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16416 SW 72ND AVENUE BLDG 5 ADDRESS. Nb n- E- rn Y 1� J G] C.7 �1 J iArecordsVnicro(InA(argels\building.doc p C O O 7 Oi" N Lo Y r N 77 N C Cw E" 3. iA ` N ro O A 7 T.7 4 m N 3 '� U UI a N t j () rO L Q�n7 N 4 j O 4) v) C y d C N U O'p In N O d u O U O y N �) j N N O C V) O A 61 N C H d Noozo Ec ( To - Q4- u' o s -57 co) Oraa)) NTr- avironan�°a � � 0fu 2EEc �3: LE N T p O m > >m A a a c ° �= E o c p Ucna)Uv9 � ° (u > of c�$ Z-) z U.E AU G in m n S J A W CC O ro C O� C) O1 O) a17) 01 OL C C C C O r r r .� v o 0 0 n o o > o = J 0 T OU Z fn Z n 9i E, alo a g o a cr 07 o U m J `o w w n w w n W o o n U n U U T O T w N R Q, N U a 4 o ro p o v o d a b Ln o N ii ro a 4a € m ani m Q d U !st W W 7, c� 6 O U Q) O O O OO O N m 0) O O 00 — >_ U U U U U U U U 4 W W W W W W W W 0 z � rn rn rn rn rn � � rn rn � N N N N N a a QO N C a a a a a a ' o000oa � ao > CLm a a o uj J N ti !!') O d z U U cn °' w H () Z tl Cq to cq Z c� 9 0 o Q o a a a a 00 /a) T V m d W o = J d a 0. = IL -moi LL FA fJ- VJ- � FJ- � O c rn u N Q of � m O N N N N (11N 00 N a a a a a �✓ N O N co � tltlpp N N o a a a a a o T p J C 10 G] E N � �5 O p Q. Ill W � Q c c N �rycp y �- °' m tn c C ro CL e L yy �L a x a T ii 2 u LL u Ir5 n 00 t in o) m n F o prj U O 4 o O r-- d N O co U U U U U U U U U U Q CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 539-4175 Business Line: 639-4171 - - — BLIP _ Date Request ed j�-I -AM. PM BLD Location (L�z4( � l ��L�`-�_- Suite 6 (! J MEC _ Contact Person �,� /-L(� fes,(� � � Ph PLM Contractor Ph SWR rrtt BUILDING' Tenant/Owner p ELC Retaining Wall U I ELR _ Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: - Slab - ) SIT Post& Beam — Ext Sheath/Shear �ItIZL & Cr re. . _ Int Sheath/Shear — Framing Insulation n Drywall Nailing _ � - �"' 'r"� •r. ��C�c��r1G��f _ Firewall Fire Sprinkler -_.__ _ Fire Alarm Susp'd Ceiling _ _�L_r!�L�(. •�� ____ -__-.__ _ Roof Misc: Final C-11PASS HART FAIL —�— ---- -- PLUMBING Post&Beam --.-—— --"- Under Slab Top Out - - - Water Service Sanitary Sewer - - Rain Drains Final h PASS PART FAIL MECHANICAL Post&Beam r Rough In Gas Line Smoke Dampers Final - --- PAS PART FAIL I EL ECTRiCA - Q Rough In 1 F UG/Slab L Low Voltage H- Fire Alarm S$/ PART FAIL r. Q _J Backfill/Grading - - - - Sanitary Sewer Storm Drain I Remspoct,on fee of$ required before next inspection. Pay at City Hell, 13125 SW Hall Blvd Catch Basin Please call for reins ection RE: Fire Supply Line p ]Unable to inspect-no access ADA Approach/Sidewalk Other Date Z q� Inspector Ext Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. CITY ® F TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC99 -0010 " DATE ISSUED: 01/08/99 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 PARCEL_.: 29 1 13AA-00700 SITE ADDRESS. . . : 1641E W 72ND AVE #B-05 SUBDIVISION. . . . :ROSEWOOD ACRE TRACTS 70NING: I —L BLOCK. . Y . . . LOT. . . . . . . . . . . . . :00D JURISDICTION- TIG Project Description: Installation of 6 branch circuits. Work to take place in 3 separate panels with 2 branch circuits in each panel. ------------------------------------------------------------------------------------------- -.__..-RES I DENT I AL UNIT----•-- —..-.--TEMP SRVC/FEEDERS----- --_._..-_M I SCEL.L..ANEOUS--- . .-- 1000 SF OR LESS. . . . : 0 0 — 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 0 201 — 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601.+amps--1000 volts. : 0 MINOR LABEL_ ( 10) . .. . : i;71 ----SERVICE/FEEDER---- ----BRANCH CIRCUITS----- ----ADD' L. TNSPECT7()N9_._ 0 — 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . ,. . : (il 201. — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 0 401 — 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 5 IN PLANT. . . . . . . . . . . . i,) 601 — 1000 amp. . . . . : 0 ---- --_—_—-------FLAN REVIEW SECTION---------------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : > 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR > = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ____._._______._._______._._._______.__._________.._..___________ FEES PORTLAND TYPEWRITER type amoi.tnt by date recpt 16416 SW 72ND AVE B--05 PRMT $ 60. 00' DEF 01 /07/99 99-312015 TTGARD OR 97224 5PCT $ 3. 00 DEB 01/07/99 99--312015 Phone #: Contractor: AARC ELECTRIC R CONSTRUCTION $ 63. 00 TOTAL. F'O PDX 66'+0A REQUIRED INSPECTIONS ----- PORTI_.AND OR '37='90- 64.08 C�•i l ing Cover Eler_t' 1 Ser-vice Phone #: 775-1781 Wall Cover Elect' 1 Final Reg #. . : F_);7'986 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance witii approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more tha:i lee days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those r..les are set forth in 01;R 952-001-NII 7thOAR 952-801-1987. You may obtain a copy of these rules or direct questions toOUNC/b1y callinn (503)246••1987. Permittee S i g n a t 1_i 1 e: ; 4_ ,�� /, T s s l.:o d By A R � � H N INSTALLATION ONLY------------------_.—___--_ ~ The installation is being made on property I own which is not intended For sale, lease, or rent. OWNER' S SIGNATURE, DATE: W —' rnNTRAC'TOR INSTAL I_AT ON ONLY- -_____-.___.___.__..._ ..________...._.____.__. r 1 GNATUPF OF SUPR. EL FC' N: � � DATE s �._ I_I CENSE NO: JD 7th +++4.++++++.4.+++++••1•+++++++++4-++++++++++++++++++++++++-F++++4•+++++++-1•+++++4•t-+++++� Call 639-4175 by 7:00 p. m. for- an inspection needed the next bi.tsiness day 4-+++++++++++++4+++++++++++++++++++++++++++++4•+++++++++++++4•++++++++++++++++++++ FROM Rarc Elect. OR Lights Within PHONE NO. 503 775 4494 Jan. 07 1999 03:46PM P2 • ,.. a �u au,�u a.w uuu U4V a,uvV vasa ur rrllr►n lr WjUUAC CITY OF TIGARD � Electrical Permit Application Plan Ch 13125 SW HALL_ BLVD. Reed TIGARD OR 97223 j ,,� Dale Redd _ f �- \ Dale top,E,_ ` Phtxla(503)639.0171. x3(14 Print or T A Date tb D5' ""` ..�— inspection(503)639-4175 YP POrmlt Fax(503)68�7297 Incomplete or illegible will not be accepted cella 1. Job Addre r: 4. Complete Fee Schedule Below: Name of D"optneni ''11 1 - �a�� Number of Inapeenne par permit allowed mor name of buslnoas) 114 1 l9 Nae � `1 ( � - �r�, ��"� Screr)c9lnc)11ded: Items cont Sum Ad;ires8�t &,AIZ• L 7 l 411. Rosidonrtal-per unit F�l1q.4llnnelwon (t nr Conlmc;n itll❑ Faesidentfel❑ portion thereof 1&25,00 Limped 6r4t9y 525110 Eons Man_j!'d Home or Mom lar _ Dwelling Service or Feeder "&nn 2a, Contractor irtsta/letian only: -- - -- (Attach copy of s ourront 110611606) 4b.Services or Feeders Flectrlcal Cnnlr dor n2dilailor4 alvazion.or minsaiiun Addrm , i 200 amps or lass _ 2 y $tfS14 201 amps tc 400 amps Cit 1 p - bLB f,07 amFs la woempt+ 126 00 �~— z Phone No. .f3,— -1� 1 eul nmun IQ 1000 ampe y180.00 Job No Over 1000 amps or vola: $34o.W _ z lJflr„f,-,tPL,UM,D(rn. `Cu`1 I C Fqn P-PA. gdaonnel t duly X50 00 __--- ��.rauyui�,y om�,.ve.. rovww COT Bucinass Tex or Metro EX .Date_ Intttalleann,aUeration,er ratoamion 200 amps of lASr 3110.00 _ ? Signatur©of Supt.Ele 201 amps 10 400 amps 401 amps lr-en0simpo l 1061166 No. t Dpfg ( Cl C c Oval 600 amps to two voits. p _ nes IV'ebrive. Phare No. ad.Brarrcn clydauta New,aiktration ar exlenslotl per pen"I 2b. For ower inste ation9; a)The ten rar brmWi ci tLiis wrth purchase of service or Address b)The len for t•mnrbh 6,nuita City_— Stat® _ Zip T wlywur purcnaw of Phone No. aorvlcs ve l sioer hm. ✓ I"Imtbranch cirnult $36.00 The insWilation is being made on property I own which Is"at F.arh addtbnel branch drr.�jit� S8.00 (g s intended for sale,lease or rant. 411 Miscellaneous Owner's 8i li�tUr4'" (66Mce or fwdor not muluded) 0 _ _-_ Earp pump or irri2e6nn cirrIs $4u,D0 Each sign or outline Ignting - fd0.00 2 3. Plea Review sectlon(if required):' signal ckcull(e)or r United anyrpy paner,alteratior or cmmvion U0,00 2 — i Plee6o check ttpproptiata ItoIn and anter fee In cecllon 58VInarLabels110) Mo,o0, '-- _4 or more residential unite in one altudure At Eeeh additional Inspoetlon ovw Serviea and(serer 2 13 amps or mcro the allowable In any of its above Eystt:m over 600 voNs nominal Fier Inepedan S35.00 Classdiod eros or strut up mmalning ersclo)n0cupanry Nr hour $5500 as doserlbod In N.E.C.ChrrpW 5 In Plant $50.00 Submn 2 sets of Glens with applicalon where any of the abown apply. 6, Foos: D Not rnquired for own"very canetruetlen services. Ifo,Enter Intal of above fees g I 5%Stecharpe(05 X 1CL-M lest:) S _ NOTiQ subroral i Sn.Enter 2Fr%nr Ona S6 to, PEtiN TS RECOIUE VOID IF WORK OR CONSTRUCTION AUTHORI7.ED IS Plan Rev19W UjMulrad(Sec.A) ti NOT COMW24CED WrrHIN 10o DAYS,OR IF CONGTnucnoN OR WORk Sumew S IS SUSPENDED OR ABANDONED FOR A FFAIOD OF 180 DAYS AT At IY — 1 Tlu.cl Aar � p U TIME AFTER WORK IS OM&IENCED, ❑ r , I"prAf balanceev Oucy i CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP _ dMOPDate Requested__ L4Ai�i AM PM _ gLp Location f�Y�� i �� � ��� Suite MEC za .. Contact Person nn Ph PLM Contractor `,rILLC®�- i x•.� Ph - 7a3 SWR _— _ �. BUILDING Tenant/Owner FLC —_ Retaining Wall ELR Footing Foundation ACC@SS: FPS Ftg DrainCrawl Drain Drain Inspection Notes: SGN Slab SIT Post& Beam -- Ext Sheath/Shear Int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling _— Roof Misc: Final PASS PART FAIL PLUMBING; Post&Beam —— - Under Slab Top Out --- - ----- -- Water Service Sanitary Sewer — ---- - -_ _ Rain Drains Final -- ----- — __ PAS; _-�PAwRT� FAIL CHAN12LL: - Rough In Gas Line -- _ - Senake Dampers PART FAIL ELOC-TRICAL - - - Service Rough In --- �, UG/Slab �- Low Voltage - - �- Fire Alarm � Final - --- - - -- �� PASS PART FAIL SITE Backfill/Grading _._e Sanitary Sewer Storm Drain I )Reinspection feL f$—_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I )Please call for rti, spection RE: [ )Unable to inspect-no access ADA --7 C�7-- - -Inspector Approach/Sidewalk Other Date _Inspector ,Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. CITY OF T I G A R D MECHAN I CAI... DEVELOPMENT PERMITSERVICES P,ERMIT #. . . . . . . : MEC98-057,2., 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 DATE ISSUED: 12/24/98 PARCEL: 29113AA-00700 SITE ADDRESS. . . : 16416 SW 7:-".'ND AVE #13-05 SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS ZONING: 11.. BLOCK. . . . . . . . . . . I_OT. . . . . . . . . . . . . :OOD JURISDICTION: TIC-) CLASS OF WORK. . :ALT FLOOR FURN. . . . : 17, EVAP, COOLERS: V, TYr7,E OF USE. . . . COM UNIT HEATERS. . : 0 VENT FANS. . . : 0 DCCUP,ANCY GRP,. . D VENT8 W/O APIPIL- 0 VENT SYSTEMS: 0 STOR1171-3. . . . . . . . 0 BOILERS/COMP,RESSORS HOODS. . . . . . . : 0 FUEL 0-3 HPI. . . . . 3 DOMES. INCIN: 0 :GAS 3-15 HPI. . . . : 0 COMML. INCIN: 0 MAX I NP,IJ`T 0 BTU 15- 30 1 P1. . . . : 0 REr,AIR UNITS: 0 ETRE DAMPERS'?. . : HPI. . . . : 0 WOODSTOVEG. . - 0 GAS P,RESSURE 50+ HP,. . . . : 0 CLO DRYERS. . : 0 1\10. OF AIR HANDLING UN I TS OTHF.R I..JNJTS. : 0 TURN < 1.12.10K BTU- 0 10000 cfni : 0 GAS OUTLETs. : �F FURN ) =100K BTU: 0 > 10000 cfm : 0 Remarks : Alteration to HVAC system. Owner-: FEES ------- FDORTLAND TYPEWRITER type at in o i.t n t Ii y date r,eept 16416 SW 72ND AVE B-05 r,R mT $ 34. 00 DLI 12/24/98 98-311752 7', 50 D1..H 12/24/98 98-31. 1752 'TIGARD OR 972,. 4 111 11!1\ $ 8. , 5F,c-r s 1. 70 DI..H 12/24/98 98-311752 Plhone #: Contr-actcit-: JACOBS HEATING & A/C 4474 SE MILWAUKIE AVE $ 44. 2V1 TOTAL F,ORTL.r�' 2 ND OR 9720 Phone #: 503-234-733l Reg #. ., - 1441. REQUIRED INSP,ECTIONS This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Meehan iral I n s p applicable laws. All work will be done in accordance with Final Inspection approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAR 952-001-00I0 through DAR 952401-0080. You may obtain copies of these rules or direct questions to OX by calling (503)246-9187. I S S 1-t e P yPermittee Signature :Z/,�> ++++++++++++++++++++•..++++++++-+++++++++++++++++++++++•+++. . ++•+++++++++++•+++++/-+ . - Cal 1 639-4175 by 7:00 p. ni. for inspect ions needed the next bi-isiness; day 4+++++++++++ +-+-4...... 4.................4-+4-4 4-+++-4.................................... CITY OF TIGARD Mechanical Permit Application Plan Check#42�- 6? C PP _ 13:!25 SW HALL BLVD. Commercial and Residential Recd By �Date Recd /d TIGARD, OR 97223 Date to P E. "Yy/ (503) 639-4171, x304 Date to DSTd Print or Type '7� Permit# Incomplete or illegible applications will not be accepted Called Name of Development/Project Description f'�U/ZT � L✓2✓j�'� Table to Mechanical Code Qty Price Amt Job Street address supe# A) Permit Fee 10.00 Address �,L(l -7,�A 1) Furnace to 100,000 BTU i�: y/G _ i including ducts&vents 6.00 Bldg# City/State Zip �- 2) Furnace 100,000 B�T U+ d--S 1--771L,,vr2 , Oe 97,?e including ducts&vents 7.50 Name(or name of business) 3) Floor Furnace Owner including vent 6.00 Mailing Address 4) Suspended heater,wall heater or floor mounted heater 6.00 5) Vent no,included in appliance pennit City/State Zip Phone 3.00 CHECK ALL *Boiler Heat Air Name(or name of business) - THAT APPLY: or Pump Cond Qty Price Amt /� _ --� Cont ,/Z L �.�� 2/ L 6)<3HP;absorb unit to •• Occupant Mailing Address 100K BTU 1 600 72 � , 7)3-15 HP;absorb unit CRY/State ZIP Phone 100k to 500k BTU 11.00 /lj QIZ/� 9�ZZ 8) 15-30 HP;absorb Contractor Name — unit.5-1 mil BTU _ 15.00 J TlC 0/3 //l T� y ��C= 9)30-50 HP;absorb _ unit 1-1.75 mil BTU 22.50 Prior to permit Mallin Address 10)>50HP;absorb unit issuance,a copy '1777 `�- E' /L K/� >1.75 mil BTU 37.50 of all licenses CR tate ZIP P e 7 11)Air handling unit to 10,000 CFM are required if --Ll i7 '"�-2ID Z y ?j 4.50 expired in COT Oregon co7t Font ooard Lic# Exp. ate 12)Air handling unit 10,000 CFM+ database y� _&011_07) u 7.50 Architect Name 13)Non-portable evaporate cooler 4.50 _ or Melling Address 14)Vent fan connected to a single duct 3.00 15)Ventilation system not inr.luded in Engineer /stns U Zip Phones app liance permit 4.50 6�z r. G�� -/ 7zc`� 7/1-' -5 16)Hood served by mechanical exhaust Describe work to be done: _ 4.50 _ 17)Domc--slit incinerators New O Repair O Replace with like kind: Yes O No O 7.50 Residential O Commerciallk' 18)Commercial or industrial type incinerator 30.00 Additional Information or description of work. 19)Repair units %zE>7l�l�C L 3 h�/Vf7• L- Sk/�/2�?+'��� — --- 4.50 20)Wood stove 4.50 21)Clothes dryer,etc. 4.50 _ Type of fuel: oil O natural gas• LPG O electric O .2)Other units 4.50 F` I hereby 8109wledge rhe read this application,that the Information 23)Gas piping one to four outlets given Is that I amer or a odzed egeut of 200 ' the own plansare In m liance with O on to laws. 24)More than 4- er outlet(each)Te /L -�y - p 50 Signa re If Own gen Date Minimum Permit Fee$25.00 SUBTOTAL ��• 5%SURCHARGE 7 Contact Person Name Phone PLAN REVIEW 25%OF SUBTOTAL P Required for ALL commerclal permits only TOTAL 7 y D 'State Contractor Boiler Certification required 7 "Residential A/C requires site plan showing placement of unit 1 lmechperm doc rev 07/20/98 t 1 1 1 1 1 1 1 1 ISI 1 AAA CSE SIGN FN�INf FRINC+ PANNING WORTH TECHNICIkL SERVICES CALCULATIONS FOR HVAC SUPPORT PORTLAND TYPEWRITEP_ ' 16416 SW 72nd TIGARD, OR PROJECT 98-139 prepared for ' JACOBS HEATING AND AIR CONDITIONING, INC. 4474 SE MILWAUKEE AVE. PORTLAND, OR 97202 F,D PR P �`. w 12956 "9 � ►V1 W ' OREGON �tiN A 1. W OQ� t6 oco Appmv CITY OF Tim AfiD Conditionally ^.....r................. .. FSR ovo�1 .......... .. .. , vicrk as dcscnbed in: PE RMIr V thr.N(; _k ej,... ,S IF; lc:tt��r t0. F-O'10w.. ..... Job AddrLS,r,: l h....... . .. ,te prepared by JOHN M. WORTH, P.E. Worth Technical Services 3004 S.E. 50th Avenue ' Portland, OR 97206 December 23 , 1998 1 ' 3004 SE 501H AVE. °OPTLANn. OREGON 97206 PHONE 503 7718255 PAGER 503.299 5480 FAX 503 771 8407 a We will strive to be the best Heating and Air Condittoning Co. on the planet.The best service.The best quality.The best value. i Since 1952 � rR�� 74 Hour Service 4474 5.E. Mllwauk�e Ave. Portland. Oregon 97202 503.234.733'1 503.913.9257 laxsalt's Cons it lift lit www.�acobah�tlnq.cbm • �1 f IJ )i I L I 0 'N li I H J VI ' .N �I •I v I"II- 50.,`0 Paid to you if your r erral'results in•ari installation of o of our systems y IZA ? I ..6E un 1 t � 13 a ,~ 1 � n 45 0 c� � 0 rItZ � kL of Y r I � � rl �z T k r I 7 n � Ln CM Fw F1 'W �O J V 1 at -A N � s D D Zo 8 / Z 3o v 3 Ph �0 000 B 1'c.{ H ;. CA" If (.jf = Niy �6 cLA10-b L,)t = La T2 A N if- '�L� 036F3LOZ5 I %--0000 3?-L4 HrCrto ru, f w 4- = 3 86 i. L� D Cu� � wT = 7v LO J rRZAAJC Y�LozyFlLol� 208/ZZO v I S-0 vuo F' T'c4 caNIr vire Z. L c(-,k �-) QwT = 1 POKE- ( AND Ty ��wKrfeR ((041 (o Sw 7ZN� `r►9�1Bp C� 2 �i7ZZy ' TAc.o1A-' A L�/7 y Sf 44,l. .i,l ,rj:�.� CD cil J D JOR NO DATE /L/23/t 8 Aij" PROJECT Pbe-TLol+/D 7-YACVIZt?-E_IZ I i I i I i I I i I SUBJECT 9;00/D 047-A f ,Ln4 p 5 BY J//(tk/ PAGF 3OF IZ wrrktm tFcVIN IrAl 5ERV If FS CtLU- AWA - 631 X 2S/t Aa¢,q 1i1 3 E - MOO LOAD Pup T 10 r fe/13ltil�o-`� 25"' rLL = ZS LOA©= ZSpsG Y, r 4oAc� BTS '�/ter. �rF G0Wpv>•<v_ AAIALYSIS - r � /3.8)(/, 15-) - Z1�7F3 PS r yn'E5_5 �p = 77,00 ps; o e o k . r ,: A g x 341 rAr?F_+ Liz . 9 CIP J A/Ac Y s/S - DF-F�G �r►� - LL) J r JOB NO. DATE IL/ZJ��B r PROJECT YOQ7r_ArJo SUBJECT �A� /1�� ,Lw jar f A�4AJo4,-L VS /5 ' P,a 11.N 1.1.141111 NI'. II ANN IN1. n �••l /�� PAGF 4- or 1Z w,1R111 1 E( HNICAI 5CRvIC15 [7 1 r r -Fb _ _ _ m ���3,4n -iz-- �- - - l 9/2 P5 , r6 7ZOO P 15 _ VA v C���i� ��o�✓ �� d5!5 4 x 14 ro 6rw LA Al Ul��l'���Q N c u r HEAVY DUTV H V N H V JOIST HANGERS 06060/SIM BuyLine 5162 EXTRA SAFETY FACTOR Heavy-duly connectors designed for schools and other structures requiring additional strength, longevity,and safety factors The heavy section offers longer life in corrosive conditions Most modris fealure the projection seat,which provides maximum bearing and section economy MATERIAL: 14 gauge FINISH:Galvanized HU INSTALLATION:•Use all specified fasteners.See General Notes HHU ' OPTIONS AVAILABLE:■ Rough beam sties are evadable by special order • Sloped and/or skewed models,see Hanger Options x See also LUS and HUS series. CODE NUMBERS:ICBO 1258 and Ctly of L A No RR 24947 lexcept for HHU8X'S) ' lade County f L No 890131 3 'y H MODEL JOIST DIMENSIONS FASTENERS' ALLOWABLE LAVGOADS.1e in NO SIZE W H B A I HEADER i JOIST ULT UPLIFT FLOOR I ROOF e H33) (100) (125) �HUUUPB 262.4,6 1 1 ,1, 3 n, 2 t e 416d 2 10d•I'• 4777 296 535 670 2•B ' 19,6 BT, 2 1'e 6 1rd d tOtl-1116se?211 i 7.111 j ie,r, 7.9 2 Itx 816d a f0d I'-' 7651 57 1010 1316 HU212 2.12 11°u. 9 ? I t'x I 10 16d 6 MCI I,y 6908 665 1 1340 1660 HU214 2-14 19,p 10!_ _? t'a 12 16d 61od 114 7320 665 1810 ¢016 HU34 3.4 2111 3 2 i1 4.16d 2.10d-1' 5270 290 _ _ 535 _ 670 .Q HU36 3.8 Y 1,_ 2 1 1 B 18d 4-10d,l!1 9474 575 1070 1345 3.B_ Y`t, Y 1'O t6d 11�IxI1Q 11363 575 _1310 taoo ' HU910�_ __3.10 h 6 2 1 11 16d 1 xl! 14568 065 1675 2350 HU312 J-12 14_ 10 121 1 A 16-15d 610dx1 A 14316 SOS 2145 2696 NU314 3.1i X11 12 1 p 1S 18d 6�10`d.l� 11600 1150 2110 301.0 Projection Beet HU316 3.16 2 11 1 i 20 18d_- 8 10d.1! 1803 160 on moot models lar T1, T maximum besnnq and HU24 r 121 2.4 3.,, 3•,6 , b 4 t6tl 2 Ind 5270 315 535 670 section economy U26 2HHU26 1)2.6 t 64, 1tn B_18d I 4tOd 9171 -025 1070 1316 HNU26 2 (2)2x6 /y '1'I,. l N20AN 4 N20AN 9171 925 1390 1710 HU28 2 121 7.8 ,e 2 1rh 10 16d 4 Ind 11183 625 1340 1680 HHU28 7 121 2.6 31 6'1it Y' J Vii 10 N20AN 4 N20AN 11383 925 1710 ?170 Huzlo.a (2)2.10 III/is1 t1.16d `6.1oe ,1566 0 his 2350 HHU210 2 (2)2---10 ,$ i1! y_ 1 q 11•N20AN 6 N20AN 14566 1365 2430 3010 HU?i77 121?•12 3131 - 106, 2[!_ lig _ 16 t6d 610d 14716 910 2119 2690 HHU712? 171? (2 3,.� - 10 pie 2'r 1 , tE N?OAN _j-N?oAN 14566 186 2760 3175 r �LH 4,2 (21?.11- 12., 2' } i,4 te•16d 6 104— 11600 1p55 410 30io HU2tI z (2j 2.11 12 i, 2t q 1O•fV20AN B N20AN 11600 1650 310 3910 II tD HHU216? (71 7.18 3 e 13- _Y_ a 1: PO'N20AN 8 N20AN ?0833 _1850 3175 Iy1S N ' `HU44 4.4 f 71,6 ?'y Y 1'h 416d 2Ind 5270 315 535 _610 HU46 t 4•[, 3°,,. d'e 2 t'e j 8 i6d 4 1 c 4474 625 1070 1345 I 16 HHU46 4•f 3° , 4•!, 21r 1'4 aN20AN 4N20AN 944 925 1390 _1740 HUIB_ _ 4.8 3°u, 551 2 1,1 10 181111 _I 10d +11383 _825_ 1340 1600 .-. HHWB- 4.8 3r,e 63e 1:4 10•N20AN 4N20AN (1t3B9f_-925 -1740 2110_ [ I o HU410 4.10 31,6 B1e ? 11e 14 lad 6 10tl 14566 940 1875 2350 R m L HHW10 4.10 340 We 2', 1', 14N20AN 6N20AN t4566 1385 2430 3040 ID LL! ,HU117 4.12 31.8 10'1 21 1'., 16 16d B I Od 19_16 -910 2145 NHUI12 4.12 31,e tot1 Yq i1,� 16N?OAN 6•N20AN 1 66 1355 Y + - - HW 11 4•lA 39 6 111e ?1•a 11, 16 t8tl E tOd --160D1 1255 24to 3010 HHt 1414 �d 19 i1�, 7' ,' ,w rl,nsr! o rr�„6�, inrn ' JOR NO. QS �='� DATE PROJECT i0*nT7 !)/.10 7-Y119!Au" SUBJECT Geo,A/4/J!l 7-i0,4/ DEQ, ' 11•I,.N INLINIIx,NI 'I �NN1N . BY J01 PAGE PAGE OF I7 1tnRIH TrcHNI [ AI SfRVItIS ' S�1SM1 L 1'W A K w O v•� �T Cru 2B = Z es~ a ' iJp = Sn2 P Ln2c.,/ Src_crF f, 1� 1 4- rrss 7-Al �s 3001 r A�LowAg UE- La E Co.. L 25 f f 1�0AD � Sc2F_W ti 83 i� 1 u 00 11 I as I m�0 'tt-- .5cp* is ' � a ° 150 O U u�Q A ' s a 100 90 80 70 —! 60 I 50 , R c 40 —� 30 cil LL ' 25 Gage of screws 44 J 6 1 9 10 12 14 16 18 20 24 061 0.15' 020 0.25 0.30 040 0.50 0 10 Shank diameter of screw,D,in. ' J09 NO. GATE PROJECT 7-G.4 k0i 7-4rPr< A)F1 i 7-4r f L� I ► I I i I i I L I SUBJECT 5JS0?I G C`4`o--SCS ' 1,« IMLINII�INI. 1144.141. 13Y ��//' J PAGE �7 OF %N RT14 TtffiN I C A I sr RVfrrS IJ Al: PLANE - Planar Frame and Truss Analysis ersion 1.66 - 03/02/90 - C4.0 'opyright (C) 1986, Structural Analysis, Inc. ' ndialantic, FL 32903 (407) 727-1562 'ser 1*PLANE ' nput data filename: a:jacobs ).ATE: 12-23-1998 TIME: 9:21:35 'ROJECT: GLU-LAM BEAM ANALYSIS - JACOBS '+ GENERAL DATA *** ' Members: 1 Joints : 2 Load Cases: 2 ' oad Combinations: 1 Elasticity: 1800.0 ksi Structure: PLANE FRAME ** JOINT DATA (feet) *** ' JT % Y RVH 1 .000 .000 0 1 1 2 39.000 .000 0 1 0 ' ** MEMBER DATA *** MEM FM TO TYPE AREA INERTIA E LENGTH ' sq in, 10*4 ksi feet 1 1 2 0 192.4000 13021.400 1800.0 39.000 ' ##RRRRRR#R#RR#R#RRRRRR ** LOAD CASE I 1 *** #######R#R#R##R#RR##RR '* MEMBER LOADS (UNIF-klf, CONC-kips) *** TYPE MEM LOAD ALPHA BEGIN END ''NIF 1 .875 .00 .000 39.000 r *#►#*RBBB##+RRR*RRRRRR *+ LOAD CASE 1 2 *** ' ###RRRRRRRRRRRRR.lRRRRR +* NEWER LOADS (UNIF-klf, CONC-kips) *** 1 l r TYPE MEM LOAD ALPHA BEGIN END 'ONC 1 .460 .00 32.000 32.000 ( r ** LOAD COMBINATIONS ** r1 = + 1.000(CASE 1) + 1.000(CASE 2) r *** JOINT DEFORMATIONS *** rDINT rt 1 LOAD ROTATION (rad) VERT (in) HORIZ (in) ASE 1 -.01329 .0000 .1100 1SE 7. -.00012 .0000 .0000 OMB 1 -.01341 .0000 .0000 ' OINT # 2 LOAD ROTATION (rad) VERT (in) NORIZ (in) ASE 1 .01329 .0000 .0000 ASE 2 .00019 .0000 .0000 OMB 1 .01348 OOOU .0000 1 ** MEMBER FORCES *** MOM - Negative when clockwise (or causing top tension @1/10 point analysis) SHR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction F!1BER N I rLOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) ' ASE 1 .0000 .0000 17.0625 17.0625 .0000 .0000 .ASE 2 .0000 .0000 .0826 .3774 .0000 .0000 OMB 1 .0000 .0000 17.1451 17.4399 .0000 .0000 /10 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 c._ ASE M: .00 59.89 106.47 139.74 159.70 166.36 159.70 139.74 106.47 59.89 .00 n. 1 V: 17.06 13.65 10.24 6.82 3.41 .00 -3.41 -6.82 -10.24 -13.65 -17.06 ASE M: .00 .32 .64 .97 1.2.9 1.61 1.93 2.25 2.58 1.47 .00 2 V: .08 .08 .08 .08 .08 .08 .08 .08 .08 -.38 -.38 m OMB M: 00 60.21 107.11 140.71 160.99 167.97 161.64 142.00 109.05 61.36 .00 I V: 17.15 13.73 10.32 6.91 3.50 .08 -3.33 -6.74 -10.15 -14.03 -17.44 w J �* PFSTRAINING FORCES AT SUPPORTS *** DINT 1 LOAD MOMENT (kip-ft) RY (kips) RX (kips) ' .ASE 1 .000 17.063 .000 R 1 ASE 2 .000 .083 .000 ORB 1 .000 17.145 .000 DINT ,0 2 LOAD MOMENT (kip-ft) RY (kips) RX (kips) ASE 1 .000 17.063 .000 ASE 2 .000 .377 .000 'OMB 1 .000 17.440 .000 r nd of PLANE ' lapsed Time: 0 min 1 sec r r r r r r r � r J G7 ' C7 I�1 J r r 1 r . ' AI: PLANE - Planar Frame and Truss Analysis ersion 1.66 - 03/02/90 - C4.0 'opyright (C) 1986, Structural Analysis, Inc. ndialantic, FL 32903 (407) 727-1562 ' ser PPLANE ' nput data filename: a:jacobsl 'ATE: 12-23-1998 TIME: 9:29:26 ROJECT: DEEP BEAN ANALYSIS ' ** GENERAL DATA *** Members: 2 Joints : 3 Load Cases: 1 oad Combinations: 0 Elasticity: 1800.0 ksi Structure: PLANE FRAME ** JOINT DATA (feet) *** ' JT X Y RVH 1 .000 .000 0 0 0 2 10.000 .000 0 1 0 3 60.000 .000 0 1 1 ' ** MEMBER DATA *** ' HEM FM TO TYPE AREA INERTIA E LENGTH sq In. In*x4 kzI feet 1 1 2 0 233.0000 23098,000 1800.0 10.000 2 2 3 0 233.0000 23091..000 1800.0 50.000 LOAD CASE I 1 *** ' ** MEMBER LOADS (UNIF-klf, CONC-kips) *** TYPE MEN LOAD ALPHA BEGIN END UNIF 1 .880 .00 .000 10.000 UNIF 2 .880 .00 .000 50.000 r ** JOINT LOADS *** JT MOMENT PY PX kip-ft kips kips ' 1 .0000 -!.7.140 .000 10 +* LOAD COMBINATIONS *** *** JOINT DEFORMATIONS *** OINT 1 1 LOAD ROTATION (rad) VERT (in) HORIZ (in) ASE 1 .00026 .1047 .0000 DINT 1 2 [OND ROTATION (rad) VERT (in) HORIZ (in) A: l -.00327 .0000 .0000 OINT 1 3 LOAD ROTATION (rad) VERT (in) HORIZ (in) ASE 1 .00957 .0000 .0000 ** MEMBER FORCES *** MOM - Negative when clockwise (or causing top tension @1/10 point analysis) SNR - Positive when acting in the positive Y-direction AXIAL - Positive when acting in the positive X-direction WER 1 1 LOAD S-MOM E-MOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) ASE 1 .0000 -218.4000 -17.4400 26.2400 .0000 .0000 10 PT: 0.0 0.1 0.2 0.3 0.0 0.5 0.6 0.7 0.8 0.9 1.0 ASE M: .00 -17.E8 -36.64 -56.28 -76.80 -98.20 -120.48 -143.64 -167.68 -192.60 -218.40 1 V: -17.44 -18.32 -19.20 -2.0.08 -20.96 -21.84 -22.72 -23.60 -24.48 -25.36 -26.24 EMBER 1 2 o. a LOAD S-MOM E-NOM S-SHR E-SHR S-AXIAL E-AXIAL (kip-ft) (kip-ft) (kips) (kips) (kips) (kips) ' .ASE 1 218.4000 .0000 26.3680 17.6320 .0000 .0000 t•- 10 PT: 0.0 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1 NSE M: -218.40 -97.56 1.28 78.12 132.96 165.80 'lC i4 165.48 132.32 77.16 .00 1 V: 26,37 21.97 17.57 13.17 8.77 4.37 -.03 -4.43 -8.83 -13.23 -17.63 RESTRAINING FORCES AT SUPPORTS 14' ' OINT 1 2 LOAD MOMENT (kip-ft) RY (kips) RX (kips) t 'ASE 1 .000 52.608 .000 1 OINT 1 3 rLOAD MOMENT (kip-ft) RY (kips) R% (kips) 4SE 1 .000 17.632 .000 1 nd of PLANE 1 apsed Time: 0 min 1 sec 1 r r r r r r ar Ln y J m 'C.D W J 1 1 1 '� I AO10 ° e0 I O I v � + Ll OL { 3 nl 4- CO - G 'SIS* ) S SQ Ute.. 4 u is v tj -- _ f N) J ' 4 w2 r � 1 q J v ,r � ` �r �r•1 � h IE N ? $ QsQ �c r ci J �. a S. AO as A4 'kC443J r _j J J N j JLL vai %LN `. z � MMS CID r, rJ2 7 � r ,► �` a A7 is ►I 3 ►► ,i r ? is <J z _ WNo _3 3 � � � ° 3 'b � � �. 3 23 X417 z a1r J a o � ? r5 z �0 � 23 ,j24► a � � "l J � 0 bi M ` Qj 3 c 1, 7--,;Si 1 i ® a A c7 I n_;i ;n Q - IE 7 n �h