNERJOB ADDRESS - _-- -� ---ARCHITECT ENGINEER BUILDER — _ADDRESS DESIGNER STRUCTURE ❑ NEW ❑ REMODEL LJ ADDITION ❑ REPAIR L RENEWAL 11 FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL Ci GOVT 0 RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE BLDG.TYPE _ y r�FIRE ZONE —PLAN CHECK BY HEAT rr SEWER PERMIT N OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AIIFA NO.BEDROOMS VALUE BUILDiNG DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL 3E DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS .. LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State tax SDC— Totai — ------ _ � pDClf APPLICANT OR AGENT By Approved Receipt No,,., f �, ADDRESS --- ---- PHONE ^ - T DATE INSF. TYPE INSPECTION REMARKS PLUMBING DATE ---- ---- - ---- -_ --.� Contractor -- Permit No. � — Rough-in Fixture Final ~— HEATING Contractor Permit No. Gas or Oil Roughen - — Final ^--- - - SEWER - ---- Final - DRIVEWAY Final _.__- --�— -- -- Stom Drainsp (Rain Drain)Find -.—__— SidowMk - - Curb&Street Final - Approach — �iILDG DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTInCATE OCCUPANCY Final Landaceping Zoning Final 61RJIL mMAJILmw_UL=N&AL_��ffl CITY OF III;ARD Permit No. SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications, SIGN LOCATION ADDRESS; Y/ �E ��C� ( `I �� ZONING; NAME OF COMPANY: APPLICANT/AGENT: The City of Tigard imposes an annual Business Tax which must be kept currant on all persons doing business in the City . Du you presently have a current Business Tax? _ a4 PROPOSED SIGN: PLRMANENT ( ) FRLESI`ANDING TEMPORARY ( ) WALL ( ) 2 BILLBOARD SIGN DIMFNSIONS: _._ — �.., k TOTAL SIGN ARLA (Sq. ft• ) WALL AREA (Sq. ft. ) : / HEIGHT (ft) : r• l —�-- PROJEGIION: ' ILLUMINATION_YES ( ) NO COPY: MATERIALS: EXISTING SIGNS: L — c _ OTHER PERMITS REQUIRED: YES ( ) NO COMMENT'S: �;' ": (r:u� : _,( _ _..-..__ ! t of PLANNING UEPARTMENI A I t sign permits must be accompanied by N Permit Fee: scale draw irig and plot plan. If work Receipt No. : authorized under- M sign permit has nut been Approved By ; completed within ninety days after that Date_ issuance of the permit, the permit shall _ become null and void. i CERTIFY THAI I AM TH1 RECORDED OWNER OF 1141" PROPERTY OR AN AhFNT AUTHORTILD BY THf OWNE..R, Applicant' s Signature Address ��falaphona DAS:bs62 ' K 4 . I I � Q J l o +I R C�t I \J 7 W cn Cj v iy � � \ pe, o Q Cy LL 0 2 ----,f ; �--- a , � � a m p!lVVS /y'Nvi//jE,tTirtr,� 1' ✓'LOAN !!�1A<�C //1'l> Yr i�yr S ycvfs Titer 1 N � C.VuCCIO .015-1/ - _ SAW DIro//.Awa rf �rL✓LIT C,v r _iNuf N/6R�I I rr O 1 _.--- p.dSTRUCfloi� roRApPROVEOITY O►= (1GI%Ru SP�Z- Sri E F,L)ORE3�, PERMIT NO. ��L " '��YE _ � a —TITLE_ ___-- By � J Z u Z n o IV,c,oj file poa�iNs ,tivv LN,varc4Ak f o t ?Filer Ev NAZI 01W.0 0, X7.1./- y Z w- J- w ff,�� ,�!✓V J t,C O ,O'Nvv/lL,ttiavnr N � 1 CA J'/6',V — - _ 1"/� D�nI/s s,c-•—ewe— rear w,esr �✓t'rx'3P�I_ K ,� .11Eff/L� �FN�vl�4 a vr>ni.sv Qiv� `bra, ' o� 1 C1 � 1 �ti Y v O v _�.��:��//lel •rA....�N/.f O F� --- �1 O v 6 L,Oj fii2 pAalriN s rtivv L,�,ciosc,,�vra� QEr�dv �, ,'Z .ro r 14ALI a�vv �A��f cr✓/ntc„t0 / i fir" 1V � Zk- km o o lZt LL._ Q w > r,. C] \` O O Q \ u. r CL IL h l i CITY OF TIGARD Permit No. Sp U:,86 SIGN PERMIT APPLICATION The applicant hereby applies for a permit for, the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADt)RESS: —145 Sw Hail R1-d- ZONING: a� NAME OF COMPANY: Bail Blvd_ Bentiat Chnrrh APPLICANWAGENI: Boh ppf,kpr The City of Tigard imposes an annual Business fax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Not Applicable PROPOSED SIGN: PERMANENT (XX) ERLESTANUING ()X) TEMPORARY ( ) WAIL ( ) SIGN DIMENSIONS: „ BILLBOARD ( ) TOTAL SIGN AREA (Sq. ft. ) , 1"q 51; an_ ft WALL AREA (Sq. ft. ) : N/A _ HEIGHT (ft) : 57_4 inrbPx, PROJECIION: _ N/A ILLUMINATION: YES ( ) NO (XX) COPY; Hall Boyya d B�Dtiat birch MATERIALS: wood. woo_ dQ�Dg3tg _� LXISTING SIGNS:_ Npnp OTHER PERMITS REQUIRED: YES ( ) NO ( XX) COMMENTS: _��Q sides. Humove C mpo ary j ' ,p inr to orPrtinn of pArmaQ6 L _ aien PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee; _21,,00 .r scale drawing and plot plan. If work Receipt_No. : 1715D authorized under a, sign permit has not been A roved nh completed within ninety days after the Oa�te: 0 -toh _ issuance of the permit, the permit shall becoino null and void. I CERTIFY THAI I AM THE RECORDED OMKR or 1HE PROPERTY OR —AN-� AGENT PtUTWORIZED By TW OMER %Pplicant' s Signature tz Address t�1�phoM DAiy:bs62 Construction Inspection R Related Teats Carlson Testing, Inc. P.O.Box 23814 "ngard,Orogon 97223 Phorw(503)664-3480 September 22, 1986 #('P-2773 FIELD INSPECTION MU"ORT DATES COVERED: September 15 through September 19, 1986 PROJECT: Tigard Christian Church Sanctuary Bldg. ADDRESS: S.W. Ball Blvd. & Omara INSPECTOR: N. Moshberger 9-15-86: Inspected the laying of brick on class room & electric roam walls. All work progressing according to prints and approved plans. 1 -1b-86: Continuation of laying of brick to 41 lift on class room ant-, t�lectrical room walls. Zonolite insulation was being placed in walls. Inspected the placement of grout in brick walls and cast 3 4 x 4 test prisms. Found all rebar placed properly with horizontal bars being tied as per instruction. Also cast 3 2 x 4 mortar test cylinders an Type S mortar, 1800 P.S.I. 9-17-86: Inspec:tpd the placemeat of 2500 P.S.I. grout and re-bar in auditorium walls found Rebar placed according to drawing and all cells clean for placement of grout. All work being done properly and to prints. 9-18-86: Inspected the laying of brick on second lift of: class roam walls to top out. Found all work being properly done and in-conformance with approved plans and sp--Af icat i.on. 9-19-86: Masons stated laying brick on 2nd lift of electric roam walls to top out. Zonolite insulation was placed in classroom and electric room walls. All. horizontal and corner bars were placed properly with 18" overlap. Found all cells clean for placement of grout which also was being done. Found all work being done in conformance with approved plans and specifications. Respectfully submitted, n C� ING, INC \' Douglas W. Leach President Wkt..k Cr: City of Tigard Bristols Church Const. Tigard Christian Church � j f PAL 7 Vte Q V •. QD U (� a+ `.-1 cA 1, , :`' ,� �h�?�`1f1v,,� '!uA+, �►d��r� AI�V4 . `Uf1� �i�,�ti�gi0.y �ply�• }� 11111' )ice_ �• 'R�t �e r � * N � .1 c � A}�+ � .� '•,�"�AIY.::t6�"fit ��` ` t� � �� _ , 44 A to 41 a. 41 o I 44 f4 4 8 cli Co �A nr A to � a ir IV b � tOtow 04 U C ! s' r• _ 1. r , L -�TTTi•TTi. � 1 i INSPECTION NOTICE I — City of Tigard Building Department 12420 S.W. Main St. I Tigard,Oregon 97223 i - \ Phone: 639-4171 1 Type of Inspection Date Requested_ I21 Q c _ Time_ A.M. Address .� �` �' -�1� Permit #----------_--_ Owne __/ L,L/ ►�_ '- ' ''�, .� �ic. Lot --- Builder The following Building Code deficiencies are required to be corrected: 7 Presented to _ _ Approved Inspector I Disapproved Date -- CALL FOR REINSPECTION YES L.— NO �, � 1Ufl � fl11 (1 � U � fl � � IR � 1' � 01 � C110U , � , OIS1 � ICl P 0 BOX 177 • TUALATIN OREGON 97067 • PHONE 687 2601 • RUSSELL WASHBURN. CHIEF October 2, 1984 Nall Boulevard baptist Church 142.45 S.W. Hall Boulevard Tigard, OR 97223 Dear Sir: This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) , the State of Oregon Mechanical Sepcialty Code and Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances I and regulations. This building is of Type V, one-hour construction, therefore: I. Ceilings shall form continuous fire-resistive membranes, but may have openings for copper, sheet s`.eel or ferrous plumbing pipes, ducts and electrical outlet boxes provided the areas Of such openings through the ceiling aggregate not more than 100 square inches for any 100 square feet of ceiling area. UBC 4303(b) 2. All duct openings in fire-resistive ceilings shall be protected by approved fire dampers having a one-hour rating. UBC 4303(b) This is an addendum to the original plan review. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. Normal office hours for Fire District inspectors are from 8:0() to 9:00 a.m. and from 4:30 to 5:0y p.m, Inspection requests and questions should be made by phone during these hours only. Whenever possible please ask for the inspector you wish to talk t.o. Sincerely, 1 Bob FTunt Deputy Fire Marshal BH:md BUILDING PERMIT APPLICATION 3'IGARD DATE 19 1 HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONt. _�. .-'•�j_ OR AS SHOWN AND c`PROVF_D IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER -- --�--- JOB{ADDRESS 14J45 Gli vall biya. LOT NO. t , , ARCHITECT LJ lave ENGINEER BUILDER-.-..— srr• ADDRESS Paine 1 DESIGNER fort land STRI ,JURE NEW _ ❑ REMODEL _ ❑ ADDITION ❑ REPAIR _❑ RENEWAL _ ❑ FIRE DAMAGE ❑ DEMOLITION RESIDENCE C i COMM ❑ EDUCATIONAL Cl GOVT IN RELIGIOUS ❑ PATIO ❑ CAR POR_T_❑ GARAGE G STORAGE_ ❑ SLAB❑ FENCE OCCUPANCY _^2LAND USE ZONE f; 1PU BLDG.TYPE 5 1fiTc FIRE ZONE-- PLAN CHECK BY HEAT —..__--- c ?i Story JAIdg. ..11 per approved plans and LIBC Code 1.eyuircments This permit includes all site work --- SEWERPERMITN_— (o dAA Plumbing 6 Afecu. permits required OCC LOAD _ - FLOOR LOAD HEIGHT 25+ NO,STORIES 2 AREA 8162 N0.BEDROOMS — VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE - Permit _- _l33.ilU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 416.45 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE � _ -_ WORK WILL BE DONE. IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ' 293 2U WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 5u4•tIIlsa _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 29.32 YFEf SE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total 1531.97 SDC- - - -- --- -By PDC# APT'UCANT-(5R ACEN7 - �� Approved H 1l+ Receipt No. L ADDRESS --_. - PHONE —'� --- DATE INSiP TYPE INSPECTION REMARKS PLUMBING DATE Conf. ct -fl@"W P—lqe.— A-4(90 0 • Permit No. UeZMWAA) 4V RouVh-ir. Fixtura d9 11r, 3 r Final 21 2,3 HEATING A— A- Contractor Permit NO ---- - $— -3-- Goi;or Oil R--qh��, 4 o 4r Final N SCWZR ,47 DRIVEWAY Final Storm Drainer JRaln Drain)Final Sidewalk Curb&Street Final Approach r--FR1'IFlEi:TF.OCCUPANCY 11LDr- DEPT M. 1. 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B1_ TIGARD 9539- 2 351B-054---000 Insp Type RAF Dear Ed Wadden, 2) This is a Fire and Life Safety Plan Review and is based on the 1962 editions of the State of Oregon Structural Spe- cialty Code and Fire and Life Safety Code (UDC ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , :and other local ordinances and regulaations. 1090) Provide a fire hydrant located within 250 feet from all portions of building. Hydrant shall. be connected to an approved water supply and shall meet the minimum fire flow requirements. UFC 10. 301 ( c ) 1001 ) Provide a turn-around for firefighting apparatus r'09) Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. lOU:') Install a fire hydrant at the main driveway entrance (North- Past corner ) '.05) Provide an attic access opening in a corridor or hallway that is readily accessible to fire department personnel. URC 3205(x ) 667) Prcvide not less than three (3) sets of plans to the Fire and Building Department showing calculations, diagrams and other necessary data which clearly show code compliance. UMC 302(h ) 447) The power supply for exit illumination shall be provided by two separate circuits of the normal wiring system. UBC 3313(b ) a1 ;®� 1 0", ,' HMM RU fl � Mt PRO (� C110 (1 MIRM P 0 BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 448) Exit signs shall be internally or externaliy illuminated by two electric lamps or shall be of an approved self-luminous type. Externally illuminated signs shall have an intensity Of 5. 0 footcandles from either lamp. Internally illuminated signs shall provide equivalent luminance. UBC 3314(c ) 369) Provide draft stops in all concealed spaces so that the area between draft stops does riot exceed 1000 square feet and distance between stops is not more than 60 feet (see exception on page 215) UDC 2516(f ) 1003) All gypsum board shall be Type X. 1004) Doors between the Narthex, and Sanctuary and stairway shall swing in the opposite direction 9010) The exit door at the Southeast corner of the Sanctuary shall open into a one--hour corridor A separation is required hetween this passage and the steps leading up to Dressing Room #2 The separation shall comply with Section 3305(g ) -713) Not less than one approved fire extinguisher with rating of not less than 2---A. 10--B C shall be provided for each 3, 000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10- 1 r'18) Normal office_ hours for Fire District Inspectors are from 8 00 to 9. 00 a m and from 4: 30 to 5 00 p m Inspection requests and questions should be made by phone during these hours only. Whenever possible please ask for the inspector You wish to talk to If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682--2601 . Sincerely, (gene Birchill Fire Prevention Bu!,vaU uuuu . uuuu L� j � AM ON N IN PER MIN ARM 0 ■ 11 W no ■mom MINIM � ■ ON INN 0 Orin No ONE OR me I INS ■ ■ MON s. [AND mmm No MEN mommoom Im NNW so 0 MIMB-S,-.&OWL- ' C N ■ ■ A C �1. MEN MomNN MEN - ■ t1 Mr. Big ENO No MMM ON No N 1 .LJ L-1 LJ L-1 4-1 L-1 4.j 4�p L- L-1 d4 ME M MMM ONO M M M man m 0 ON m MEMO ONE m ONE 0 Now No ONE M 0 4m CI A w� V 0 MEMO . Sol Film01 Eff;q 'mill ME ME ME M NNE MEN R it-sen on MEMO 0 mom INN ON 0 ■ Yui .��Neill 11 ME .IIR. - Sl 1tME !E ■ no x1twd 1901 ONE m mom NO NO 0 - 1 No MR 0 ' ■ N ■ 10 ■ ■ MM ORAN■ ON 40 " r MY ff 0 ON INS M 19"0111 ME INN ■ =iSm MINE lii ■ .i ■ ■ ■ C s INNNo IN M MEN IN ON ova Ions ■ ■ �Y ■ ■ MEERE NEM M No go W-9 MIR 2 OMEN M OMEN ■ WT MEN M p on romp INS ■ ■ � guy ■ STRUCTURAL CALCULATIONS for HALL BLVD. BAPTIST CHURCH COLUMBIA EMPIRE ENGINEERING, INC. ROOF LOAD ( trusses) Asphalt Shingles 3. 5#PSF I plywood 1. 5 Truss 3. 0 2 layers of G.W.B. 6. 0 Dead Load 14.0 Ceiling Live Load 5. 0 Roof Live Load 2. . 0 Total 44. 0 #PSF 1 of 15 sheets Job Name: Hall Blvd . Baptist Beam Mr k. C1 kips kips Both ends pinned SUMMARY "AM LOADS OF [-':r. UNIFORM LOAD OVER FULL STAN: Dead Load = SaG psf Live Load = 7*120 psi OC S a c n g = I ft WOOD BEAM DESIGN (,RI'T[.--.'RIA BEAM SIZE 5 .5 x 9 . 5 -- 1 . A 11.enwab I e Blerid i ng, ps i : Fb = 1950 Bending stress : -+M fb = e89 psi 2 . Allowable !:;hear , pjg- :t': Fv = 85 f in r +M = 4 . 7S k--f S . Mod of Elasticity, psi : E = I 6C COC 0 --M f b 0 PS5 1. E I a s t i( 4 . Duration of InE-xd factor = I 5 . Live Load: DeflerA4,c)o < L / :16C C. 1)-+L Load : Deflection < L / 240 Shear -fv = 68 ID 7,j. 7 . Unbraced top edge f o r V = 2.:38 kips in region of +111 (, ft.) : Lu = C S . Unbraced bot-tc-irn edge Dead Load Def lecticiri .Ole i in region of -M ( ft) Lu = C) L.i vo Load Deflection in 9 . Eff span Igth ratio : le/lu= x .92 = L/ 2156 0 . Allowed c-verst-ress : I I D+L Load Deflection = . 049 in I Exact. Beam WIDTH in) b = 5 . 5 = L/ 1470 Allowable b nding stresS : for +M: F' b = 1as0 psi for --M: F' b = la50 psi 2 of 15 sheets ,Job Name ; Hall Blvd . Baptist Beam Mrk. : 0-2 S . S X 1 .5 1 .32 kips 1.::ips P Ek 1-1(f t 2 . 5 Boti-, ends pinned ;Ur111ARY OF BEAM LOAD!:; UNIFORM LOAD OVER FULL SPAN: Demad Load = plsf Live Load = 72_10 1:-.lsf 0C.: !`_:;Pacr1g = 1 ft WOOD BEAM -- DESIGN CRI'TERIA BEAM SIZE G . 6 Allowable Bending, pisi : Fb = 1 3S() Bending- stress: .4-11 fh., 2 I.:isi Allinwable Shei_3kr , psi Fy = S'S f :--)r +M f t. '"I a ...-M f b M ci d c,f I- st it:1 ty, ps i : E = 164)0000 psi A . Dura L.i cl I-I ,_,f 1.171 a d factor f o r _._M 0 I.::_.-f1:• 5 . Live Lo;.W: Deflection L / :360 6 . D-+L Load : Deflection L / 240 SI.-Isar T'trcnis ' f 82 p c;i 7 . Unbraced top edge f or V 1 .06 k.i p in r e g i ci n of +I'1 (I f t Lui 0 8 . Unbraced bint.t.,--im edge Dead Load Deflection . 009 in in region o f •-1`i ( f t. Lu C) Live Load De f I e c t.i cin . 02 in 9. E f f span I g t h r a t.i o le/lu= 1 . 92 = L/ 1490 1t':) . Al Iclwed 1--werst-ress : 10C) . 0I D+L Load De f I e c t.i on . 03 i n I E a c t. Beam WIDTH i b S. 6 = L/ 1016 A 11 owa[_-,1.e bend j.vig for M : F' b = 1 :36C) ps j. 3 of 15 sheets Jol--, Name: Hall Blvd , UaN:,tist Beam Mrl.:: : 50 x 9 . 5 -7 3 .3 kips 3. 3 kips > Spancft)= 6 Be-,iti-i ends pinned SUMMARY OF BEAM UNIFORM LOAD OVER FULL SPAN: Dead L..i.-.iad 350 i--,sf Live Load 7,rK-.) psf OC !3pacng I f t WOOD BEAM DE.':''.-";17N CRITERIA BEAM SIZE 6 6 -x 9 . 6 ---------- I Allowmble Banding,psi : Fb = 1350 Bending stress : +M fb - 7'I.8 psi, 2 . Allowable Shear , psi : Fv = 8 ta f c,r -*M 4 .95 C:;--f-L. 3 . Mod of Elasticity, psi . E = 1(-5 Q 0 0 0 C) -M fb = C) F"i s i 4 . Duration of load fact,:'.)r = .1 f-:.)r M = 0 k:.--f t S . Live Loae.:J: DefleLL.J.c-n -::: L. / 60 6 . D+L Load: Deflection < L / 241) Shear stress : f = 71 psi 7 . Unl::-raced tclp edge f-D r V - 2 . 47 in region of +M ( ft ) ! Lu = 0 w . Uni-,raced botte.::,m edge Dead Load DeflecthNi - . 016 in in region of -M ( ft) : Lu — 0 Live Lcmd Def lecthan = . 036 in 9 , Eff span IgUi ratio : le/lu= 1 .92 = L/ 2069 10 . Allowed overstress4=100- 01 D+L Lozio-.J Def I e(---t.j.on = . 051 i)--I I 'l . E.xact Beam WIDTH ( in) : b = 45 = L/ 1 41 1 A I I----wa b 1.e 1---end i ng stress : f ci r --1-1*1 : F ' b = '1:350 psi f c.)r --M : F' I_, = I ;350 ps. J. of 1.5 sheets Jc1b Narne : Hall Blvd . Bap-t:is-L. Eleam Mrk : 84 '1 :3 b 7 4 . 69E! F,,:ips 4 . 698 kAps f t:):= endo* pinned SUMMARY Ol" B17AM LOADS t..JNIF-'C)RM LOAD OVER F`UL.L !:-:;;F,AN : DeAd Loas.d :35 pisf Live Load 425 psf C)C. Splacrig = 'I f t. U.")NICENTRA-l"ED LOADS: LOAD 1\10 . P-OL P-L-L. X( IF 0 P 4 . 5 W0C)D BEAM DES I.GN C:R]:"I-ERIA 8 E A M i;J'.--.'E 6 ............... A 11. ::lwab 1.e Mend j.ng, pis i : F b Bend irig ft., p A w a L,I e v ".3s f.,cl r +M 7 . (*.,).L-, 11c."d cif Elars ticit.y, pisi : E 6(")C)Qoo _...I,l f b = 0 pit-,i 4 . 1)u r a t.j.c,n c_i f a.-I f a C:t, I _.,r - fOr -M - C) kf t S . Live Load: Def' lectiol-I L :3 ES,0 6 . D+L L.cad : Dr-flec-Licin L 4 st-ressi : f v = 77 Ps j. 7 . Unbrace,j ti:)r::, ei.- .Ige f :lr V = 4 . 16 i ri r e g i n m (, f t. Lia Unbrac.eid b-.A.t.,-.)rn edge I e A L.,-.)a d Def 1.ec t j.cin = n j.n I-,e Tj i o n ::,f M (, f t. LLA ::t' Live L.cl A id Def lec: (-..iori .024 in 9 . f s r,a n 1.g t.h r a t.j.o le/lu= I , 92 L/ Al 1'.-,w e rd ci v e 1,S, I,e,..-.a S 10 C) .01 D+I... I-A-lad D,---'!f .1 re c t.i n (.)2S i 'I Ex:act. Ream WIDTH (. in:) : to jw, = L./ 2907 Al I owa b Ie bend i ng stress ; fam +M : Fit.,-, 1:3:32 psi -.-M: I :"3:.*-1 2 Ps i 5 Of 15 sheets Nai-i-ie : Hall Blvd . Baptist: Beam1"Irk : B-5 5 . 5 X 3 . 6 .33 kips . 30 kips < > 2 . 5 F-3cith ends pinned SUMMARY 01*---' BEAM 1-0(-)D!:':, UNIFORM LOAD OVER FULL SPAN: Dead Load = :7-':4 psf I...ive Load = 180 F---,sf OC Spacng I f L. BEAM SIZE 1 SY x 3 , 5 WOOD BEAM DPI;IGN CRITERIA - --------- 'I . Allowable Bending,psi : Fb = 1350 Bending stress : -1-M fb 220 psi 2 . A I I -.)w a e !::;1--i a a 1, , F,s i ; Fv = 85 for 4-M . 21 1.::----f t. 3 , Mod of Elastic ity, 1-11ii E '1600000 --M f 1-1 0 s j. 4 . Duratic--in of Iv.--,ad I f or M k f t S . Live Load: Oaf lection -C L. 360 G . D-+-L Load : Deflection < L 24) %mar stress : fv = 21 Frit 7 . t.)nbraced top edge f or V 26 k i F::i s in region of 411 ( ft) : Lu 0 8 , Unbraced bottom edge Dead Load Deflection .002 in in region of -M ( ft) : Lu = 0 Live Load Deflecthmi .005 in 9 . Eff span Igth ratio : le/lu= 1 .92 = L/ 5962 10 . Allowed overstressKU /100= 01 D+L Load Def lecthAi . 007 in 11 , Exact Beam WIDTH UjO ! b 5 . 5 = L/ 4065 Allowable banding - stress : for +M: F'b = 1:35o psi f,:.-)i, --M: Fb = 1 :11150 ps j of 15 sheets -J cl I.-.1 N a rri e a 11 E:I v j L::�.k -I...j.t,5 t.. 6 C.�a m M r B 6 1 . 651 kips Bi:ith ends pinned OF' BEAM LCJAD�..; UNIFURM LOAD OVER F*ULL SPAN: Dead Lciaid '123 psf Live Lcniad = 76:D 1:.,sf OC 5"Patcrig = 1 ft. WOOD BEAM DESIGN CRITEF.UA BEA1111 SIZE* :3 . 5 7 _5 Allciwable F.,ending,psi : Fb = 1 5U E:!endivig stress : A-M -fb = 496. p',s i A). l o w a b l e SI-ical, , pt-.j F v = 8,5 f I'l 6 k: f 1- :1: . Mod r.-f Elasticity, psii E = I 6ot)r)c)(:) -M f 1:1 0 r.,s i 4 . Duraticin ,:if j.,:-jaij .1 f M kf t S . Live Load: Def lum:tion L is D+L L in a id : D e f I e c t i o n L 24o !..;I iear stress : f v = se psi 7 . Unbraced tc.ip edge f c,r V = '1 .01 k j. in region r.)f +M c: f t.:) LLA Unbri:-iced bi:A-b_n- -, , eidge Dead L r'Ad Def I e c t i on . 002 in in regi-nn o:.-)f .-M c: f t.:) Lu w o Live Load De f 1.e c t j.inn . 01 :3 j.T-1 i . Eff spanl.gt.h ratio: 1,a/lu= 1 . 9 2' L :3'2:1)9 1 C.) . Al lciwed overstress : /I o(-)= Cil D+I_ Load r.)e-F 1.e c:t i -.�n q1 .5 j.v-1 11 E,,.::a c t. E:e a n-i W I I.) I-I i L/ 276LI A I I ciwab I e bend .ng s-[-..r e c.,s fin r +M F'' b 1 ::,.5(i psi f cl r ...-M F ' b 1:35C) 7 of 15 sheets Job Name: Hall Blvd . Bapt-iiit. Bean) Mi,k : FI-7 9 .5 2.908 k: ips f t-) 6 13c)th el-ids pir-med SUMMARY OF BEAI'11 LOAD,`; UNIFORM LOAD OVER FULL !:z;PAN: Dsrtd Load = 93 psf I...ive Load = 46'3 psf OC; !::;Pac.l-lg = I ft CONCENTRATED I-T)AIX3' : LOAD NO . F'---DL(k P-LL t.k: i x f 0 ............. P 1 G 2 . 64 :3 WOOD BEAM DESIGN CRU]"EIRIA BEAM !`_';tZE 6 . 5 x 9 . S Allcmahile Biswiding,psi. : FI.-i = 135() Beridirig fb 937 ps:!. 2 . Allowable !Bheav� , psi Fv = SS f c,i-, ..,-M = 6 . 46 k:-ft. 3. Mcid cif ElAst-icity, p5iii : E = 'I 6000C)C) --M f b = C) psi A. . Dwatiorl of 3.1nald factol, = .1 f c-I r, --M = Q f t. 5 . Live 1.1eflLct-iori <. L / 3E-.0 G ::J-1eal- stxesq : f = '74 psi. D+L Lc,ad: Def --: L / 24C.) 7 . Uvil.-yv-aced t-op ecige f v.)i- V = 2 .57 k i p�;i il-I vegiorl ,-)'f +11 (. ft..) : I LA 1-h-ibi-aced bc.it.t.cin-i edge Do,:kd Load I1ef1ect.i,-_-w1 004 ivi :l r1 1,egicirl cIf --M ( ft) : Lb L i v e L c-,ak d De f I%F,c t.i ovi . 054 1.1-1 9 . Ef f part I g t.h V'a t i 0 1e/1.1-4 1 . '9::: L 1:.'..,31) lis . A]. ].-.---,wed cwevst.i-ess : /I 00= . C)I D+L Unad D e f 'l e c:t,i o ri 0P,:!-3 J.v) 11 E:x:act. Beam WID"TH ( III.) : b = 5. 5 L/ 123 '. A 11 owab I c-.,.- beiid i i-ig at-1,ess : fcw +M: Fib 1350 psi for, -M: Fib I :'3•S0 of 15 sheets rc1I1 Narflel ia:I. 1. Edvd. Baptist I eaui MrI I: !.'3 pian f b1coth ends pinned ::.;(..;MMARY OF BEAM LOA[):*-_", UNIF"OrRM LVAD OVER FULL !H".;PAN : Dead L,-ad = psf Live Load = 30o psf 0 C. !:;,pi a c 1-1 g = I f t. CONCENTRATED LOADS: LOAD NO . R--DL P--LL(k x l f t.:) P WOOD BEAM DESIGN CRITERIA BEAM SIZE S . 5 S . S A I I owatI:.---1.e Bend i ng, ps i R-, = 1 '-'-!S o Bending stress : +M fb = 10*71 A1l1:3 w a 1.)1 e S[--year , Eas i v = 85 for 4-tvI = 2 . 47 P-f t. lvI 1.1 of E'.as t.i c- i t.y, pr-5i E = I 6Qo()o0 -M f h, = t Ins i 4 . Duratiori n of Iraid f to,, f o M = Q k--f t S . Live Load: D0 h2Ltion L r, . P,+L Load: D e f 1.e c:t,1.ci n 2 4 h e a r r,t.r ce 4.5 sl f 5:3 rysi 7 . Ullbl'atecl top eldge f cI r V 'I '17 k i i n region :)f -i M (: f t. Lu 8,. (Jnbraced bott,nrfi edgre [)ead Lclad Def .1.ec t.i on in regicni cIf -M ( ft) Lu C) Live L•.,I a cl D e f 1.e c-t.i o n 'I14 in 9 . E f span 1gt.j-j IeIjkA= I . 9,-.* L 6:32 0 11 owed Inverstress : .01 D+L L a.1 D e f I e c: t.i :,I.-, W:f E,,<ac t. Bk�-�.krjj E, 11-j 11.1:) := L '-S9 5 w a e b e 1'.1 d j.n g s;tresq : fcor +M : F'b 1:3SC) psi f cir 13-130 p fi-.�j. Of 15 sheets job Nari,ie : Hall 5 . 5 x 7 . 5 ........... 77 2 , 157 kips 2 , 157 kips Span( f t 6 Both ends pinned SUMMARY OF BEAM LOADS, t..)NIFORM LQAD OVER FULL SPAN: Dead Load = 0 psf Live Lc-iad = 719 ps--if OC Spa c ng = 'I f t. ---------- WOOD SEAM DESIGN CRITERIA BEAM SIZE 7 . , ..................... 1 . A 11 owAb 1.e Bend i ng,ps i Fb = 1350 Sending stress : -rM fh-. = 753 prii A 1.1 c.i w a b I e : ,I--year , p 9 i : Fv = 85 f o r .+M = :3 . 24 k-ft ::ii. Mod o f E 1.as t.i.c i ty , ps i : E = 1f;,000 Q Q M f b = 0 psi 4 . Duration of load factor = I fr.,,r --M 0 k ft: 5 , Live Load : Deflection < L / 360 6 . D+L Deflection < L / 260 Shear stress : f v 4 63 psi 7 . tJnbraced top edge fear V 1 . 7:3 kips in region of +M ( ft) : LAj = 0 8 . Unbraceci bottom edge Dead Load Def lection = 0 in in region of -M ( ft.) : Lu -= 0 Live Load Def I e?c tion . 068 in 9 . Eff span Igth ratio: le/It.A= 1 . 92 L/ 1062 M Allowed overstress : M/100= 01 D+L Lcad Defleutbol . 068 11-1 11 . Exact Beam WIDTH Mn)" b = 5 , 5 L/ 1062 A I I o wa I--,I e 1---,ending * stress : bm, -WH F'b 1350 psi. for ---M: Flb 13SO I:::,s i 10 of 15 sheets Wms Job Narrie : Hall Baj:.,tist Rearm Mrk : 0 1 ci .. .792 kips :3. 792 kips Bc.1th erids pinried 'BUMMARY OF BEAM LOADS UNIFORM OVER FUL!- !:-";F'AN: Dead I-oad ps;f Live Loa-d '121*.'.4 psf OC' !:"pacng 'I ft. WOOD BEAM DE.'-.'.;]:CiN CRITEI-31A SFEAM 5 A11--mable Pending,psj. : FL-, = 1 :350 E.en-ding stress; +M fb . :".5 p S'i 2 . Allctwable Sbear , psi. : F = f 5 .69 k---ft- IvIcId of 1'.laSLiL .I'('.-Y, psi : E = 1600000 ---m f 1.--- = 0 pisi 4 . Duration of fA - c t.,j, I S . Live Lc',Ad : Dc"f IeLticin -1:' L :::;t_s:; F- . D4-L Load: Def --leal v = 82 psi. 7 . Unbraced top edge f or V = 2 .84 i p ru in region of +M ( ft:) : Lu C Unbraced bc-t-tc'm edge Dea-A Load Def lecticin = o i i-I-I I-c-gic-11-1 cif --M (Jt ) Lu C) I-ive Load Deflectii�m = .059 in 9 . Eff sr-iai-j Igt.1-1 s,atiO : le/lLA= 1 9:2` = L ,:,we d cive r s t.r es s 1 ot)= . (,i I D+L Deflection = Q59 in W)'ri i ( in) : h- 5 . 6 L/ '12 t.-.,endj.ng s tress- +M: F' L, = 1350 ps:j. --IVI : r'"' b = 1350 P i 11 of 15 sheets Job Ni,krije Hall Blvd . Baptist, x 1 . '7'::9 1.-.: i p si 1 799 k ips Sparl( f t. 3 . S B�-..lt-1 i ends, pinned SUMMARY OF' BEAM LOAD! . UNIFORM I-GAD OVER F'ULL '..;PAN : Dead Lc.-ad = 0 psf Live Load = 102E9 psf OC = 1 ft WOOD BEAM DESIGN CRITERIA BEAM !:_";TZE 3 . 5 7 . 5 1 . A 1 .1 cl w a t.,,1.e 8 e n d j.n g, p s j. Fl-.) = 1 :360 E:eriding sJxess : +M f b = 576 psi 2 . A 11.a w a bl e S h e a r , p si : F*V = !.-,�,S -f c.i r +M I . 57 k:...- :a - Mod of Elast.i c i Uy, psi I:- = 16 cl ---M f I.-I ('".) p.115:1. 4 . DLAI'at-i'DVI C-If ll.-)ad f;AC.tOl' '- = I f cor -.--M C) k.-f t. S . L i v e I...c)ad : Def I e c t.i n L J-C.'-C) 6 . D+L Lciacl: Def I e c t.i art < L 2 4 C.) Shear st-ress : f v ESI pi s 3. 7 . Unl::)raced t.cip edge r c:1 r 1) = 1 , 17 k i i n r erg i In 1-1 -1 f +M ( f t. Lu 0 Unt--,rared bot-tc-m-i edge Dead Load 0 e f 1.e c t.i 7.:,n = C) in in region of ---M (. ft.') Lu 0 Live Load 1)e f I ct�c t.i c-i n .018 in 9. Eff span Ig-L-h ratio : lellu= 1 .92 L/ 2:382 10 . A11 owed ove r s t.r ei:ssr , (%)/100- Q I D+L Load D e-f I e c t.i c.)n 01 :11-1 a c:t Beam W I D TFI in? b 5 A 1 :1.owab I e t-.)e n di ng stress ; f o I, +M; F* b 1350 i. f r.)r -lVl F b = 1:350 ps1. 12 of 15 sheets 'AMA Jc.-b Nan-te : Hall Blvd, Baptist beam Mrk J-1 1 1 . 2 5 '7'78 k i p s . 778 kips Span( f t '18 pinnaid SUMMARY OF" BEAM LOADS UNIFORM LC)AD OVER FUI L SPAN: Deal:J psf Live Lor-kod = Si:) ps;f OC SpAcng = '1 . 33 f L. WOOD BE-All DE!;-';IGN CRITERIA BEAM SIZE Allowable Dej-jjjij-jg . pr-.5j. : Fb = 1 45C) BevidiviJ %tress : -1-11 ft-:: = F.)S:I L AID:.-lwa.l::)I.e Shear , f,si : F"v = 9s; f In r *M = f t. 3- Mod ::,f Elasti.city, psi : L'-*--" = '1700(:)0(" ---M f b 0 ps,1. 4 . Durat.j .:.in j.-.)f lo-q.kii fact.,:,r, f M S . Live 1-1--jad: Deflect.ij:)I-I L / 36C) 6 . ID+1- Load: Deflection L / 240 e CA r ".S t.r C--,.C.5 s f v G-2 p s i 7. (.1ribraced tcip edge f or V 7 k i ps in regi 1--,n o f +M (. f t.:) : L u = C) 8 . Urlbl'Aced b---)t-t.--'-Im edge Dead Linad Def 1 ec t.i . 156 i.I-) j.irl I,eg i I--.,I'l c,f -11 ( f t.'.) : Lu = 0 Live Load Deflecti�.,)I-i . 519 iv., D. Eff spare ig-tj-1 raj,ion : :Le/ILJ= '1 2 == L/ 416 10 . Al loweii c-verstress oi)= r)-+L Loarl Def lec tion 675 J. rc Beam W I DTFI n I S = L/ :320 A I I lnwab I e berid i rig stress : f c-M ; F"' b 1450 t..,s i f M F'' b 14 5C) 13 of 15 sheets Job Name: Hall Blvd. Mrk: : J-2 .459 �-,: ips . 4-59 kips Botf-i ei-ds r.-,ij-jj-je,:j !::;t-JrIIIARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Lr-)aid = 16 p.sf Live Load = I.-.,sf OC !3placrig = t WOOD BEAM DE!---;I(lN C:Ri-rERIA I`EA MZ E 5 A111-Dwable Bending,psi : F,L.l = 14,[,(:) Bend ii--)g st.ress : +M fb 1092 Shear , psi ., Fv = 95 f +M C., Mod of Elastk: it-Y, Ps;i * E = 17(loOCK.) -11 f 1". 0 PSJ. 4 . DLArat.ii.)j-j of f Live L. a.:.j : D e f I e c t i :)n D+L Loa' DE"Iflect-ion L 240 st-regis : fv = 71 ps 1. IIII 7 . Unbracei.-I tcop edge f or V = . 39 ps i n I,e g i o I-I I:$f 4 r"I ( f t Lu S - W-1braceld br)tton-i edge Deard Load Def = .(.)16 i 1-1 1,e g icl I-I -::I f M ( f t.:) : Lu = 0 Live Load D e f 1.e c tic.yj = , 'I I in 9 . Eff sPall Igth ratio,' le/ILA= 2 L/ 656 Owed ove r s r ess 1 c)(:)= iil D+L Load Do-F I ec t.i 126 - in a c t. Bean, W 1'.D'T 1--I b L/ 57C.) Al 1t:_-I w a[_.,I e b e n j.1"1'g stress : f or +M : F'' 1.-.) = 1460 p for --M ; F ' b 1450 is j. 14 of 15 sheets ■ Ron m 1 a / 47 9' 3 r/ r � � TO1r9P o �'II�iG 5rr�iLS 93 �'" f � rr ON. R- S ; �! ! i � l✓/.(/i /?�� r. ,Sf! L�f/fJ rl-�_-- Lei r !N6 I y 1 rte � 1 \A\o/av o IV 10 ol NJ y \� / /i�•.�ie�t / � J r.n�. � � / ♦ �� \�� per) \,� �� b` l Kt✓�ONf>V.v i�L6 C�f�KY 2S"a,. C, A �1 c Z o f'CO P/iVE- 1 � OF Of 1 /l O.ir,I,u pcwa K - /Not /V/G KAr / � — .�-��"".r� tt..�-•^' � 1 � - Y �1 /i � �pe/ -•' le / 1^ P-7-P7 o!;r 11r14ALL Jjjklp ff,4oOV7JT eoVPJ'-(-W 1411111 5'- ,�FvirED wr wo BUILDING PERMIT APPLICATION DATE �s 1790 ?HE UNDERSIGNED HEREBY APPLIES FCR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PIANS AND SPECIFICATIONS. OWNER PHONE OWNER J013 ADDRESS LOT N0. ARCHITECT ENGINEER BUILDER ADDRESS DESIGNER STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION REPAIR I RENEWAL _❑ FIRE D _MAGE 17J DEMOLITION ❑ RESIDENCE ❑ COMM ❑_EGJCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE _❑ ST RAGE ❑ SLAB❑ FENCE OCCUPANCY —.---LAND USE ZONE BLDG.TYPE— _FIRi ZONE_—PLAN CHECK BY« HEAT SEWER PERMITN OCC.LOAD FLOOR LOAD _HEIGHT NO.STORIESAREA NO.BEDROOMSA VA_LUF BUILDING DEPARTMENT SET BACKS FRONT REAR — LEFT SIDE - RI HT SIDE Permit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUI .DING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN CCMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PEROIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURF�ENT CITY BUSINESS LICENSE,SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total PDC# APPLICANT OR AdtNT -- -By - aT� Receipt No. Approved ADDRESS PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DA I B' -- -- � Contractor emit No. //y/d� ri—✓i�� 3T� tf[�/Jr1�nIT �it 7r? •'- .- f, � T �—. Rough-in . -- •— —.�. Fixture cp Final HEATING - v,�l_ Contractor ow Permit No. - � -- — Ges or Oil Final SEWER od —of Final /a — DRIVEWAY _ _ - ------ -FinN Storm Drainage (Rain Drain)Final Sidewalk Curb a Street Final— S�L Approach fIl DG. DCPT.FINAL -- -TEMPORARY C RTI►iCATE OCCUPANCY Final CERTIFICATE OCCUPANCY ----- I..andwAping Zoning Final