Loading...
12653 SW 116TH AVENUE I I I I .LSF ADDRESS: r 1147HAVOQUE f I ro J 1:4 eoonis\microtini\tarfle(s\l)uildincg.doc W J ro `c � o > c 8aroi dYE mm � S'N do o m0 � _ _ @ c s E y n c N c "I ci ia) rli v O A o C.row <0 Ln. 'O N p.CN N C. O m � di � 0 'q6 aE v ° c° n � o�`a N o c m p Q 2-0 o n v m 3 0 y °� f0��mm o c °� c CD 0 n o o Q 0 {'rn n-- z v �° z0- D<4cu aci YkCD 8 c c 3 v r- m o� a m of rn rn rn rn rn rn rn rn � rn rn � rn rn rn rn rn rn � rn rn N N (3 D (o (n (3 (3 co rn c3 m 0D co o3 3 w ao tD a3 c v m z z z z CL 1- z zz N N N m N z N vm O O o U o a o 0 = r_ _ = O = m r m m = a m m m m tY m m m Y Y Y m Y a a� o T L A�I 1_ r N N N N J N N N N N N N N C) '-a^ w Q a a a a LL d Q a a z c a < a a o Q a o a a- a. d a s a a s rl a a. d a t.- a m No x L m m N co N N N cr W. N d K N N N -� m M m r' F- cr cr Y Y C7 Y. 2 m 55 Y F- m Y Y '1 � N c 0 O r- (n Q � U _ ,) h h h h h n r• h M O M M h a) o~i rn m rn rn rn rn rn rn rn rn MCI rn rn rn rn rn m ,�,, C� N N � � a f] n (3 u`i w (2 (�c w (� 3 (3 C 3 a� r• od 3 a3 a) d O Q5 CL I C U) xx N ~ M 0 unn > t50 w E �- cg c v fL 3 u c o S o o N 2 y C.n m V n a c 4) w,.� o N a a c n N c cE c� n 4 g 0 v H d U c m m d U O C C F m d tn Q) d- 2 o c o (n cv a C > u Q- ) n L c y' o H a (n ; i E i i E y w w n a U a o z w` (g (i a a° U n-' (i w u`i f L w ° c`� �� 0 m 00rj) f- In W O N O N (n Q (n O C '' M h O M It (n (O h In (D 0 () N N N N N N Cl) M y O O ��j O O O h ti h h N h h h h h h h h. h h r J Z d d d d d d d d Q d d d Q d d d u� ;f Q F F F F F F F F F F N F N N N N F F F- F F h N 1- F N F F- N N N N N N N N N N N N N N N N N N 0 (� � C o � N �} N Cl 2N C C 0 - CS C L O1 f0 V N ,c c o ar ar o a`� nt'�i a� pru ."IQ= aGa °cK I N C C"?. N N 7 c N N •C N .a d C'C O LL a(T N a o aEE € � n rnR m� a�a ? � Q N Q m rn oat m a c.t�c m e 3 � oEa�i v CL -0 a m , d c o m-0vom�a't3g owar E U c En [ N �DD N O O ra E LL LL 3 n) U c O U to C (T- te a 00 N « L p 3 y y:. C - U ra Q7 d O Q1 is C C a N p i IY 45 .� LL CL 7 m c a U O (a E Z m o $ ° ro c - N E ate N rn rn rn rn _rn rn rn rn rn rn rn _rn ' 0)o, rn rn rn co r, D � c V N N (O a) � M rn N r N N O f0 O N � 3 icS (3 rn o 0 0 0 c3 �3 c3 '� °D D m = x x i x x a X rrf C) Ct -n m(n Z 's x = = 3 x O. F m Y M D ar o m =r N I,,- T- r f J N LnO d (n (n V) (n (n (n V) Q L1 0. a 0' U) N to (n rn U U to N (n cn N (n N CDi O Q Q d d a a LL m a a: rY m d d d a d d a LL in cn o n (n V) rn rn to a s co cn z °� N O z 2 m Y Y I- (n N mm Y F- m m --i Y D N c p O N F- CJ Q Cn M rn rn rn g, c yr m ?' rn rn (n rn a� rn rn rn rn rn d N N N Cr Pl r 0 010 ,o all o 0 0 0 (� 0 � t3 a3 aj 0 0 0 0 0 V? N W N f+ Q m d a. j O d n m a r ° o c f- n ? c rn 'Fn c O J t1 a C N c N 'v (T D If) o c c a c ti c A E 0 Z m c c r c c y 3 LL c ii_ > U5 E 8 o N c c rn LL U u LU '[ J N N LL N y Q_0 S . � h c V) .0 O U 7 CI G C _ Q m N v > > > > (Nn n E ani v ao s w a m (L !� n w a a` -j w LL m (n r ((7 U1 O O n (n N N M (n LO n CO O Qpp O Ln tC1 (D ( ) Q) Q) O) 00 0 O) C) N N fh to � N Oi Qr �� N n n n n n n n n c o o c r n n n n n n n O > Q Q Q Q a Q d Q Q Q Q Q Q Q d Q Q Q Q Q Q 0 V) F H (n F- U) (n w 0 0 V) (n (n (n H V) N cn � cn (n (n cn (n (n cn cn cn (n (n rn (n (n cn � (n w O _ aL" E O y n L m t�divn�� °'E dam rn v!N cOto O N N O C Ol m a x o to yNy�� y -t m c m;3 �nx 'MD Oa N c V) m N ma) 0) O � D 8,h 3 m ° a �m > Lnch V) v nro cu a e a, ° (D CL C a) E a) m aJ N ° E 'm m n a aroi22 03 $J 8c �n c ac o a aR� c o chi E gab yd (a L _N z xk 5 t6s'nroyc4 -:3 :on gntkEax ° m n r r n n r r r r r r r n r r r n r r r � rn rn rn rn rn m rn � rn rn rn rn rn rn rn c; rn rn rn o) a, � v v `v ire a of rn cn U) m (� u) OL N N N NN N C`J C NNQ N N 5 (� (� A a a a a n cl, (�J d Q Q N N V) (n V) V) V) (n W V) m r, 2' z m m !L w it X m ly d J m m m m R p p p p m m p Y Y CD (D L 2 Y �i h h Y Y Y Y m v a o > .a. C p ✓� V) cn (n (n (n (n cn (n to In v (n cn (n (n (n (n (n a Lai aa. a cn cn �_ w (n (n (n i a �i m a a a a a a a d a d a R a p d a d p p d d ti QLD n r w cn Co p h h cdn (n cn cn cn (n va (n °. r; ca (n (n (n m p p p cr (Y p 7 Y Y (D (D 2 �i Y h N Y Y Y Y � N # c O o a" cn N m rn rn o, rn rn rn rn rn 01 (3) 0) (31 m 01o) 0) a, 0) rn rn m v v LM r o rn rn cz U) 3i�5 �;i cn a O fN 4 N N N N N N N C '" r' z z 7 N � N N N n (� a a a a � A c3 (' ch m ch m c) .r `a v v a a vi N � m u v Q O d N �- mQ w LL w - a a. E _ (a > Ej to 5 q (� 12 Q) m O 3 a c 0 CLo cJ7 paov v o bNv V) c o CL nZti 13 ma) U) .2 O O c CroCL o co W o CL o c O p c twnvQOcu m 0 'a C SE pGO y cacn O QJ .7 N N L m N Q a V m a Of p w LL. LL (1. a V Q. d. w LL LL Qmy �t U': 7 O _N w O N O 'n (D O — N r O N m d 'n (D V: O O O '- N m M O O O N N N N N N (D a ►. r O O O O O O O r r r r r r r r r n r (, r t- < Q Q Q d Q Q F- h F- Lr) F L 7 1- F- Q V) VJ V) u7 V) V7 (n W (n VJ V) V7 0 V) V) (n 0 0 0 W (1) m N � 4) n D 9 0 C:t-- cl O 3 m T cn� S.0mLin N J uN ; °) cN E c c'U 2 w a) c E � 3 mt z z U) Q) y °c G c E.Sa 0 (D 3t S y O N O a N (n O N O a7 O N N a3 E E QV) 00 a �`� M aa) o mc � N � VCU arc vr'E c r uj w .0 Z 41 .E i� c3 Q crMT 'i CA, a) m rn rn S� rn rn m rn OL N N f7 m M M (O r' tD f'7 P7 c7 d f`7 to �` m m 2 = L = m CO m m Z as 7 27 a) O y =J 0 D d z vNi vNi vNi vNi m 0 connm a z w Q a Q Q Q Q d Q Q Q Q Q Q n a � o a n. a n a s a. a s a s d ii ti � m F— 0 �? z Q Im X Y 0 0 0 Y Y Y T) N C Y- O � Q N U `D a) Cl) 0) rn rn rn rn0) m rn 0) a) Lr) rn O r r N N N N r O M N w- N y w O am 0 C a) C 0 J y c _ tT 0 Q N N E- r D OI n a O ' c c c 5 c LL E a c N c C L7 :. v c is $ E tij 0 v =' 8 n a w 3 ° 3 a c N C7 m W Z _ a Ln cD t0 0� O) 0)0 In a)0) 0) O 0) N N N t00 h- r• N h tl- r t` O O O t` P- t• ) r 0 Q> Q d d d Q �C Q Q Q d Q d Q d Q LO cn I) V) W N WF- � cn (1) (1) v(n� 4q cn cn V) cn V) cn ■ Z z f \ \ § § § § � )f � _ Cl 6 ƒ § } ƒ I ƒ h £ 2 . § a - § 0 m = d / = R @ 2 \ O o 5 § § § § § C .> @ � � \ � 2 \ � 2 W j t § 2 k 0 k 7 � i ALJ U) \ \ k \ I % / f / E ] o f k § \ k � \ 2 ) $ 2 $ 2 m 2 = c { C© o o / o � � > )� 0 Ln .ro u u n n 9 / / j j } } cc £ @I = _ LUA / 2 G § § � k \ m 70 7 \ f I � o % j 3 & a d n ¢ m .? � Q ] � / m / 7 2 f \ a I U-1 u \ ) \ § { V) { t k $ / 0 / Lo * ° g > $ 4 k r.- / o g o 0 0 > J d u G G G C c.l t9 O C O a N � 1 -r�- O N Z C wco yw w M W (7) T S S T T V V M M V - M a 7 00 Cf w p J .-j 2 = ❑ 2 ' fl7 G CL v>O 4) _ J r a O W to U Z Z 0 0 N � pcl-< ao < a9o 00 a) m U O p p U U 0 U v N O)O r N N V (a a U C7 a 4X) rn rn rn w w d 0 a R333 4- V) N c0 +a O V m O) co Q ; 4 O ;3 � 1— l/1 t7 1- d >_ n _ N C € O C Q1 D LU 11J ro N .0 ' f9 O ro T m cl cD fZ O 0) 00 `r U �� ii U C7 r- )n Q o o O OaD c' c0 O U U U U U U U d Q W w w w w w ul v 0 z v a v y o d' N O Q C cNn n vi G o a a a a 01 ,, CO v 0 0 N N ru v c O r- � a m rn O c a (n N �N d Q O f1, G_ T F 10 N r N O ° C Cl CLv WR �0 c N c J u f0 — N LL Q C a 0 iN m rn o) in o 0 z Q y O 2 a: rn rn m p m a m In m m _V d O >y =J r C) c o cn W co O '-" w a a a o Ir ct a M o m o = cn rn Cf) m c 0 0 m � � (n N V d rn Q M O c8 t n -F3Vyf C � d v1 LL aQ cn� ip C Q1 O7 M C CL U fn � c7 r o o vi $ o � 9 � � � � � � CITY O " TIG A R D ELECTRICAL PERMIT PERMIT #: ELC98-0450 X DEVELOPMENT SERVICES DATE ISSUED: 08/04/98 13125 SW Hall 810., Tigard,OR 97V3 (503)639-4171 PARCEL: 2S1.0313D-05400 SITE ADDRESS. . . : 1 x:653 SW 116—H AVE SUBDIVISION. . . . :HUNTER' S GLEIl ZONING.-R-4. 5 PID BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :010 JURISDICTION: TIG Pro ect De seri pt 4.on: Alteration to electrical service for residence. ----RESIDENTIAL UNIT------ ---TEMP' SRV! /FEEDERS---- -----MISCELLANEOUS----- 1000 ----MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 200 amp. . . . . . . : 0 PIUMP/I 4R I GAT I ON. . . . - 0 EACH ADDIL 500SF. . . : 0 201 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : rti LIMITED ENERGY. . . . . : 0 401 600 amp. . . . . . . : 0 STGNAL/PANEL. . . . . . . : 0 IMPNF. HM/ SVC/FUR. . : 0 601+amps--1000 volts. : 0 MINOP LABEL ( 10) . . . : 0 -------SERVICE/FEEDER---- ------BRANCH CIRCUITS----- ---ADDII.-. INSPIECT IONS----- 0 — 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PIER INSPECTION. . . . . : 0 201 — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : I PER HOUR. . . . . . . . . . . : 0 401 — 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PILHNT. . . . . . . . . .. . : 0 601 1 ­ 1000 amp. . . . . : 0 ------------------PLAN REVIEW SECTION---_______.______. 1000+ amp/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPIEC OCC. : Owner: FEES ----------------- RUSS SCOTT type amoi-int by date reept 12653 SW 116TH AVE PIRMT $ 35. 00 DLH 08/04/96 98-307975 TIGARD OR 972;--j3 5PCT $ 1. 75 DLH 08/04/98 98-307975 Phone #: Cunt race or: antractor: ----------------- ------------ SHARPE ELECTRIC INC $ 36. 75 TOTAL 22605 SW RIGGS REQUIRED INSPECTIONS BCAVERTON OR 97007 RoUgh—in Elect" I Final Plione .4: 642-7937 Elect' l Set-vice Reg #. . . 000015 This permit is issued su,,;ect to the regulations contained in the Tigard Municipal ae, State of Oregon Specialty Codes and all ether applicable laws. All word will be done in accordance with approved plans. This pprOt will expire if work is not started within 180 days of issuance, or if wirk is suspended for more than 180 days. ATTENTION: Oregon lass requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in DAR 952-001-0010 through OAR 992-00I-1967. Ym, say obtain a copy of these rules or direct questions to OU1NC, by calling (50246-1967. P(-1­Mi t t r-'r 31 IITIAtltre : Issi,.ied By INSTALLATION The installation is being made an property I own which is riot intended for sale, lease, or rent. ()WNER' 13 SIGNATURE: DATE: INSTALLATION 0141._Y�--- ------------------------- SIGNATURE OF SUPR. Et .ECIN: DATE: I I C E N S E NO: ++++4+++++4...........++.....................................................4 +-+-+- Call 639-4175 by 7:00 p. m. for an inspection needed the next business day .........................................1-+++4................................... CITY OF TIGARD Electrical Permit Application Plan Check# 13125 SW HALL BLVD. Recd By ��- - Date Rec'd c TIGARD OR 97223 Phone 503 639-d 171, x304 I Date to P.E. ( ) Date to DST Print or Type r Inspection (503) 639-4175 Incomplete or illegible will not be accXpted PennitH �9� _ 050 Fax (503)684-7297 Called_ 1. Job Address: 4. Complete Fee Schedule Below: Name of Development___ Number of Inspections per permit allowed - Name(or name of business) uLSj J Lf/D-t� Service included: Items Cost Sum Address )_� 53 s �/t� k I 1 ► 4a. Residential-per unit - '. )00 sq.ft.or less $11000 y City/State/Zip_ U r ��. Each additional 500 sq ft.or portion thereof $25.00 _ t Commercial ❑ Residential Limited Energy $25.00 Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 2a. Contractor installation only: (Attach copy of Jl current itce sps) 4b.Services or Feeders Electrical Contractor t V 1 Installation,alteration,or relocation t C �'- 200 amps or less $60.00 2 Addr S 201 amps to 400 amps $80.00 2 City _ State __Zip 401 amps to 600 amps $120.00 Phone No. tAL T13 Z_ 601 amps to 1000amps $160.00 2 Job No. Over 1000 amps or volts $340.00 2 Reconnect only $50.00 2 Elec.Cont. Lice. No. -- Exp.7ate [•jl- OR State CCB Reg. No. 6 -xp.Date r-- i. 4c.Temporary Services or Feeders COT Business Tax or Metro No._4� 1L_Exp.Date.2 i'l ty Installation,alteration,or relocation 200 amps or less i $50.00 201 amps It)40 amps $75.00 Signature of Supr. Elec'nVA IF 401 amps to 600 amps _ $100-00 _- 2 Over 600 amps to 1000 volts, L-icense No. 41� Exp.Date tO(1/ see^b"above. Phone No. 4d.Branch Circuits New,alteration or extension per panel 2b. For owner instaPationS: a)The tee for branch circuits with purchase of service or Print Owner's Name feeder fee. Address Each branch circuit i $5.00 b)The fee for branch circuits City_ _ State, Zip _ without purchase of Phone No. service or feeder fee. First branch circuit $35.00 5, rrt- The installation is being made on property I own which is not Each additional branch circuit_ $5.00 intended for sale, lease or rent. 4e.Miscellaneous (Service or feeder not included) Owner's Signature _ _- Each pump or irrigation circle $40.00 2 Each sign or outline lighting $40.00 3. Plan Review section (if requirvid):* Signal circuits)or a limited energy pane;,alteration or extension $40.00 2 -_ Please check appropriate item and enter fee i,1 section 5B. Minor Labels(10) $100.00 _ 4 or more residential units in one structure 4f.Each additional Inspection over Service and feeder 225 amps or more the allowable In any of the above ' System over 600 volts nominal Per Inspection $35.00 _Classified area or stnrcture containing special occupant, Par hour $55.00 __.__-_ as daccribed in N E.C.Chapter 5 In Plant $55.00 *Submit 2 sets nf plans with application where any of the above apply. 5. Fees: Not required for temporary construction services. 5a.Enter total of above fees $ 5%Surcharge(.05 X total fees) $ NOTICE Subtotal $ �� 5b.Enter 250%of line 5a for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review If require (Sec 9) $ NOT COMMENCED WITHIN 1R0 DAYS,OR IF CONSTRUCTION OR WORK Subfofs' $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WOFiK IS COMMENCED. ❑ Trust Account 7-5Total balance Due CITY OF ' rIGARD MECHANICAL DEVELOPMENT SERVICES PERMIT 13125 SW Hat,91vd., Tigard,OR 97223 (503)639-4171 PFRI,i"r :4. . . . . . . : MEC98-01]5"17 DATE ISSUED: 08/04/98 PARCEL: 2SI03BD-05400 SITE ADDRESS. . . : 12653 '--W 116TH AVE SUBDIVISION. . . . : HUNTER' S GLEN ZONING: R-4. 5 PI) BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .010 JURISDICTION: TIG -----------------------.-------------------------------------------------------------- CLASS OF WORK. . :OTR FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF LISE. . . . .SF UNIT HEATERS. . : 0 VENT FANS. . . : 0 OCCUPANCY GRP. . : R3 VENTS W/O APDL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL TYPES------------- 0­3 HP. . . . I DOMES. INCIN: 0 :GAS 3-15 HP. . . . 0 COMML. INCIN; 0 MAX INPUT: 0 BTU 15­30 HP. . . . 0 REPAIR UNITS: 0 FIRE DAMPERS?. . : 30-50 14P. . . . 0 WOODSTOVES. . -. 0 GAS PRESSURE. . . 50+ HP. . . . 0 CLO DRYERS. . : 0 NO. OF AIR HANDLING UNITS OTHER UNITS. : 0 FURN ( 100K BTU: 0 l(WO cfm: 0 GAS OUTLETS. : 0 TURN ) =100K BTU: 0 > 10000 cfm: 0 Remarks : Installation of exterior A/C unit to residence. Unit cannot be placed within the required setbacks. ' Owner: FEES RUSS SCOTT type amol-int by date recpt 12653 SW 116TH AVF PRMT $ 25. 00 DLH 08/04/98 98-307975 TIGARD OR 97223 5PCT $ 1. 25 DLH 08/04/98 98-3071375 Phone #: 579-4427 Contractor: SPECIALTY HEATING R. FABRICATIO 9528 SW TIGARD ST $ 26. 25 TOTAL TIGARD OR 972232 Phone 620-5643 Reg 0006 a7 REQUIRED INSPECTIONS This peroit is issued subject to the regulations contained in the Mechanical Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Et,oling Unt Insp applicable laws. All work will he done in accordance with i incl Inspection approved plans. This peroit will expire if work is not started within 180 days of issuance, or if work is suspended for erre than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-08I-88I8 through OAR 952-601-9080. You say obtain copies of these rules or direct questions to 01JNC by calling ISSI-te BY- Permittee Sj.gnAti_ire :._._ +4......................f.......4,++++4,+4-++4............ ...............4.......... Call 639-4175 by 7:00 p. m. for inspections needed the next business day .................4-++++-#..................4-++++++#.........#........................ Plan Check CITY OF TIGARD Mechanic .! Permit Application Recd By- .2� � 13125 _CW HALL BLVD. Commercial and Residential Dale Recd12 TIGARD. OR 97223 Date to P E Date to DST (503) 639-4171, x304 1 Print or Type Permit s Caned _ Incomplete or illegible applications will not be accepted Name of DeveioomenvProiect ( De;cription I T31 e IA Mechanical Code OTY PRICE AIv1T .lob Street Address Suite# AI Fermat Fee -0- .0- 1000 Address Ij4"cj 3(1)l.lG��i _ ✓ � Bldg# Citylstate yip 13) Supplemental Permit 300 I ^e for name of businesst, 1 I Furnace to 100 000 BTI1 6.00 I( Owner CJ(�0 I L incl ducts&vents Mailing Adoress L 2) Furnace 100.000 BTU+ 750 1 l � j L L /l unci duds 3 vents 4dyistate 'ip Phone) _ 3) Floor Furnace 6 00 �� �I'll.2 5�?j ' �f��r / incl.v-1 Na for name of busineasl 4) Suspended heater.wall heater 6.00 d rn01 or floor mounted heater`_ i-)ccupant Mailing address 5) Vent not incl.in 3.00 applip•ice permit - CnyiState Z p Pnone 6.) Boder or comp,heat purnp,air con — / Soo _ to 3 HP absorp unit to 106K-ST-u-', i Contractor Name 7) Boiler or comp,heat pump,air Gond. 11,00 tPnor to - ' 1 � t 3-15 HPi absorp unit to 500K BTU ,ssuance Mifiling Address. �// 8) Boder or comp,heat pump,air coed i 1500- applicant JL f, j( Q YL( j/ 15-30 HP:ah:cro unit.5-1 mil BTU must provide all 00"State Zip Phone 9.) Boiler or comp,heat pump,air cond 22 50 contractor C (_Y'( j)e t n (v,;Q _5 44 5 30.50 HP:absono unit 1-1 75 and BTU license aratio, Const Cont Board Lic# Exp Date 10) Boder or comp,heat pump,air cond 37.50 information W C 7 � >50 HP:absorp unit 1.75 and BTU for COT OT Busin sar,Mevn a Ex pate 11 ) Air handling unit to 4 50 database) ` �J`> l a1I '?k 10.000 CFM Architect Name 12) Air handiino unit 7.50 10,000 CTM+ or Marling Address 13) Non portable 4 50 evaporate cooler Engineer caylstate -" Zip Phone 14) Vent fan connected 3.00 to a single duct _ Descnbe work New O Addition O Alteration Repair O 15) Ventilation system not _ 4.50 to be done Residential O Non-residential O included in appliance permit Additional Descnpuon of work 16) Hood served by mechanical exhaust 4 50 171 Domestic incinerators 750 Existing use of A 18 ) Commercial or industnaltype 3000 building or property A110— . _ incinerator 19) Repair units 4 50 Proposed use of 20) Woodstove 4 50 building or property A !) Q_ YT _ __ _ 21) Clothes dryer.etc J 4 50 `L Type of fuel-oil O natural gasLR" OG O electric O 22) Other units 4 50 1 cc t- v I hereby acknowledge that I have read'his application,that the 231 Gas oipi.,g one to four outlets 2 00 information given is correct that i am the owner or authorized agent of F- the owner,that plans submitted are in compliance with Oregon State 24) More than 4-per outlet (each) 50 J laws. / � r C i �♦ `y,/ 1t.Lr°.�i L� � _/ �{�L.Zit/w' Signature of OwnerfAgent Date QTY.SUBTOTAL w J 'SUBTOTAL i m ) LI ,s� ` (par `' Contact Person Name Phone`� Phone _ 5%SL 'HARGE / a PLAN REVIEW 25'6 CF SUBTOTAL I� TOTAL /'.2 i)dstlmechpmtdoc :v 7,96) 'Minimum permit fee is 525+5%surcnarg ftp c r ✓1 1 o. rd J LAI ---�_ - --- —---- CITY OF TIGARD DEVELOPMENT SERVICES k 13125 SW Hall Blvd,, Tigard,OR 97223(503)639-4171 CERTIFICATE OF OCCUPANCY PERMIT #. . . . . . . a MST97-004,i DATE ISSUED: 06/27/97 PARCEL: 26103BD-05400 SITE ODDRESS. . . 1i`*653 SW 1161-H FIVE SUBDIVISION. . . . s HUNTER' S GLEN ZONING,.-R-4. 5 PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :010 JURISDICTION:TIG -------------- CLASS OF WORK. :NEW TYRE OF USE. . . :SF TYPIE OF CONSTR:5N OCCUPANCY GRP. :R3 OCCUPANCY LOAD:2 remarks : Single family new PATH I Owner,.- LEGEND HOMES 6900 SW h'.qINES ST TIGARD OR 97223 Phone #: 620-8080 Contractor-1 ------------------------------ MATRIX DEVELOPMENT CORPORATION 6900 SW HPINES STREET #200 TIGARD OR 97223 Phone #: 60!0-8080 Reg #. . : 000006 This Certificate grants occupancy of the above refer-enced building or portion thereof and confirms that the building has been inspected for compliance With the State of Oregon E.3pecialty Codes for the gV'OLIP, occupancy, and use under which tCher e r need ermit was issued. t t.aD 7;E-_CE I I N6P BUILDING I NS ',EC I Fj R POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: /t 7� f A.M. P.M. MST: Location: �:. �- >> �` .C ' / C C G C. f /l� BUR Tenant: Suite: Bldg: MEC: Contractor: L L,- 7 'G �'� 7 J/ ( PLM: �_�(/ Phone: — — Owner:_ Phone: ELC: ELR: SIT: _ BUILDING BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water Line Shlb Framing Top fru Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Ifood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Dram MC UG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr hent Pump Low Volt _ Approved A Approved Approved Approved Appr/Sd,.ii Not Approved Not Approvrl Not Approved Not Approved Not Approved FINAL FINAL FINAL FINAL FINAL CC r-- r H (.7 W J D Call for rein O Reinspection fee of S required before next inspection O Unable to inspect Inspector. •- _ -- Date:, � _2 Page` —or CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 639•4171 /, � �f 4 Date Requested: &c / I A.M. _ P.M. � MST: Location: /,� C� t! 06-1 ��'� � T l n BUR Tenant: _ Suite: Bldg: MEC: Contractor: L Phone: PLM: Owner: cc (�—Phone: ELC._ v`� E Q r C� w tititi ELR: SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL. ELECTRICAL SITE Site Post/Beam Post/Beffln Post/13cam Cover/Service Sewer/Storni Footing Roof lJndFl/Slab Rough-In Ceiling Water Linc Slab Framing Top Out Gas Line Rough-In UG Sprit kler Foundation Insulation Sewer Ilood/lhtct Reconnect Vault Rsmt Damp Drywall Stonn Furrmce Temp Service Misc. Masonry Ceiling Rain Thain A/C UG Slab Shcar/Sheath Fire SFklr/Alm Crawl/Pound Dr I lest Pump Low Volt � Diicvc ' Afiproved`-N Approved Approved Approved Appr/Sdwlk , pprovcd of pprovcdoved Not Approved Not Approved FINAL FINAL FINA FINAL FINAL �`'� �L.r"rC7��[G�,l�L !�%�'/Yt-psi,: Di.r ti �S% �i � •7.� 7cr. �? ��______ 42 7 4 U Uq J L W J — C1 Call for reinspecti O Reinspection fee of S required before next inspection 0 Unable to inspect Inspector: )7ate: rf__Z_ Page of CITY OF TIGARD BUILDING INSPECTION DIVISION lo 24-Hour Inspection Line: 639-4175 Business Phone: 6394171 Date Requested: _ "S A.M. P.M. MST: 7-D �- Location: �!�l t) BUR Tenant: Suite: Bldg: ^ NEC: Contractor: Phone: �rZ��� '�� PI.M: Owner: _ —Phone: ELC: ELR: �. SIT: _ BUILDING BLDG(con't) PLUMBING MECHANICAL ` E�ev ,, C SPIE Site Post/Beam Post/13eam PosUl3cam Scwct/Stonn Footing Roof UndFl/Slab Rough-Ln Ceiling Water Line Slab Framing Top Out Gas Line Rough-In UG Sprinkler Foundatic.i Insulation Sewer Hood/Duct Reconnect Vault 13smt Damp Drywall Stonn Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shcar/Sheath Fire Spk1r/Alm Crawl/Found Dr Ileac Pump Low Volt Approval Approved Approvedp rived Approved Appr/Sdwlk Not Appro-ed Not Approved Not Approved Not Approved FINAL FINAL FINAL (- FINAL FINAL a V) J W D Call for reinspcom Reinspec:ion fee of S _tequ' ed before n •t inspection (7 I!noble to inspect 41r Inspector_ s Dale: ��� Page____—of CITY OF TIGAkD DEVELOPMENT SERVICES MA9TER PERMTT f='ERh1IT #. . . . . . . : M`TT97--0044 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 DATE I$;SUED: 0,3/06/97 ` r-'�tRCEt_; �'G 1 �;131)-•F-IGQ�1 C I T1' AI) RE9 5., - . 1,=: 3 1:,! 1 1 SVT 1-I A V E: :1.JBl]1I V I c T,.0N. . .. ., : IALJh!T'EERI S (3LEhd 2C)h1 I NG: Q-4. 5 F='I) t 11L OC;1�. . . . . .. . . ., . . L_nT. . . . . . . . . . . . . .010 Resar•ks: Single fasily new PATH I --------------------------------------------•---- BUILDING ------------•----------------------------------------- --------- PFISSUE: STORIES.......: 2 FLOOR AREAS---------- BASEMENT...: 0 sf RFOUIRED SETBACKS---- REQUIRED------------- p5S OF WORK,.-NEW 4EI647........: 19 FIRST....: 1192 sf GARAGE.....: 657 sf LEFT........... 5 SMOKE DETECTRS: Y OF USE....SF FLOOR LOAD....: 40 SECOND...: 819 sf FRONT.........: 20 PARFING SPACES: 1 '.F OF CONST.:SN DWELLING UNITS: 1 FINBSMENT: 0 sf RIGHT.........: 5 "UfiANCY GRP.:R3 BDRM: 3 BATH: 3 TOTAL------: 2011 s` VALUE..$: 146152 REAR..........: E6 ---------------------•-------- PLUMBING -------------------------•------------------------- -----___--___ !y,,,,,,... ! r WATER CLOSETS.: 3 WASPING MACH..: 1 LAUNDRY TRAYS.: 0 RPIN DRAIN ft: 0 TRAPS.........: p JATORIES....1 4 DISHWASHERS...: 1 FLOOR DRPINS..: 0 SEWER LINE ft: 0 SF RAIN DRAINS: 1 CATCH BASINS..: 0 " 1S40WER5,..: 3 GARRAFE DISP..: 1 WATER HEATERS.: 1 WTER LINE ft: 100 BCKFLW PREVNTR: I GREASE TRAPS.-: 0 OTHEK iIXTURES: R MECHANICAL -----------------__—----___.--__-_-------- -L TYPES----------- FURN ( 100K ..: 0 BOIL/CMP ( 3HP: 0 VENT FANS...... 4 CLOTHES DRYERS: 1 FUmN ?=100!' ,.: UNIT HCATERS..: 0 HOODS.........: 1 OTHER UNITS...: 1 Y INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES...... 0 GAS OUTLETS...: 1 ____-_.__.---------------------------._-_.-------------------._ ELECTRICAL _.._..._—----------------------------_.—.._______..__..--------------- —RESIDENTIAL __ _--___-- - -RESIDENTIAL UNIT--- ---SERVICE/FEEDER--- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- --MISCELLANEOUS---- --ADD'L INSPECTIONS- 1002 SF OR LESS: 1 .1 - 202 alp,.: 0 0 - 200 alp..: 0 W/SVC OR FDR..; 0 PUMP/IRRIGATION: 0 PEP, INSPECTION: P ADD'L 500SF.: 4 201 - 400 asp..: 0 201 - 400 asp.,: 0 1st W/O SVC/FDR: 0 SIGN/OUT LN LT; 0 PER HOUR......: 0 `ITER ENERGY.: 2 401 - 600 alp..: 0 401 -- 6f?0 app.. : P EA ADDL BR CIR: 0 EIGNAL!PANEL...: 0 IN PLANT,...... 0 '+F HM/SVC/FDR: 0 601 - 1000 asp.: 0 601+asps-1000 v: 0 MINOR LABEL -10: 3 _ . - - - PLAN REVIEW SECTION ------ - _._____---•-.__.___-_ 1000+ asp/vo.`.: 0 --_--- -._ ..___- -._ ... - -------.___ �. Recrnnect only.: 0 )=4 RES 'UNITS..: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC: --------- ELECTRICAL - RESTRICTED ENERGY ----------------------- '---.-------- 5F RESIDENTIAL--------------------------- B. COMMERCIAL------------------------—_ -------------------------------------------------- ^10 9 STEREO.: VACUUM SYSTEM..: AUDIO I STEREO,: FIRE ALARM.....: INTERCOM/^AGING: OUTDOOR LNDSC LTs RGLAR ALARM..: OTH: .: X BOILER.........: HVAC.,,........: LANDSCAPE/IRRIG: PROTECTIVE SiGNI: gAGE OPENER..: CLOCK..........: INSTRIXNTATION: MEDICAL.... ....: TOTAOTHRL :. ar,,,,,,,,,,,; OATA/TEi.E COMM.: NURSE CALLS....: TOTS 11 SYSTEMS: 0 Contractor: TOTAL FEFS:1 4479.71 M,D HOMES LEGEND HOMES CORPORATION 'r'P SW HAINES St 7160 5W HAIEI_FERN RD, SUITE 100 'GARD OR 972^L3 TIGARD OR 97224 one 11: 620-8080 phone #i 620-8080 o Reg b..: 60563 �- L" is permit is issued subject to the regulation+ contained in the Tigard Municipal Code, State of Ore. 5pec:alty Codes and all other >_ ,'icable laws. P?.1 work will be done in acccrdan_e with approved plans. This persit will exFire if work is not started within 180 J l/s of issuance, or if wor4 is suspended for sore than 180 days. REpU1RED 1►�SPECTION; -___._ _____._.._._.._.------------ �asion Contol Past/Bran Mechan Electrical Servi Fireplace Insp Rain dra; , Insp Mechanical t�A' w iding Insperti Cra+il Drain Electrical Rough Gas Line Insp Water Line Insp Plumb Fina. J :sting Insp PLM/Underfloor Framing Insp Gas Fireplace Wate•- Service In Building Finai rndation Insp Mechani-F Shear Wall Insp 'nsulati•cr Insp Ap SdrilN Insp s,,-/Beat Struct Plumb Top Low Voltage Gyp Board Insp ectri 1 Final . .xa rd 11}' . rm1 e . g + r Foecti�n E39- 4175 L ;EWER CONNECTICN CITY O F T IGARD . DEVELOPMENT SERVICES r,,FRmi-r 13125 SIN Hall Blvd.,Tigard,OR 5 7223 (503)639-4171 F,ERMIT #. . . . . . . . SWR97­005/: DATE ISSUED: 03/06/97 PARCEL-: 2-11103BD-IAG010 "TE ADDRESS. . I `f,A SW 116TH AVE _12BDIVIc-',ION. . . . . HUNTER' S GLEN ZONTNG: R-4. 5 PD ni .00K. I . . . . . . . I_0T. . . . . . . . . . . . . .�010 TENANT NAME. . . . . . USA NO. FIXTURE UNITS. . . . 0 CLnSr, O�' NEW DWELI.,T NO UN I T9. . - 1. TYPE OF USE. . . . . :SF NO. OF BUILDINGS; I T.NSTALL TYPE. . . . :DIJSWR IMPERV SURFACE: 0 S f Re m at-k s - Single famil.y nevi I-'ATH T O4%mev-: FEES LEGEND HtaMES type amoi.trit by date verpt 690171 SW HAINES ST PRMT $ 2200. 00 DRA 03/VIG/97 97-291330 TNSP 1 3'51. V10 DRA 0?/06/97 "l7- '2913 30 T I GARD OR ?722-31 Phone #: 620-8080 FRACTOR NOT ON FILE ,one #: $ 22135. 0171 TOTAI__ 1117QUIRFD TNSPECTTONS s Applicant ;yrees to c9sply with all the rules and regulations Gpwet- Inspection the Unified Sewage Agency. The perait expires IN days froo date issued. The total isount paid will be forfeited if the -mit expires. The Agency does not guarantee the accuracy of the ,le sewer laterals. If thF sewer is not 'Located at the evasurveent :M1, the installer shall prospect 3 fee} in all directions fro* distance given. If not sc located, the installer shall purchase ."ar 4n? Side Sewer" Persit and the Agency "ill)pstal! P latfral. I m 1. Ca 11, for- inspection C:j37J--4175 _j Plan Check#Q ,ITY OF TIGARD Residential Building Permit Application Recd By 3125 SW HALL_ BLVD. New Construction Additions or Alterations Date Recd IGARD, OR, 97223 Single Family Detached or Attached Date to P.E. 97 r 03) 639-4,171 Date to DST 2. 2 y-5 7 Print or Type Permit# 60 Incomplete or illegible applications will not be accepted Called 7 C Name of Subdivision Lot# Name Job HUNTER ' S GLEN I0 LEGEND HOMES Address Site A ess Architect Mailing Address 126 ,W 116th Avenue 6900 SW Haines St . Name City"State �— Zip Phone LEGEND hOMES Ti aril OR 97223 620-8080 Owner Mailing Address Name 6900 SW liaines St . FROELICH _ City/State zip Ph ne Engineer Mailing Address Tigard, OR 97'7.23 62�-8060 6969 SW Hampton St . Name City/State Zip Phone LEGEND HOMES ligand , OR 97223 624-7005 General LEGEND work new addition O alteration O repair O Cc ritractor Mailing Address to be done: 6900 S W t1a i n e s St . Additional Description of Work: City/State Zip _ Phone Tigard , OR 97223 620-8080 Oregon Const.Cont. Board Lic.# Exp. Date Attach Copy of 060563 6/19/97 Project Current COT Business Tax or Metro,# E . Date Valuation Is Licenses 4371 Ci,-f.' 1 /`/ 671/97 _ Name NEW CONSTRUCTION ONLY: Mechanical SUNGL.OW INC . Sq.Ft. House: Sq.Ft.Garage: Sub_ Mailing Address C1 5 Contractor , 2428 S E 105th Corner of Yes No Flag Lot Yes No City/State Zip Phone (check at - (check one) /C I Portland,---OR 97211, 253-7789 Restricted Audio/Stereo Burglar py of Oregon Const. Cent. Board Lic.# Exp. / Enefgy f` System f / Alarm Attach Co 4 B 131 i Current COT Business Tax or Metro# Exp,DateInstallation /�,a0 Garage Door HVAC Licenses 12 7 6 ('r�T. r ' � ,� '! l�..3/-e/� � f Opener Systems Name (check all that Other: Plumbing WOLCOTT PLUMBING appy) Sub_ .!ailing Address - Will the electrical subcontractor wire for all Yes No Contractor PO Box 2007 restricted energy installations? _ Cdy/State zip Phone Has the Subdivision Plat rec,)rded? N/A Yes No Gresham, OR 97030 667-9891 Oregon Const. Cont. Board Lic.# Exp. Date Reissue of MST# 1 Solar Compliance Attach Copy of 33d ] Q j 1 9/9 7 / -� (Calculation attached) Current Plumbing Lic. # Exo. Date I hereby acknowledge that I have read this application, that the — Licenses 2 6—2 0 8 P B 8/31/97 information given is correct, that I am the owner or authorized agent of COT Business Tax or Metro# Exp. Date the ownar, and that plans submitted are in compliance with Oregon r 96-4281 12 State laws. Name Signature of Owner/Agent Data Electrical GARNER ELECTRIC 'e"v ��� 'I' `fit-"- ' 7 �- Contac Person N me hone Sub- Mailing Address V !)I) e,;.1�'� c Contractor 21785 SW TV Highway _FOR FFICE USE ONLY: Gty/state Zip Phone Plat# Map/TL#: Aloha , OR 97006 591-1320 2 Oregon Const.Cont. Board Lic# Exp. Date r.X�o��05 P ��" a 4)' Attach Copy of 14496 Setbacks Zone Solar Current Electncal Lic. it Exp. Date / Licenses 34- 3 0 5 C �_5' COT Business Tax or Metro# Cexp.Date _ Engineering Apt:roval: PI nning Approval: TIF: sts\mstapp.doc �r i Aunt Description Amount Amt. Pd. Bal. Due s� ms+97-v044 MST. Permit (BUILD) 550. S° _ .550• ✓ Plumb. Permit (PLUMB) ? 25. 2 ZS, Mech. Permit (MECM) 45 45, / ELC/ELR Permit (ELPRMT) 250. 250, ~ f State Tax (TAX) 53 Bldg: 2 7, Plumb: //. Z' ✓ Mech: 2. ELC/ELR: Plan Check MST: (BUPPLN) 357A--' C' 107,03— Plumb: 07,f Plumb: (PLMPLN) Mech: (MECPLN) //. ?' __�� i/. ✓ V V Vs CDC Review (LANDUS) 4-0. � �'� �a, ✓ ,5u�t'�97-oo5l Sewer Connection (SWUSA) ZZoo. V" 2GuU, Sewer Inspection (SWINSP) 3 5 r` _ - 35, u✓ Parks Dev Charge (PKSDC) _1050, USo, �✓ VV Residential TIF U, T Mass Transit TIF (TtF-NITS-- -��` -_-- _______T1�-- ✓ --- Water Quality (WQUAL) Water Quantity (WQUANT) /00. /00, a _ - Of Erosion Control Permit (ERPRMT) 69. ~ Erosion Planck/USA (ERPLAN) moo. Z-0, J }•e v Erosion Planck/COT (EROSN) J Fire Life Safety (FLS) _ TOTALS: 6 7/3, r.\dstsVnstapp doc Rev. 7/96 : nfi rd Worksh 1 1 .Address '� � � i�� �•a7`� ,�i <,�,��'-S� �-,�� Box A calculations: North-South meJ` Box A: ns This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North IoE line. The North lot line is the line with the smallest angle from a line drawn east-west and intersecting tl)e northern most point of the lot 45°—► ' • N . . Intl ,t^•y:�: •., ; .,.-, North-South Dimension for Lot: Measure the distance from the midpoint of the North lot line to the South lot line along the described line. feet N 1' HORWOM O61F MIN Box B calculations. Shade point height for your residence.'­ Box B: 1. Determine whether measurements will be based on the peak or eave of your Which describes structure. The orientation of the ridge is also important your residence? mm 1 a: If the roof line runs North-South, measurements will .04040M (circle ene; be based on the peak of the roof. aaM�w mom_W 1A 16 1C 1 b: If the roof line runs East..-West and the roof pitch is less than 5/12, measurements will be based on the L a.V=na eave. Skim PM1fm 1 c: If the roof line runs East-West and the roof pitch is 50 2 or steeper, measurements will be based on the �s � peak. WVA RM RW LE _. , Box B. continued , . t .;A Banc B: 2. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the front lot line to the foundation, the figure is positive. If R the lot slopes down from the front lot line to the foundation, the figure"is negative. 3.1 Measure distance from finished floor elevation to the affected peak/eave. + / It 4. If the roof line runs North-South, deduct three feet. If the roof line runs cast-West, deduct nothing. 5. Subtract one foot for each foot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the ft lot has no slope or slopes up from the rear to the front, deduct nothing. - 6. Total figure for box B: ft Box C. Distance to the sha('e reduction line. Box Q 1. Measure the distant::from the North property line to the foundation near tl:e k affected peek/eave. 2. Measure the distance from the foundation to the affet.ted peak or eave. + n Oft 3. ToL_figure for box C: A ft' r it is most useful to draw a vertical line to r,present the appropriate figure found in box'A'and a horizootal line to represent the appropriate figure found in box'C'.The intersection of the vertical and horizontal lines determines theyalue found in box'D'.The value in box'D'should be compared to the value in bnx'B'; if the value In box'131'is less than or equal to tFie value found in box'D',then i the building is in compliance with the solar balance code. If you have any questions,please contact us at 639-4171,x304 or at the I Community Development Counter. MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Distance to North-south lot dimension(in feet) shade 100+ 95 90 85 80 75 70 65 60 55 50 45 40 reduction line from northern IgIt line(in feeti 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 3t. 37 . 38 39 40 41 �2 55 34 34 34 35 36 37 38 39 A0 41 50 32 32 32 13 34 35 36 37 18 39 40 45 30 30 30 31 32 33 34 35 16 37 38 39 40 28 28 28 29 30 31 32 33 4 35 36 37 38 35 26 26 26 27 28 29 30 31 2 33 34 35 36 30 24 24 24 25 26 27 28 29 31 32 33 34 ' 25 22 22 22 23 24 25 26 27 8 29 30 31 32 20 20 20 20 21 22 23 24 25 . 6 27 28 29 30 15 18 18 18 19 20 21 22 23 4 25 26 27 28 10 16 16 16 17 18 19 20 21 2 23 24 25 26 i J5 14 _....}4 ..... ?- �P2 Y3 ._ 24 __.. Box D. Maximum allowed shade point height: '' cvv� fPet. h:klodlnarcy\venturalsoiar.chp .... Rav W 2/26196 .. PLOD' PLAN LOT #10, HUNTER' S GLEN R-45PD 12648 5W 11(oth AVENUE MAP# 251035D, TAX LOT M 5400 N.E. 1/4 OF SECTION 3, T,25, RJW, WM. CIT'r OF TI(3,4RD WA5H INGTON COUNT'', OREGON LEGENDHOMES 6900 S.W. BAUM STRUT TIGARD, ORZGON PLAZA 2, SUITE 200 97223-2514 oma (503) 620-0060 PAZ (503) 596-6900 SW llroth AVE. - - -� 0.40% 228.0' i CURB — 22 e SIDEWALK ' 2285' WATER METER 800'46'00" U1— --- — WATER LINE DIV 00, 8' UTILITY SS--——— SANITARY SEWER 2284 (N EASEMENT SD--- - - - STORM DRAIN - - ` - 0 -1 - - - M - - - - - - - - Q.--- — Q. OF STREET N — 229 • MANHOLE 22g _ 2295' 2299' 2 29.9' ® CATCH BASIN2300' ' ---- _ ---- 50' LOT 11 — 3C PROPOSED R PETTREES 2 ® STREET LIGHT FIRE HYDRANT 231 231 .1' � $,132 SQ. Ft. I" 20'-0" Z YlCTORIA ICI } = •— — 232 PROVIDE 232 — " - FIN. FLR. ■ 2323' / �•� a FLR. ■ 234 EROSION GARAGE 5' i i _ _ ' CONTROL �1 ; M _ . 233 N FENCE 7 Z } 233 185' + i 2335' ' � -- 234 — — 234m' w 23 q SETBACK LINE------- LOT 09 235 _ 2395' 236 N 00'46'0011 E 2� CH_-T 03 196 03:14PM TPI_tr,4kqY, INC. -7 a 0 -MCI Nk, -r4V O wl lk, (4; (V-,r ,r fAp_ nuc, 17•Lr70M n, My— r.—?NEEFING SACTO I'.i'.'� 14/14 f 1 . •`.a, fit :0: Pt-1 MUS-WHY, !N(..' CE 3. 057, 093 V I.I.' 1 Z �`� �0, MCI m u c7 4rg �°s U-" z Q o �4, L cq o ¢ ` a] x z m a , e rt ,i n x w n¢ s O O4' ,fir X U QO Q ti o ul a' Jo i to f.Pj� ��\g "' U. L4. L� N in N aw >� � � G a n_ c n m �Ya u - v SA moo 0001[7 ti d m_ p t'1 In t� o o tV c_ -+ .+9 z! =rn Z u7 ado 0 CU 1 Z O¢ UO SW � 0m4 O .. ' Oa Lu <� d P _ + o A to rt ¢W J oJ C)u as 0 ` Ill- a1 v1 JGo] :i s , aD dp Lr) >. . Qiwa w- u U)d to c� a a d: $ chi m V,uU. CL o � eta O CA .... I A. \ I -j- RR :3 U O(n o AAA k 2 IL^ NlW 4 S C45U.1 31f ED OO .4 u� =r _ x a a ¢„W -Luj 0z -`n a m En "T u in cr_ ` w.. z� I- v �S75 Ut s OQ Z 11(I G7qi� O �AY x- =2s � f a uj r. 5 >, 1' "" K cna T a Cu o Z£i �yi s Q p3 = O� WU O 1-� 1- ❑ k yozac isWW MOT Q /Z SSl-O Z) \ n O !- NOtnQ t7 2 J�o c old~ ¢ ws��3�tx� - 0 ct NUQ ?Ratz] 0 In cowo D CD u.�Z� W ZUw cc isk O w o� uln� a m CE Q w uu z��p=90 C3 `1 awa; r' l- x 3 r o5f - a1,11.1 U a 7 Cl I- O^ 41M z UE b ✓r ". l-V1 U.J.7 1--nim O may 19 �cn r�o U �5 .0 .4; 10 U1 7 U 2.-I U r fS .f X ... R <0 u7`di8z 7 IA. Ill It NrVfV w me 2c d –3c NJ f1 auj f' Z w g1r-wom a 0 t`)1-11 w fn =.0 ct u o CL am to gNn. Cx-T 03 196 03:1SPM TPUS4.ip'Y, INC. P.5!12 y ' N s N It 40 �%** Q CL O j r 4 V-- ►.a GD W J �:( 17.3 196 0�*1�PM TFIJS-WAY, iMC. P.6.11 12 NOV 15 '95 05:53PM ALPINE ENGIWERIMG SACT'0 R. 17/:31 CAUSASSI 95316009Crru Ln 1- M Q1 Q1 ., rozell � M as . ul, � z Z J 4m C CD LU t- .,,,� W a \ W N y. = D f.1 Q CL r- = o ae G- a a s X �o � � OoaC1(7 C } 1*1 N R� W di m I 1[1n• N ~ Q IL 2: GD y+ ~I W tC Ln M N a T ..r N V1U. w CA ffl x �•� ffff V �J 4J{I ' IO 0 O v n CS O 1 U U Ll W � s I o to w �c tt W �. . IFO CD CU N u zto O} Q c Q N 0 X + �i W33*1 C i flt Q x a v CL W ^zd=I;p �zf�alJ ' N I 0 Yaa^Mr,,p�7 w yc� cc RK CL 42 x fn cc la .. zru CL 1111111,All,Ln U3 Ln Co Ln z All > QQL ' a�..Ie . H(9 ix7' in cm m ! 30 {� a a ... nn W QeIaw M; W ' s _ ~ _ r, J -� x x x < .e [� c 0. MNN JLn J �w. K < a a� J 2 a a O Ce ~ H-W -af Ix CI. VV S}fj �yglW ~ r � L � � u o i� CCf 03 '9G OTIGPM TRUS-WAY, INC.EERING SRCTO F•.7.'10U3Q CAUSRS61 99270020 ` ^ `� N cr V Nco Z Z 11 tT f- Q tR J � W lLT O Y O -a a i a _ d ff cn � WPy�ut-J,�la[l Ii O p �d.1 c{ a !-- ` .�•.} 3- N Vt to 0 m Q �0 oog �? 000l0to t., .+ •• in v�LpL 4 N N OJ LJ < wS �IJ to tw O N ^.. �. Q� NmmV aSa[E .•. tt N Iv ^ V H z 7 V Z~ l0 to n+i0 t�i¢cr� y d. „V� Z 1 6 .r U. r u<P. P- O W C] 3 Li Z to m w=UUU�/f—" rZZ Z: w -1 p o Q C�CIC]2 � oa4< Uw IJ u v c~a in N I.Awww u. N4. •, yl r T QI UJ07, t11 ►� o' rn N a d sal v a r ..�. V c1i rrn�t �-' �ZZW`o1�o uWi uN� � x a a + ^ $ 16. m g m a LU OD o a OI`1�a Mv� a"t�co�< X � g mg° s - J ()Z a cat qqqppp In `� t� Yagly�YY �� Lj X x Cu;J NPwJul {110: co N IU- ZoiOW7ZZ •z �711 a =jr� �. i 9 jo.t -W qv I R9111' s < X X ytSxuj Cu cc 1d� t�q i f a- . k yw 7 a 3�V�0� x#Po�s:�iy o s w o c(n N m Ul +� C A if`t�= 3�Ys H Z Q tZ 177 w 'v w 1131 'C c < u W !- x <a °° cr1 y �tin .s 5 a v c _ic : � X m Z� Ccc � 4 w z �. Z a 0 n r Z i ui I- MEW _u Mo LL W -j J • m V W y I I Ln < N - ,_.. = 0 8s � LL LL Q W to LL w w ❑ W �. Z n f ._V W ►- W orrG 7G ft X i < Z < LL e hNN W JVI U' -J I to E S CL J a Z I az n m Ci � Qa00 o g a o f W u J n r J UL)Z fxL W" W W ty ��, � l 11.; �ll�nn � rJ �< �W ' w CSC f 03 196 03'1-'M TPUS-iJA Y, i NC.I�ZN6 SACT O P.ET,i ✓34 �cuSR56 t 9526407/ « I c rz 1[7 p o ` A L cn 59 It! o a r 117 0 Y V K C.1 M W 2 0— w cs 1_1 w x .-r U m �in a a d Q a a W0 xa o m �T�Jy OC K � OOG CD LO Q s~ewZ i tClh4N L ..r Y Wacy�ru a m U 10 W 3tZ� U 1 s - V r� •. w L y� Q L W r11 c4 m/� VVVVM]]]] _j d O "a " v C ca t7 t I w H M r in � � _W J x aC77 cm vi cz gi= co C3 co Y ��11 _ U N r on i Or3_.Z a cv v CU p u' Jv oo X W 2 OtiW� CID m JJ Oar O aMA.$3y�a. V I OU -.-Jag to Q x �c �I 1 C- � va>;S cr CL 3 ��qq� `e ��i3 0+ Ct! I y ■aa cu .= WLJ 400 cc cr f 3 3 x .ler� _aA v w co m 3i.$�5�,,+� s C) o Le12, X wia� sii 4 vS Z Irl , 'J N k rtes Am z a t 3 a N . ul ,ra M`1.17, Auj Mw2 )O Z rt sl1:a �' � 131 t r�yQ L" uJ1Q k• ., .. Q z � � 117 r � ctCL W v 1wr ?( OI _jr� r J f Mfx11N JtA 0. 0 as x Iar�n// co 0U d2 O a~ 4 r w � Lz UQ u! UW J is o� -- C I i 0--! 6 O-j:1:3pM TFUS41AY, NC-IEERING SAC'TO P.J.,13i� li CI►USR562 95259Ot2 'T N 21loll ~ liN GQ O S ` w . ^ Ncu r i ~rZ.a C?qqJ,, w tlf y O 2<~ SU a i W ¢ D ` Y 7 U r -1 uwq�� •J no coo W< V m cl Nx 36-Cq o G Uo CL y M fn .- �(.t 00 OW �j Od OG� Af9 t 1y N J to 61- 1-z J CD � ui z Li 3t f N !gNV�Q- Q (n N N of ,,w z Z ►•r i V r e� QQZZ 1[7 9 O=OQ z. G«< t LL W V Ci L) O 7 y to co fW"0-Wul � CR QOv �R!`O�l ,�J) ID iy� �7 K tp Q1 J} A ~: J OI Wtl1a� Wweut, h - LL i W O Wm i l a Z N m v M I = yy i9 4er" 'c rs o 0 u t R wujwe o <000 W J J K<J uj CD W W►- [n " ., Q (�) x U, �w<a z t= c. M x mzvt "LLOLO CL 3r = Y Ctl yW. fa CL O ,-+ p 5I«a���=�� Z ti `i �, y #assiQ Ie _ W 4� N J Notr,uj ul "ZCL IL 1pp�yy�� w !'' 3 � U u 4- lai x�-+ m x -9 CL tv By ul �S r. x ► Yy t M;-t m l�3t�tf g •Q - N •1n U1 Tw c)1kc cc tZ ��,77 s 4 9110) uj >- QU mmw W J• OIt" ttl � -s�� H ! cv O tj tztn LL � cc 14.6. xL' N��� , ~- a o000aaao 6 CJ 4ti A Cp en O W Z� µtot1i / cs W U J ^ K 1C K 1 U. O J l� M` LL a NfU cu -j in bcn-j J _ ur < , r rr N f CL __ *' R1 a Hu,t I.- CLBaa r ce F: `t x u o ao u Lr! (i 10 ? C V) � w Eiu n. W-- CDJO J ui , X TO a� '7% "K:IWIH TPlJS-4WY7, INC.IN 1W. SACTo P. l r3 1:),-22 1. 71 12 CAU5R561 96142010 ��5 '+�o� W - ; fu 1 C7 I �c v I NCD ta to Lo co u w CC La La Q W V 4J U' W J H W t s = o c c u a a o 3 Olin c r7 �_ 0 r C\J r, r _ jx S I Z r Q 31 A i J _J W U l) }i CL {l? u s X 4 u u ? J ►- �i cu z O I a O I U I cIGn + 1 uj o vs > I r_ S '-gz6 i CII W _ _ cr CL 1133g 93 it --`. In x tti x�� t F cY xrr CD! U. w �d J�t<� a v Ln c c a3a"s �=aK71 ; M IYui="a� �i a IL C U. 71h)i+w d i 9 A WCL J o ♦ S$ :e a - 1cl - � Q W in w ? / to �1,g mG # w f*1 Ou _ ItO n , I LA_ NN Lo XXX .4 4 UJ W N N[Y Ifl .^.. J b'x ? rn m �1 m W ►WW-� �m < CLJ1 a ►- ' Uj moi uQ OCT PJ a 196 _03 20Ph _ NC.•EER IN o 5AC O P. 11- l' CAu9R583 95269051 un � � m oresc to A AA m v o .. 1-1 tj — to .c e in o 0, I-- z ren �.. W Q 14 u it W {may OD W Q y �- L7 O U C'L' CL U) r- ONh ^ C1 lA i-- m .r v ti N Q .Ni ry 2 y L) O ` Zw N Z 'C or 0 a oil x <7r�� Q N t� U c�r �tu z xT'q M : m 0 o 0 w a Co 3•- 5 t� Lu to ae ' ID of �s� ¢ll.LIOr r J w K �m t I? y=_;y�=,_ aft o "3 4e��=_GSA x m = e cI n mw IIr wwp 2 ;S 3 CL Q x Cu zrf= 0 Bi; g Cx ;J� -K IC WI rn .gtcy� �4, v�� 3 v M .od a ��-wf7s:rff Sac 4 y °:"� mcg i // �?ONe3��=r : : w xx a D0 � CC6JtI ien �t up JGQgQ �. � up Lj N rd Cv i ttn- uj a ►.t U 1 119 "tr r GGQGQ4 D CCT 03 '96 03:2091 TPIJS41A'Y, i NC. P. 1 '1 c NOV 15 '95 05.56PM HLPINE EMINEERING SPCTO p-21, 1 NUMB �, Q N cAusass ; seaseL�2 �� m ,n � o � al Ln m �v a oo te P 2 " ^ r U NIS w ■ �Al ti ,�►w LI Q: LZ.JA ! W CL to tu to �7 61 2 F- Ol ►-5 t•I., }nl z CL ul Jw.. a w V U a r ^ �tiW � � t70OCU1 • w to N y ro e< �° �n n a v r - SIL N m ,.w ..ra uj Q w J L7 UJUCL en p., Iw t U t� rr Qcc .�iO � � z cm CL ca - C N w Zb Q a wq Ll x fa r- U3 m " �aQ W W w a 9 w a+ =oss v N L7 r r�r , ¢► do v _ W x `� i gag cucn .'� 1fi�Y�sawib� a J N O t-JIIkO 1 1 cu � Q - cl W_ 1 Q U9 Ul o w 1 aS+1Fii M x tIL m Nuj fy1 N �3b:� Vii•i-s. j Zal ¢ w x v 3 1�l Pf r �itit cu ug u � a ■ � Y�s ��"'� 3 S. _ '� � a co ^ a a6' •�� .�m ma hili wSal CL �U W I 1h uaw z,l v v w W " d CL J xxx A d fV fyN � t� .. - s WCC cr lom v o� y n d W rW _ w w ut- uv O �1 w 00 �', j car-- /h '57 l-7 - Structural Calculations FOR Victoria 'C' ( Misc. Framing, Footings and Partial Lateral ) Legend Homes G t N - ✓0 939 9 v OREG N 22. LIMITATIONS ' ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT DESIGN IS BASED UPCN INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FCR ACCURACY OF SAME. '10 RESPONSIBILITY AND/OR LIABILITY!S ASSUMED BY.OR IS TO BE ASSIGNED TO THE ENGINEER FOR I'rE%1S BEYOND THA'r SHOWN ON THESE SHEETS. October 1906 Job Number 507 0-96 1 Ln I ! U LU These Calculations Are Void If Seal And Signature Are Not Original J MAIN OFFICE 17 CENTRAL OREGON C 6969 S.W.Hampton Streit 94 S E.Wilson Tigard. Oregon 97122 Send. Oregon 97702 501624-7005 541 383-1828 MXMWAUW ;1= A ! lips �i'�IAIAAAl1Er$1rF.l•r NO 5R RK Art, req F 15 WREN r%F OTOM . i.�� rnnnmr■ I I I I I FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project: Victoria 'C' project number: 507.0-96 date: October, 1996 by:CA FT a IL LB 3 IM K = 1000•LB IN .0833333•FT KSF K- PSF := KSF FI'z 1000 DESIGN CRITERIA DESIGN CODE: CURRENT CABO/ UBC SBP : 1500 PSF(ASSUMED) WIND DESIGN ' VELOCITY= 80PSF, EXPOSURE B SEISMIC ZONE : 3 ROOF DEAD LOAD RFR 2-PSF FRAMING RPL 2-PSF PLYWOOD RRF .= 5•PSF ROOFING RNIE = 2•PSF MECH & ELECT RMS .= 0.5•PSF MISC RCC", 2.5•PSF CEILING RIN . 1 PSP INSULATION ROOF DEAD LOAD RDL RFR + RPL + RRF + RNIF. + RMS � RCCY * RIN RDL = 15•PSF ROOF LIVE LOAD RLI, .= 1.5•PSF ROOF TOTAL LOAD RTL RUL + RLL RTL =40•PSF FLOOR DEAD LOAD FFR .= 2.5 PSF FRMG FPL 7 4 PSF PLYWOOD + UNDERLAYMNT FME = 2.5 PSF MECH + ELECT FNIS - 1.5-PSF MISC FIN - 2.5-PSF INSULATION + FINISH '. FLOOR DEAD LOAD FDL = FFR + FPL + FME +- FMS + FIN 3 i FDL - 13•PSF FLOOR LIVE LOAD FLI. = 40 PSF FLOOR TOTAL LOAD FT'L = FDL + FU FTI, = 53•PSF look [� 6969 SW Hampton Street CLIENT �P�}eY\(� �OIMQh PAGE Tigard,Oregon 97223FAX 503.624 9770 PROJECT: QjJD41tq503.624 7005 94 SE Wilson•Suite 105 PRn.)ECT NUMBER: 5p7,Lj-j� Bend,Oregon 97702 1 FAX 541 383 7696 DATE: 0j,,�-$ ['Ili(, 541.39. 1828 1 BY: C�I 001- �ra�ui�l Jo . �5 IL - Z5 PS- (sloow) y>efe v'"'vke. G1Ydo\r -Ny& rRea,4 lts I`bspI- 2612 Ib GT2 L- 4-o' 15�j-x ►I1 IQ!o I10 (J Cu�cr�c Ulu, : Z71 P51-r II' = 176 Ib w�u3opl� f•4I�R,I .__��ww.s���� �yior- z YeI�IWt'tQ.. I�151(.�tt� � l��l �JO(L �i7^rbCtU KL' 25rs1��zs'r� 2,h = 7�1 6969 SW Hampton Street CLIENTQPAGE 1 Tigard,Oregon 97223 J FAX 503 624 9770 PROJECT 503624 7005 94 SE Wilson•Suite 105 PROJECT NUMBER. 507.0 rl/ Bend,Oregon 97702 fo FAX 541 303.7696 DATE �G`• r 1 541.383.1848 g ■ BY �� �Yau.t►Na1 �, I Cet 111 2,°6k U'�- X12 �Fuol IdpRt Z 720 Ibi 3' l{XIJ OL GRMI Wp� = 30P11- c V1 I— J C7 W iJ 1 { WOUdWOrkS - SOFTWARE FOR WOOD DESIGN File Name: HDRI woodworks 1.0d 8 Oct, 1996 8:19 COMPANY I - PF.OJECT Froelich Consulting Engineers I Legend Homes 6j69 S.W. Hampton St I Victoria ,plan 'C' Phone: Phone: 624-7005 1 507.0-96 Fax: Fax: 624- 770 1 HDRI DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft lateral support: Top- Full 13ottom- @Supports total length: 10.00 (ftl INPUT LOADS: (force-kips, pressure-pef, udl-plf, location-ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End 1 Load -----I------------I--•------I-----------------I-----------------I-------- 1 Full UDL Dead 30.00 No 2 Full UDL Snow 50.00 No Self-weight automatically included. Custom duration factor for Wind load = 1.33 +i♦i###+##+###Axe#*Aff#+++#+#+#++Ax#+aaf♦+}x#*;##*;;+;+*+#*****xf*#*#**# CUSTOM,, SIZE DESIGN SECTION: D.Fir-L, No.2, 4x9.6 @10.555 pif f4##x4#}##+fxfA#A+##k#A##*##+#{##*###f##f#4#{#+}{#{#}f+fff4{#{#+f*+#+### MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in) i i0.0 ft I ----------I------------------I Reaction 1 0.45 0.45 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress-psi, deflection-in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------ I :azar fv id - 15 FV' - 9a fv/Fv' - 0.15 Bhrdirgi+i fb - 226 Fb' - 1207 fb/Fb' - 0.19 Live Defl'n 0.03 - <L/999 0.50 - L/240 0.06 CL Total Defi'n 5 - <L/999 0.50 - L/240 0.11 cc - Ln Bending(+) : Crit•.L:1- 2 CD= 1.15 CL- 1.0C y. Shear : Crit.LCO- 2 CD- 1.15 '✓@1- 0.38 Deflection: Crit.LCi- �i Total Deflection - 1.00(Defin dead) + Defln Live. ;r DESIGN NOTES: Uj 1. Please verify that the default deflection limits ar? appropriate -� for your appiication. Sawn lumber bend_na members shall be laterally supported according to the provisions NDS Clause 4.4.1. WOOdWOrkS - SOFTWARE FOR WOOD DESIGN File Name: RBMl WoodWorks 1.0d 8 Oct, 1996 3:25 COMPANY I PROJECT Froelich Consulting Engineers I Legend Homes 6969 S.W. Hampton St I Victoria Plan 'C' Phone: Phone: 624--7005 1 Job 507.0-96 Fax: Fan: 624-9770 1 RBM1 at Living Room DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft lateral support: Top- @Supports Bottom= @Supports total length: 13.00 (ft] INPUT LOADS: (force-kips, pressure=psf, udl=Flf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I---- - - -I--------I--------------•---I-------------- --I 1 Full UDL Dead 150.00 No 2 Full UDL Snow 150.00 No Self-weight automatically included. T Custom duration factor for Wind load - 1.33 a+++++*++r+r+a+r++++++*+++s+,►t+*++++++++a+a st*++•k+•R•a+a•+++t+•R+•r+++++a++x++r DESIGN SECTION: D.Fir-L, No. 1, 6x12 @17.569 plf MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length=j.n) I 13.0 ft i I I ----------i------------------I Reaction 1 2.06 2.06 B.Length 1 1.0 1.'i SECTION vs. DESIGN CODE (stress-p,7i, deflection=i.n) Criteria I analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------- Shear ------------ ---Shear fv @d a 42 Fv' - 98 fv/Fv' - 0.43 Bending(+) fb = 664 Fb' = 1528 fb/Fb' - 0.43 Live Defl'n 0.09 - <L/999 0.65 = L/240 0.13 Total Defl'n 0.1F - L/852 0.43 - L/360 0.4.: 1 c Bending(+) : Crit.LC';- 2 CD- 1.15 CL- 0.98 n Shear : Crit.LC/- 2 CD= 1.15 V?d- 1.76 Deflection: Crit.LCA- 2 Total Deflection - 1.00(De£Ln dead) + Defln Live. DESIvN NOTES: 1. Please verify that the default deflection limits are appt priate for your application. 2. Sawn lumber bending members shad be laterally supported according to the provisions of NDS Clause 4.4.1. 1 _' E--- �� 7=�•n 7.•« �� 11 -CJI' .,oG } (C r ktTC.CL J All •J n_c r_VL Ern ! I I ___ JQ.I� • JI. 1 .. '' - - ~, -- cc OR __•• t/ YAa, ' J 'u W ROOF FRAMING FLAN e•:s.eu. r "=J •4!!!i a:::a - 1-1 6969 SW Hampton Street CLIENT ��^�� Nw,I nth hAC;E 1 Tigard,Oregon 97223 `�J FAX 503 624 9770 503 624 7005 PROJECT1 I G 1"1 C [� 94 SE Filson•SUde 105 PROJECT NUMBER. Bend,Oregon 97702 FAX 541 383 7696 DATE. L 1 541.383.1828 ■ BY:C 2. 574`1 Civ g,S Pr ti e 3 I�p•'.k (6'5"t prop Xis)= 400 1 u V.,11L a I j W J 1 L q/aro WoodWorks - SOFTWARE FOR WOOD DESIGN File Name: BM1 Woodworks 1.0d 8 Oct.1996 8:51 COMPANY I PROJECT Froelich Consulting Engineers I Legend Homes 6969 S.W. Hampton St I Victoria Plan 'C' Phone: Phone: 624-7005 1 Job 507.0-96 Fax: Fax: 624-9770 1 BM1 at Kitchen Nook DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Glulam Simple lateral support: Top= Full. Bottom- @Supports total length: 9.00 (ft) INPUT LOADS: (f.orce=kips, pressure-p-f, udl=plf, location-ft) Load I Distribute II Type I Magnitude I Location i Pattern I I I Start End I Start End I Load - ----I------------I--------I---•-------------- I-----------------I---- --- 1 Full UDL Dead 409.00 No 2 Part'1 UDL Snow 80.00 80.00 0.00 2.50 No 3 Point Snow 5.75 3.00 No 4 Point Dead 1.25 8.50 No Self-weight autcmaticaily included. Custom duration factor for Wind load - 1.33 DESIGN SECTION: VG Western DF, 24F-V4, 5.125x9 @10.956 plf MX: IMUZM REACTIONS and BEARING LENGTHS (force kips, length-in) 1 9.0 ft I Irr.v==avm-v 1 1 � I ----------I -----------------i Reaction 1 5.96 5.01 B.Length 1 1.8 1.5 SECTION vs. DESIGN CODE (stress-psi, deflection-in} Criteria I Analysis Value I Design Value i Analysis/Design I --------------I----------------I----------------I-----•-------------I Shear fv @d - 182 FV' - 190 fv/Fv' a 0.96 Bending(+) fb = 2715 Fb' - 2760 fb/Fb' - 0.98 Live Defl'n 0.23 - L/463 0.30 - L/360 0.73 Total Derl'n 0.35 - L/305 0.45 = L/240 0."9 cc V) y Bending(+) : Crit.LCY= 2 CD- 1.15 CL= 1.00 CV- 1.00(KL-1) f- Shear : Crit.LCO= 2 CD- 1.15 V@d- 5.59 Defection: Crit.I.CM= 2 Total Deflection - i.00(Defln_dead) + Defln_Live. DESIGN VOTES: w -� 1. Flease verify that the default deflection limits are appropriate for your application. 2. 7-LULAM: bxd - actual breadth x actual !pth. 3. Glulam Beams shall be laterally suppor ed according to the provisionq of NLS _'lause 3.3.3. I%ta ell•r.rrorASe J y _ A4 I .00 -- Tf•At I AI A• II � ti� Jf 1I , II o I L �t, A •.W. � .,.1 � 1-I I II..// v HDR 1 I aNv 6Ii LV �. I flp. [ A DeT.•;AA lig N1 Y , .. ...•OF 'I' lU -- -- -- --- wl II ' -------- O — A I I I I I 11 I � I lA'ee I I .1 �:.K 9 I � i •C.J- I I F 1 i C t I II � • I� I I Ili' `I I IY 11 7 I I 1 I I AA II 1 1' I II •1 A-I� __1 II I I u II 1 111, 2 1 1� n' AAO HDR Y AT[A!'D[ R-DR J n­^R ECOND FLOOR FRAMING PLAN 4245 L.a. J FLCt:W F4A:'INO NO'Le• I Jolete 7 v'Gt At'•'x trP v_R l47H l,A•1i P4-'W NT ALLLD PT""T"C'ryL" 'D>'LLWR FR.=NO NAIL W,ed At•'" AT'AMLL LDOLf AMD Al 10A(FI[LD . ) vl!*" AFC COCONAM ALL DF-TOW," 't,l•u FLUOR r_AM• LHT[RIDR WALL&IA'"L`JV(1A,0/OR AIA RAMP d''•, V I►QA.frAnL[f At A'aa rf ALL 100116 AND I'— Ai rI[LD M*L lC"b At•'OC AT""la AND Ta AT FI[LD,I.&C M NOTED 07u[t4 on f[!"APt cp V•W NOI.[RODAT•AS, WALL fC 4DULIF pF AS.F[LT, L% f. P"OV"9M.0 FRAM•D U10[R ALL MAMS A-0 C r IFL+YC }.*u ►. / HVADRM. Ill' cc •. 411_f1a 111111M AND 0 Wt Oe t0 91 /� � 4 F 0'7 O!'v.LMS$L[N NOTED OrH61RNeL. 6969 SW Hampton Street CLIENT L&je I ltA 4owe5 PAGE J1i Tigard,Oregon 97223 J ?/ r"503 624 9770 1� 503.624.7005 PROJECT: O 94 SE Wilson•Suite 105 PROJECT NUMBER Bend,Oregon 97702 FAX 541 383 7696 DATE. (J}il 1 541383.1828 / ■ BY, �` fl f(QVAiI. ( � vj i>-412! t f4x 3,S' vA)W, �topbl-n(i2� r3 S'� fol a Pld, q-06 bLF Noe 4, ��' 16501 + 2�5a1� I n. I— ll r h J � O t� 1 11J J woodworks - SOFTWARE FOR WOOD DESIGN File Name: 1FBM1 Woodworks 1.0d 8 Oct,1996 3:31 COMPANY I PROJECT Froelich Consulting Engineers I Legend Homes 6969 S.W. Hampton St I Victoria Plan 'C' Phone: Phone: 624-7005 1 Job 507.0-96 Fax: Fax: 624-9770 1 1FBM1 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Seam database: Custom material: Timber-soft lateral support: Top- Full Bottom- @Supports total length: 4.50 (ft) INPUT LOADS: (force-kips, pressure-psf, udl-plf, location-ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I••-------I---•-------------I-----------------I-------- 1 Full UDL Dead 265.00 No 2 Full UDI, Live 620.00 No Self-weight automatically included. Custom d,iration .factor for Wind load - 1.33 CUSTCM SIZE DESIGN SECTION: D.Fir-L, No.2, 4x7.5 @ 8.333 plf MAXIMGi%i REACTIONS and BEARING LENGTHS (force-kips, length-in) I 4.5 ft I I ---------- ---------- ------------------ I------------------I Reaction 1 2.01 2.01 B.t,engrh I ' .0 1.0 SECTION vs. DESIGN CODE (stress-psi, deflection-in) Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d - 73 Fv' - 85 fv/Fv' - 0.85 ;ending(+) fb - 724 Fb' - 1137 fb/Fb' - 0.64 Live Defl'n 0.03 - <L/999 0.15 - L/360 0.21 Total Defl'n 0.05 - <L/999 0.22 - L/240 0.20 n. Bending(+) : Crit.LCO- 2 CD- 1.00 CL- 1.00 sh0:1r : Crit.LCN- 2 CD- 1.00 'Ad- 1.45 >' Deflection: Crit.LC1 2 J ?,:,tai Deflection - 1.00(Defln dead) + Defln_Live. X DES,7111 NOTES: 1. .'lease verify that the default deflection limits are appropriate „j `or y:ur application. 2. :aim lumber bending members shall be laterally supported according to Lhe previsions of NDS Clause 4.4.1. r ,ven►-i w�. uALlL AREA W ea'A. - I r PROvtDr MK S SQ IT.WSW ♦S'1P.Ni'rr .1r u:7aaoelV'VOMLAVL IF k RESISTAM �� 4A -1 \ • InvLM,.- _ f' •. --- -------- _----. . 1 Mt �T�•,L-•1:�� -T'T i r R♦TOM DECJCM6/..� 1 �' - �,• Imo- 4 r A IEAMW. 9V A1.FlL�i A■♦N 6 KEN .0 rr•• I AI I a'.S r/4• ...' a.-!v!• !'•7 vY` a•.e•- a..m. ♦v 31.1,n. ,•.:VJ• ♦✓ 4•.O• S'•S v.�• -_... I ( ' `fir• ��!►/"""��-�•�- -- I I. •TIS•/ / ' I ♦-�� �A i ♦ i 4t Z �♦ I� 1 n•.m In• a1A /� 1 I R7RlACX DUCT 'V /•w 10•CONT.^a I --------------------.J ��-------OLOOCOYt �'-- 'i 1111(r)W St IO. r FILLl0 SR.MCLLARDS ♦ ( I `t•/ ` I F I Y-s v4• s'.r ♦yr I II r a•C04C.ns:.:SSU SLAM, I I ,"1• /�• , A7_ , FILL. – L I. Du:re S-ALL ME nleT.uLeD I I ENrRT b i I —•'T�'� — _ AND FASTLT'ED AS-TRI Ins 'S , I �- I •'�, M~'$MSTRl7CTICN♦ SCE CAMC SEC,M.*01 I, l ♦ r l I 4 r.DUCTS MID PIPES LOCATED R1 Ar' I Y , 1 �•� LW-Ct4DITIPlD SPACES SkALL I •I CC"%y WC TABLES SS••[AND I I SR+,.•TT77 ' -- --- �. E:-L R!'SPECTllRLr E NOTE, I I I Al VERS^-W"C 14MCAL MC E'LEC'TRCAL ----------- -� y CPI'RACTOR9 7.-0 SIZE ACO LC-.AnWC •I •OR ANT'-c'cxzv'S OR SLEE•.!S PRICK I I , A. ••' '. C-- -------------t--------- -- Y I CE•*40L WALL! 4 I f♦�R.ON,1aLrJ !'•w' I CCY: _ 7r•e• f -- -- �. So.o• n FOUNDATION PLAN _ GLRG SJ.S- -`9 - FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project: Vlctorla'C' project number: 507.0-96 date: October, 1996 by:CM kips = l M lb = kips..001 kft .= kips•ft plf b ft kips kips lb lb lb ksi .= — ksf .— PSI — pcf._ — psf.= — in2 ft2 int ft, 112 FOUNDATION DESIGN - FOR 1500 PSF ALLOWABLE SOIL BEARING PRESSURE CAPACITY OF TYPE AND SIZES CONTINUOUS FOOTINGS 16 " CONT. FTG. 1500•psf 16•in = 2000•plf 18" CONT. FTG. 1500•psf 18•in =2250•plf SQUARE FOOTINGS 36" x 24" 1500•psf(36•in.24•in) =9000•lb 36" x 36" 1500•psf(36-in-36-in) = 0500-ib L L ROUND FOOTINGS 18" dia. 1500 psf 71•(9 u1)2 =2651-lb 24" di., 1500.psf n (12 in) = 4712•lb 151 FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project: Victoria 'C' project number: 507.0-96 date: October, 1996 by:CM B = 20 Capacity of continuous foundation wall - Allcwed For a Typ. 24" depth P allowed = 1500-psf(16•in)-(24•ut)•2 P alto,ped '8000 lb and 16" wide For a Typ. 20" depth P allowed z l 500-psf(16-ir) (20-in) 2 P allowed '6667•lb and 16" wide a cn r r— .n %� W .J WOOdWOrks - SOFTWARE FOR WOOD DESIGN File Name: GHDR WoodWorks 1.0d 8 Cct, 1996 9:17 COMPANY y I PROJECT Froelich Consulting Engineers I Legend Homes 6969 S.W. Hampton St I Victoria Plan C Phone: Phone: 624-7005 1 Hdr @ Garage Fax: Fax: 624-9770 1 507.0-96 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: RoofJoist database: Custom material: Lumber-soft lateral support: Top- @Supports Bottom- @Supports total length: 16.50 [ft) repetitive factor: applied where applicable. INPUT LOADS: (force-kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load - ----i----- -------I--------I------------------I-----------------I-------- I Full UDL Dead 80.00 No Self-weigh,- automatically included. �- Custom durati-n fa,-tor f,)r Wind load - 1.33 DESIGN SECTION: D.Fir-L, No.2, 4x12 @10.937 plf MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in) ----- -----I------------------i Reaction 1 0.75 0.75 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=ps' , deflection-in) Criteria I Analysis value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------ Shear. fv @d - 25 Fv' - 85 fv/Fv' - 0.30 Bendirig(+) fb - 503 Fb' = 956 fb/Fb' - 0.53 Live Defl'n negligible T.:.tal Defl'n 0.23 = L/867 0.82 - L/240 0. 3 c Bending(+) : Crit.LCN= 1 CD- 0.90 CL= 0.96 Cr- 1..15 c%1 . ,var Crit.LCO= 1 CD= 0.90 'v@d= 0.66 Deflection: Crit.LCO= 1 Total Deflection - 1.00(Defln_dead) + Defln_Live. d'E :i,i4 NC TES 1. Please verify ti:at the default deflection limits are appropriate for your application. 2. yawn lumber bending members shall be laterally supported according to he provisions of. NDS C1auEe 4.4.1. VY066WOrKS - SOFTWARE FOR WOOD DESIGN File Name: F'JOISTS WoodWorks 1.0d 8 Oct,1996 9:20 COMPANY I PROJECT Froclich Consulting Engineers I Legend Homes 6969 S.W. Hampton Sr I Victoria Plan 'C' Phone: Phone: 624-7005 1 Job 507.0-96 'rax: Fax: 624-9770 1 Floor Joists DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Joist database: Custom material: Lumber-soft lateral support: Top- Full Bottom= @Supports total length: 13.00 [ft] repetitive factor: applied where applicable. INPUT LOADS: (force=kips, pressure-psf, udl=pl.f, location-ft) Load I Distribute I Type I Magni'ude I Lccation I Pattern I I I Start End I Start End I Load -----I------------i----- --I-----------------I- — ------------i-------- 1 Full Area Dead 13.00 (Tributary Width - 16.00) No 2 Full Area Live 40.00 (Tributary Width - G.00) No Self-weight automatically included. -- Custom duration factor for Wind load 1.33 ####x#*{+**+#+*+#+#♦#.{a#t+....-.,.aa{ a."{+{{{{##-#*+#{ DESIGN SECTION: D.Fir-L, No.2, 2%iO a 3.854 plf MAXIMUM REACTIONS and BEARING LENGT11S (force-kips, length-in) 1 13.0 ft I I I ----------I---- ----- - ---- i Reaction 1 0.43 0.48 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress-psi, deflection-in) —Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------ I Shear fv @d - 46 Fv' - 95 fv/Fv' - 0.49 Bending(+) fb 883 Fb' - 1107 fb;Fb' - 0.8G Live Defl 'n 0.22 - L/720 0.43 - L/360 0.50 T otal Defl'n 0.30 - L/515 0.65 - L/240 0.47 a Ce Bending(+) : Crit.LCO- 2 CD= 1.00 CL- 1.00 Cr- 1.15 .hear : Crit.LCA= 2 CD= 1.00 V@d= 0.43 Deflection: Crit.i,C#- 2 J "oral Deflection - 1.00(Defln_dead) + Defln_Live. ° LES IGN NoT7 1. Please verify tna,: the Jefauit deflection i.imits are appropriate Uj for your application. 2. Sawn lumber bending members small be laterally supported according to the provisions of NDS Clause 4.4.1. FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project: Victoria C project number: 507.0-96 date: October, 1996 by:CM kips .= I M lb = kips-.001 kft .= kips•ft plf b ft kai kaf psi _ pcf pe, kips kips lb lb psf.= lb :_ --- - --- — ._ -- int ftZ int 0 ft2 LATERAL WIND: 80 mph exposure B q 16.4.psf I r 1 P =Ce Cq qs I windward C qw .- .8 leeward C q1 .5 C tot = C qw+ C q1 windward leeward Total 01 -151 Ce ._ .62 P = C e•q s•I P C qw=8.13•psf P•C 141 =5.08•psf P.C tot= 13.22•psf 15' - 20' C e til P .= C e•q s•I P C qw=8.79•psf P.C q1 =5.49•pof P.C tot= 14.28•psf 20' - 25' Ce -72 P .= Ce•gs•I PCgw -9.45-psf P•Cg1 -5.9•Fef PCtot= 15.35•psf 25' -30' Cc = .76 P = C e•q s,I P C qw =997•psf P C n1 =6.23•psf P C tot= 16.2•psf SEISMIC: Zone 3 Z = .3 C = 2.75 RW .= 8 W DL 1 kips 1 v = ZICW 1 R w DI, V -- .1 W DL FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Oct, 1995 by:CM FI'- 1 L LB 9 1 M K = 1000-LB IN = .0833333 FI' K FT K 17 K K K LB KSF' KLP = --- KSI KSF = — PSI -. — PSF = ----- PLF - KLF .tiU l F'T IN` FT` IN � 1000 DETERMINE THE LATERAL LOAD THAT GOVERNS DESIGN WIND LOAD TO LEFT I RIGHT SIDE OF HOUSE- Loads Front and Back AT ROOF P 1 i 15.3 PSF(2•FT l 1.1.; 1"', + 10.Fr)) _' , F'i' P I = 43.1-K 2ND FLOOR P , = 13 '' PSF ( I FT' .1.5 I'I ) .5 FI' P . _ _.S•K Garage P, - 13.:.'2•PSF-( 10-FT - -t.3 F1"i 22 FT ;=!_ _2 is Contribution ` TOTAL LOAD i tut _ P l " P P WIND LOAC TO FP(-,,(`)T AND BACK SIDE OF HOUSE- Loads Left and Right'I'Vills AT RGOF P 1 14.32 PSF (9 F'I' - 1 FI') 36•FT P , =6.7-K 2ND FLOOR P 13.7, PSF.(4 Fr - 4,,;.Fr)•36•FT P 4.2 t •K TOTAL LOAD P t ,t = P I P 2 P tut - 10 91 •K SEISMIC LOAD ROOF DEAD LOAD Ii PSF _5 FT 36.5 FT) = 13.69•K FLOOR DEAD LOAD 10 PSF ('25.IT.36.5•F1') —9.13•K !\/ALL DEAD LOAD 8 PSF (_ _S•FT - :.36.6.FT'). i FT K J Garage anr, Living Room ISPSF � � .:_ Pr3lFCi) - 3•PSFi' _2Fi 3l•tl'1'itF� moi'• ??•,C w J TOTAL SEISN" (7 LJAD I ( 13.69-K - 9 13-K • 16,76-K - 1.1,37, K 1 = _.2a•K WIND GOVERN DESIGN FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Oct, 1995 by:CM Irf . 11, I B; 1 M K 1000 LB iN = .0833333•FI' KFf k FT KLF - K K51 - --h-- KSF = -K- PSI - LB- PSF = KSF PLF .= KLF•.001 GT IN FIt IN2 1000 DETERMINE THE LATERAL LOAD THAT GOVERNS DESIGN WIND LOAD TO L EFT/Ri3HT SIDE OF HOUSE- Loads Front and Back AT ROOF P1 = (15.3•PSF-(2•F'I') + 14.3-PSF•(10•i•T))-25•FT Pt = 4.34•K 2ND FLOOR P 2 = 13.2•PS F.(4•F1' + 4.5•FT) 25•FT P2 = 2.8-K Oarage_ Pg = 13.22-PSF(10 FT + 4.5 FF)•22•FT P8 =4.22-K Contribution TOTAL LOAD P tot .- P I + P + P Q P tot = 11.36-K WIND LOAD TO FRONT AND BACK SIDE OF HOUSE - Loads Lc-IL and Right Walls AZ ROOF 1) = 14.32 PSF•(9-F1' + !.F'I') 36-FT P I =6.7•K 2ND FLOOR P 13.75 PSF F'.' + 4.5•FT) 36•Ff P,) =4.21•K FOTAL LOAD P tut .- P 1 + P- P tot ` 10.11•K SEISMIC LOAD F'OOF DEAD LOAD 15•IISF (25 FT 35.5 171') = 13.69•K FLOOR LEAD LOAD 10•PSF (25•P7.36.5.FI') =9.13•K WALL DEAD LOAD 8 PSF (2.25 FT + 2.36.6 FT)•17.•FT'- 16.76•K �Y Garage and Living Room 15•PSF•((2. rT-31 FT)) + 8•PSF•(2 22 FT + 114.FT) 4.5-FT 13.33•K t0 J TOTAL SEISMIC LOAD .1 (13.69 K + 9.13•K + 16.76•K + 13.33 K) =5.29•K WIND GOVERN DESIGN FROELICH CONSULTING ENGINEERS, INC cllent: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Oct. 1995 by: CM DISTRIBUTE THE LATERAL LOAD TO REAR WALLS Upper Level WIND FORCE: P .= { 14.28 PSF•8•Fr + 13.22 PSF•4 FT)• 12.5 iT P =2.09•K Lenght of Shear L I = 6.5 FT 4 3•I'1' + 3•F7 Resisting wall L tot= 12.5•FT SHEAR v = ---P- 12.5 _P`12.5 FT' v — 167.12•PLF SHEAR WALL 1/2" CDX ONE SIDE W/ 8d nails at 4" o.c. at edges SILL NALING: 16d AT6" o.c. 8d nails at 12" o.c. in field Lower Level WIND FORCE: P = 2.09 K 13.21.PSF•(4 Fr 4.5 FT) 12.5•F1' P -3,49•K Lenght of Shear 1.1�t I'!' - 2.1'r Resisting wall SHEAR 10.5.FT' v =32.38•PLF HD 111 of = (3.49 K 9 Fr). 10 M of _6.28•KFT 2 V1 r {15 PSF 13•Fr f I3 PSE +7 ft 8 PSF 17 FT') —2.FT)z -- M =0.48•KFT 2 r vi of _ Ni r T=2901.84•LB —� SHEAR WALL 1/2" CDX ONE SIDE W/ SILL BOLTING. 1/2"A.8. 3U" o� 8d nails at 4" o.c. at edges 8d nails at 12" o.c. in field HOLDOWN SIMPSON liTl'22 w —' at each end of shear resisting waif W/5/8" d!a A307 A.B. emoedd 12" �2( FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Oct, 1995 by: CSA LATERAL LOAD TO WALL.AT BACK OF GARAGE (LOVV, LEVELI WIND FORCE P r -2�- ` K�.. s- P =3.15 F: I t l i 1 Lenght of Shear 1,tot 26•FI L26•F F Resisting wall t�t SHEAR v _ 3.45•K 26•FT v = 132.69 PLf' HD ''`of = (3.45-K•c.FT) M of =31.05•K }' ^1r ` f15PSF4. }'T � BPSFl3R � IUPSF6. F'i)•(26F'FZ 3 2 Mr=34.18•KFF' N1 of - IA 26•FF T— 120.5 •L13 SHEAR WALL 1/2" plywd one side/ SILL BOLTING: 1/2." X 10" A B. @ 48 in o c. 8d nails at 6" o.c. at edges 8d nails at 12" c.c. In field HOLDOWN None Requred LAI ERAL LOAD TO WALL AT BEDROOM 3 (UPPER LEVEL) WIND FORCE: P '8 (2.09-K,,.�._ I' = l.29•K 1.3 CL Lenght of Shear L tot - 12 171I, — 12•FF N Resisting wall tot ti SHEAR v = 1.33•K 12•F. v = 110.8.3•PL.F ..i SHEAR WALL 1/2" CDX ONE SIDE 0,r SILL NAILING: 16 d" at 6" o.c. J 8d nails at A° n r at hdges 8d nails at 12" o.c. 'n field HOLDOWN: None Required FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Oct. 1995 by: GM LATERAL LOAD TO WALL AT I.IVING ROOM AND DEN WIND FORCE: P = (3.5•K) '8 + 13.22 PSF•7 Fr.10•FT P-3.08•K 1.3 Lenght of Shear L tot = 12.5•F1' L tot� 12.5•FT Resisting wall SHEAR v = 3.3. -08 K-- v =256.67•PLF 12 FT HD Mot (3.0E K.9 FT) Mot = 2-KFT 2 (12.5•FT)' M r = (l5 PS 20 F i' 8 PSF 13 ft f 10 PtiF 2 Fr) —h1 r= 18.32•KFi' Mot - Mr T = T=752.19•LB 12.5 FT SHEAR WALL 1/2" CDX ONE SIDE W/ SILL iOLTING: 1/2"A.B. @ 48" o.c. 8d nails at 6" o.c. at edges 8d nails at 12" o.c. in field HOt.DOWN: None Requred LATERAL LOAD TO WALLS AT LIVING ROOM WIND FORCE. P 7 13.22 PSF•(7.5•FT 7•Fr) P=0.69•K Lenght of Shear Resisting wall 11 tot 2.5.1'1' + 2.5.FT L tot �5'F a �• P Of v — v = 138.81•PLF L tot r SHEAR J N1 of = (P-8-FT). M of = 2.78•K1--r HD UJ-J M r = 3 (15 PSF•', Fr + 8•PSF 4•Fr) (2 5�)2 M r=0.13•KFT M of - M T = ------ T- 1058.81 •1,13 2.5.F11 SHEAR WALL ' 1/2" CDX ONr= SIDE W/ SILL BOLTING: 1/2" A.B. @ 48" o.c. 8d nails at 6" o c. at edges HOiDO'W SIPAPSON PAHD42 8d nails at 12" o.c. in field at each end wall FROELICH CONSULTING ENGINEERS, INC 23 2(0 client: LEGEND HOMES project: VICTORIA C project number: 507.0-95 date: Cct, 1995 by:CM LATERAL LOAD GARAGE PIERS WIND FORCE: P _ (14.28 I SF PSF-(5-Fr 9.FT+ 13.22 + 4 FT 22.3 FT ))._ 2 p -2.76 K Lenght of Shear Resisting wall L tot .= 2.5 FF + 2.5 FT L tot=5•F1' SHEAR v P v = 551.92•PLF L tot HD Mot (2.76 K8FT)•1. Mot = 11.04•KFf 5 2 FTl` M r : 2 (15•PSF 2..rr ;- 8.PSF.8.FI') ((2.2. z-- kf r=0.2•KFr Mot - �'tr T — -- T= 3614.72•LB SHEAR WALL , 1/2" CDX ONE SIDE W/ HOLDOWN: SIMPSON HTT22 10d nails at 3" o.c. at edges at each end wall 10d nails at 12" o.c. in field w/5/8" dla. A.B. A307 embedd 12" m',n. Check shear at roof sheathing at gable trusses 2.76•K Y =250.91•PLF 1/2" ply w/ min nailing o.k. 11•FT J C 2.76•K --- =86.25•Pi,r 32 FI' Mote; truss In line wl 1 car garage to be designed for 86 Ib/ft shear at top chord FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project: Victoria 'C' project number: 507.0-96 date: October, 1996 by: CM kips = IM lb . kips .001 pit• lb lb lb kips� psf - � p,7 - —� ksi = — in- ANCHOR BOLT DESIGN 0- HOLUOWN (AS PER SECTION 1925 ) CAPACITY OF 5/3" dia. A,B. embedded 12" CHECK CONCRETE CAPACITY .0 35 I. i t' 2500 psi concrete strengh Embedment depth ;l - 12 in Width ot Stem Wall 6.in A .3p .- .0 .l ?.&\s•` �•psi 1pP c=24.24•kipd :)P C Anchorage Capacity A c,Ip 1.7.3.0 cap„ = 1.33 4 =6.32-kips GOVERNS CHECK STEEL ANCHOR BOLT CAPACITY f, = 60•ksi yeild CL 5/8" dia. �i 525 L7 :�t, 1� b =0 ;1 illy Ln fT— P es = 0.9-.A S f s ?�e :: l 6`"•kip. F1 J r� w AS PER AISC A307 BOLT T y 20.ksi.A b•1.33 f, _S.16•k:ps J Use 5/8 " dia A307 anchor Bolt with 12" embedment 1 IL A, I/O.Htl lX A 1 0 7 •• �/ R: ] NOCK Diem KITCWEN AILMA 16 i 1:1&1•'ILY QCCt' 3 �-Q 0 ROOMSi CJAdE AANTRT y),I I t;' AI �� CB 4F F 'b)eMEI'iEJ * ?. I I JAI I r WING Y.-'LMP .. ri , I'1 71-17 'fR nI 1 a .ill � .,� .n CI,- i F LL ' a� —�- I �I J R• 'I n°LAW ••l4ETRA•IC/•J at R•0197101 LL qA,2 C:.CI Coco 1 i o'.ACE No'E!.rage eon E��CIENtI •. .. ��)I J i • "El-T AL F-REISLOCKNG '9T&At ALLI 441 :O Mlty FAR � _ 1 ----- c_Aae E'LATE\•.EAT!R 1•L,P AC!In. JiT CFJTL.—1 EV Q` 1 f," NTAM I•CLEAN TO AN'FRA1••NO. Ci ^.CSD CLO. -•• . ].F•.CLCH eN:M N I I.OU11(4CLOWNS .I i L'vlyG 4CC"'T Rojow TO WON I .•lATNO ELEF'ENTe CR CNITION CEHCEe bI 1 1 :a.']1I ` -O on HRL't•Cw FLCOR(me."•-iL'G.J) eel AJC KC.13tle FCR CLEARANCE!. t !wuvlCE F•RO-ER vWNTILATICN•MTsICE I I• 1 I _NE..— C_' "TICK A.R'9 ALL CrEN►lA•'E .R:.''E= R.'t.7'.;• e-aVY•te•e'!,'-;AhCE I �� A .6CEe b -- 6 ClJ4.ED O El F'x4C 4 617 C14 yAl�BE 51r-RELY Iii 1)� ALE 4 1CRD4•C3 eIT4 eEC'IO4 Coe:41`0.eC elCT•CN:]e/ e C C CN OARA6CCCRG --: 1 ------------- • I '•Yt -•y.e pD. I :!lie-'t V.Ce. --• GARAGE •_-847 I a :;)•D !.J!w. I� 1[aY5 J 11111' r = IMAIN FLOOD {_�__ � T:.6 aR ILLI_ • :�:L3 • 5%3 141 -V SLZ-k I I SLc Aly el 41 VhN A-3 1/7' Acme Al 'A"T MSTR. ru II ewr,•I '1 `m; 41r ~I ���^I ij>•,.:r.. �•'�`•-Ry � �jj9J1_ A I v a"rb SW A TRACT 'B' w 12449 BAM I N 2453 J 1157 t25372535 54 245 2450."0V 2519 2526 51 p2514 cn4 r� a = ERROL ST. J�� � 540 �, w__ � � 56 w� = 12554 012555 257 D T2983 z 562 c� p r 609 m 12602 o �2 615 z 10 �4 C _ J � 2 6'39 m 4�- 262 2621 Co 2 653 279 2648 U N 2581 2664 CARM N ST. 27-12 w 270717716 1 :� 2727 112120 t SW W A� � 1 X cr �. W mrt " co Cyd" J 12440 p NID pa,� SW ' BAMBI LN 11577 J fa L1 N M 12454 -j cn 1255 12502 12453 N 12450 ;,CI-) 12511 12526 11519 cj� 12514 C v , 12517 J12548 1237 a 49 CO) SW E ROL ST. � 12540 ru 125 12555 12557 012 62 J 12562 Dm 12575 C 12586 C 12583 C w 0D —� 12602 m 2609 M —� 126" -' m 12615 _ --9@ , CA ;;u12626 = N A` U Cl) (� > 1263Si 12622 126$8 C 12653^ rD !: r� 126-64 12680 ® 1269 D a � SW CAR EN ST. 12703 w i J OOl 12719 ! c"o LU 12720 12727 un I