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Home My WebLink About708 S Valley St - BuildingPREPARED 7/05/07 10 44 52 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/05/07 ADDRESS 708 S VALLEY ST SUBDIV TENANT NBR FRANKE DRAKE CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER DRAKE FRANCIS SYLVIA PHONE PARCEL 06 30 00 0 2 3500 0000 APPL NUMBER 07 00000210 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 5/03/07 JLL BLDG POST /COLUMN FTG 5/03/07 AP 05/02/2007 11 35 AM LPANGRLE GARY 460 9454 POST HOLE INSPECTION 05/03/2007 04 35 PM JLIERLY BLRI 01 6/06/07 JLL BLDG REBAR INSPECTION TIME 09 00 6/06/07 AP 06/05/2007 02 08 PM LPANGRLE SHAWN CELL 460 9454 WORK 683 6216 UPLIFT INSPECTION FOR REBAR IN POLE BUILDING REQUESTED THE EARLIEST POSSIBLE WEDNESDAY MORNING INSPECTION THEY PLAN TO POUR WEDNESDAY MORNING 06/06/2007 04 55 PM JLIERLY BL99 01 6/20/07 JLL BLDG FINAL 6/21/07 CA 06/19/2007 03 03 PM LPANGRLE FRANKE 452 7348 BUILDING FINAL 06/21/2007 04 43 PM JLIERLY BL99 02 6/21/07 JLL BLDG FINAL 6/25/07 DA 06/20/2007 04 40 PM LPANGRLE UNKNOWN NAME 681 5333 BLDG FINAL 06/25/2007 08 13 AM JLIERLY several fasteners are not in compliance with eng design complete fastener schedule and recall/j11 105/07 JLL BLDG FINAL 07/05/2007 08 34 AM LPANGRLE BL99 03 BLDG FINAL POLE BLDG COMMENTS AND NOTES PREPARED 6/21/07 8 42 35 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 708 S VALLEY ST SUBDIV TENANT NBA FRANKE DRAKE CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER DRAKE FRANCIS SYLVIA PHONE PARCEL 06 30 00 0 2 3500 0000 APPL NUMBER 07 00000210 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 5/03/07 JLL BLDG POST /COLUMN FTG 5/03/07 AP 05/02/2007 11 35 AM LPANGRLE GARY 460 9454 POST HOLE INSPECTION 05/03/2007 04 35 PM JLIERLY BLRI 01 6/06/07 JLL BLDG REBAR INSPECTION TIME 09 00 6/06/07 AP 06/05/2007 02 08 PM LPANGRLE SHAWN CELL 460 9454 WORK 683 6216 UPLIFT INSPECTION FOR REBAR IN POLE BUILDING REQUESTED THE EARLIEST POSSIBLE WEDNESDAY MORNING INSPECTION THEY PLAN TO POUR WEDNESDAY MORNING 06/06/2007 04 55 PM JLIERLY BL99 01 6/20/07 t ik, BLDG FINAL ♦a 06/19/ 2007 03 03 PM LPANGRLE FRANKE 452 7348 BUILDING FINAL BL99 02 6/21/07 JLL BLDG FINAL 06/20/2007 04 40 PM LPANGRLE UNKNOWN NAME 681 5333 BLDG FINAL COMMENTS AND NOTES PAGE 5 DATE 6/21/07 PREPARED 6/20/07 8 41 58 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES LIERLY ADDRESS 708 S VALLEY ST SUBDIV TENANT NBR FRANKE DRAKE CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER DRAKE FRANCIS SYLVIA PHONE PARCEL 06 30 00 0 2 3500 0000 APPL NUMBER 07 00000210 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 5/03/07 JLL BLDG POST /COLUMN FTG 5/03/07 AP 05/02/2007 11 35 AM LPANGRLE GARY 460 9454 POST HOLE INSPECTION 05/03/2007 04 35 PM JLIERLY BLRI 01 6/06/07 JLL BLDG REBAR INSPECTION TIME 09 00 6/06/07 AP 06/05/2007 02 08 PM LPANGRLE SHAWN CELL 460 9454 WORK 683 6216 UPLIFT INSPECTION FOR REBAR IN POLE BUILDING REQUESTED THE EARLIEST POSSIBLE WEDNESDAY MORNING INSPECTION THEY PLAN TO POUR WEDNESDAY MORNING 06/06/2007 04 55 PM JLIERLY BL99 01 6/20/07 BLDG /INAL 06/19/2007 03 03 PM LPANGRLE FRANKE 452 7348 BUILDING FINAL COMMENTS AND NOTES PAGE 5 DATE 6/20/07 Lei-- eti C o"..q.‹c.._11-t:o. ----7- e-04-; (7 Ltd fa G/3-f4st, t y aa- b J�� a�D PREPARED 6/06/07 8 09 28 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/06/07 ADDRESS 708 S VALLEY ST SUBDIV TENANT NBR FRANKE DRAKE CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER DRAKE FRANCIS SYLVIA PHONE PARCEL 06 30 00 0 2 3500 0000 APPL NUMBER 07 00000210 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 5/03/07 JLL BLDG POST /COLUMN FTG 5/03/07 AP 05/02/2007 11 35 AM LPANGRLE GARY 460 9454 POST HOLE INSPECTION 05/03/2007 04 35 PM JLIERLY BLRI 01 6/06/07 J L BLDG REBAR INSPECTION TIME 09 00 1,1 06/05/2007 02 08 PM LPANGRLE VI SHAWN CELL 460 9454 WORK 683 6216 UPLIFT INSPECTION FOR REBAR IN POLE BUILDING REQUESTED THE EARLIEST POSSIBLE WEDNESDAY MORNING INSPECTION THEY PLAN TO POUR WEDNESDAY MORNING COMMENTS AND NOTES PREPARED 5/03/07 9 42 21 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/03/07 ADDRESS 708 S VALLEY ST SUBDIV TENANT NBR FRANKE DRAKE CONTRACTOR BUILDING BROKERS CONSTRUCTION PHONE (360) 683 6216 OWNER DRAKE FRANCIS SYLVIA PHONE PARCEL 06 30 00 0 2 3500 0000 APPL NUMBER 07 00000210 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL6 01 5/03/07 JL 11 BLDG POST/COLUMN FTG 05/02/2007 11 35 AM LPANGRLE GARY 460 9454 POST HOLE INSPECTION COMMENTS AND NOTES /ENOVIC ASSOCIATES INCORPORATED City of Port Angeles P O Box 1150 Port Angeles WA 98362 Project: 07056 Plan Reviews Invoice 301 East 6th Street, Suite 1 Port Angeles,Washmgton 98362 E C E E x \060) 417 -0501 y e a: (-;60) 417 -0514 MA I 3 ta zei o vi :@olympus.net CITY OF PORT ANGELES Dept. of Community Development Invoice 6569 Invoice Date 4/30/2007 Due Date 5/30/2007 CIVIL ENGINEERING LAND. SURVEYING Terms 2% discount if'pid by 15th You may take discount at time of payment Services provided for the period of March 26 2007 through April 25 2007 Phase Description Hours /Qty Rate Amount DRAKE POLE BUILDING Structural Analysis Senior Design Engineer Plan Review 4 5 95 00 427 50 Accounts delinquent after 30 days 1% Finance Charge applied to delinquent accounts Costs advanced for which we have not yet been billed (such as service fees shipping charges etc.) may not appear on this invoice and will be billed at a later date invoice Total $427 50 Prepayments $0 00 Balance Due $427 50 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner Qty Fee summary Permit Fee Total Plan Check Total Grand Total Unit Charge Per Signature of Contractor or Authorized Agent T \Policies \I 102_15 building permit inspection record05 wpd [I/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 07 00000210 211550 708 S VALLEY ST 06 30 00 0 2 3500 0000 FRANKE DRAKE RES DETACHED GARAGE PUBLIC BUILDINGS PARKS 17000 Contractor DRAKE FRANCIS SYLVIA BUILDING BROKERS 708 S VALLEY ST P 0 BOX 3831 PORT ANGELES WA 983625917 SEQUIM (360) 683 6216 Other struct info TOTAL LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BASE FEE 15 00 14 0000 THOU BL 2001 25K (14 PER K) Charged Paid Credited 305 75 305 75 00 122 30 122 30 00 428 05 428 05 00 Date 5/01/07 CONSTRUCTION WA 98382 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 03/26/2007 12 53 PM SROBERDS Revisions to application indicate that lot coverage is 10% Accessory area is 1144 sq ft house is 1235 Electrical load calculations and elctrical permits are required Public Works Utility Engineering has no requirements for this plan review 9 16 1 00 1060 00 21000 00 864. 00 1924 00 2 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc ACCESSORYPOLE BUILDING Permit pin number 96438 Permit Fee 305 75 Plan Check Fee 122 30 Issue Date 4/24/07 Valuation 17000 Expiration Date 10/21/07 Due Extension 95 75 210 00 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Signature of Owner (if owner is builder) /U D ate 0 ELECTRICAL LIGHT DEPT BUILDING PERMIT INSPECTION REC ORD G PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UIVLAN FUL TO COVER IA'SULATE OR CONCEAL 4NI' WORK BEFORE INSPECTED 4ND 4CCEPTED POST PERMIT IN 4 CONSPICUOUS LOCATION I KEEP PERMIT CARD AND APPROVED PLANS AT :10B SITE. N INSPECTION TYPE DATE I ACCEPTED COMMENTS YES I NO CALL 41 7 -481 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES FOUNDATION: t3 O( /O� FOOTINGS I I I I SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL W ALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DP YW ALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY (�5 /03 /fF-I1 �d,V CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4 I I BUILDING 417-4815 I1'1IG I64 I ,fi I ,t„ I T- \Policies \l 102 15 building permit inspection record05 wpd [1/4/2005] FINAL FINAL MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS I SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT I BUILDING DATE ACCEPTED BY. DATE DATE J CV ACCEPTED BY. ACCEPTED YES I NO 7 ENOVIC ASSOCIATES INCORPORATED April 19 2007 Mr Jim Lierly City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT Building Brokers Pole Building for Drake, Port Angeles, Washington Dear Mr Lierly I have examined the plans for the proposed pole building noted above for conformance with the structural provisions of the 2003 International Building Code Based on my review and the redlined mark -ups the plans are in substantial conformance with the structural provisions of the 2003 International Building Code. Please note that the redlines are based on revisions faxed to this office by the engineer on the project. The engineer was directed to provide wet stamped revised calculations and sketches for the building department. Please call me if you have any further questions on this matter Tracy Gudgel, P E. Jn. 07056 CIVIL ENGINEERING LAND SURVEYING 301 East 6th Street, Suite 1 Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovtc @olympus.net COPYRIGHT. 2007. ENGINEERING AND TECHNICAL SERVICES, INC. Thanks, APR -11 -2007 11 33 Fax ENGINEERING TECHNICAL SERVICES.INC. STRUCTURAL ENGINEERING DESIGN i 8 1U 498 -1289 OF ti 495 -1299 FN[ To: Tracy Fax 360- 417 -0514 Phone: 360- 417 -0501 RE: Building Brokers Drake Plans GRUEN WALD ETS From: Curtis Smith Pages: 8 Data April 11, 2007 Went X For Review Please Comment Please Reply Please Recycle Comments: Tracy, Here are Calcs you requested I used 100 -C wind and will need to add a full length 2x6 P T scab to the (4) front columns for them to pass Also I added a 6" column backfill to resist lateral movement Curtis Smith, E.I.T. ETS Engineer Engineering Technical Services 27121. 469th Ave. Tea, SD 57064 Phone. 605 -498 -1290 or 1- 888 338 --2441 Fax 605 -498 -1299 E-mail. csmith@encrteosrv, com Curtis Smith If new drawings are required, let me know If red lining the current plans works for you, it will work for me also �0( 605 498 1299 27121 meth Avo, PC, flax Tea, SD 67064 P 01 APR -11 -2007 11 34 Prooect Name; Building Brokers Drake Pfaiect Location: einlirera, WA Initial Information Pciitr A Building Width (ft) Building Length (ft) Sidewall Height (ft) Roof Pitch Roof Height (ft) Design Loads 24 36 10 4 4 Horizontal Loads Transverse Direction Location End Zone of wall End Zone of roof Interior Zone of wall Interior Zone of roof" Location End Zone of wall Interior Zone of wall Ptw Ptr Ptw Ptr Vertical Loads Transverse Direction Location End Zone windward ro End Zone leeward roo' Interior Zone windwarc Interior Zone leeward r Pwr Pit= Pwr Pit= Vertical Loads Longitudinal Direction Location End Zone windward ro End Zone leeward root Interior Zone windwarc Interior Zone leeward r Pwr Per Pwr PM GRUEN -WALD ETS Wind Exposure Wind Speed (mph) Mean Roof Height (ft) Roof Angle End Zone Width (ft) Importance factor (l Load 21.36 -6.05 14.17 -3.38 Horizontal Loads Longitudinal Direction Load sf pew W 15.90 pew 10.50 Height Exp. Load Coe ustment -19.10 1.21 -13,04 1.21 -13.30 1.21 -9.92 1.21 Load (ND -1910 -10.80 -13.30 -8.40 Height Exp. justment 1.21 1.21 1.21 1.21 Height Exp. ,Ad�'ustment 1.21 1.21 Height Exp. Adiustment 1.21 1.21 1.21 1.21 c 100 12,000 18;436 6 1 Adjusted Loadlpsf) 25.85 -7.32 1715 -4.09 Adjusted Load (osf7 19.24 12.71 Adjusted Load (osfl -23.11 -15.78 -16.09 -12.01 Adjusted Load s -23.11 -13.07 -16.09 10.16 a Pressures for roof angles were interpolated from Table 1609.6.2.1(1) 2003 IBC. If pressure is less than zero, use zero (footnote c. Table 1609.6.2.1(1) 2003 IBC). Positive values are inward acting pressure, negative values are outward acting pressure. Importancei Design Factor Load sf 1 Zb:86 1 7:322 1 1:7 1.5 1 -4.09 Importance Design Factor Load st 1 1924 1 12.71 Importance' Design Factor Load (psf) 1 -23:1l 1 -15.78 1 -16.09 1 i12.01° Importance' Design Factor Load (g,M 7 -23.1.1: 1 1 1 605 498 1299 P 02 .13, -16.09 1'Q:36 APR -11 -2007 ii 34 Transverse Direction; 1) 25.85 PSF 5 ft 5 ft 620 2) 17 15 PSF 13 ft 5 ft 1132 In 1752 Longitudinal Direction: GRUEN -WALD ETS 605 498 1299 P 03 Lateral Analysis ENTER TOTAL LENGTH OF OPENING IN ENDWALL 1 FEET 1752 24 ENTER TOTAL LENGTH OF OPENING IN ENDWALL 2: FEET 1752 17 73 PLF 103 PLF 1) 19.24 PSF 5 ft 5 ft 462 2) 19.24 PSF 1/2 24 ft 231 3) 12.71 PSF 7.2 ft 5 ft 457 4) 12.71 PSF 7,2 ft 5 ft 457 5) 12.71 PSF 112 36 ft 229 E= 1836 1836 36 51 PLF ENTER TOTAL LENGTH OF OPENING IN SIDEWALL 1 FEET ENTER TOTAL LENGTH OF OPENING IN SIDEWALL 2: FEET 18 3 4 A6(k (GI jO c Capacity of 29 gage wall steel: 1) 29 gage steel with standard screw patterns: 133 PLF 2) 29 gage steel with standard screw pattern plus stitch screws at panel edges. 220 PLF APR -11 -2007 11 34 1112 AM 4/11/2007 Building Brokers Drake 10' Sidewall Columns WL +DL +SL Bending width (b)or (d depth (d) or (d length (Ii) or (l length (12) or (lu2)= Moment (M) E_ Actual Bending Stress f (6 *M) /(b *(d ^2)) Theoretical Sending Capacity F' F b C C C CL C Cv C Ci C C Cr Fb Co CM Ct CL CF= CV Cru C Cr C C :375 inches 5.625 inches 0 inches 24 inches 4605.00 ft*ib 1500000 psi 1650 1.6 1 1 1 1 1 1 1 1 GRUEN -WALD ETS 605 498 1299 P 04 1907:3: psi duration moisture temperature stability size volume flat use incision repetitive member curvature form 4 C7 l J L'AtA t-loAtb 1 v B 'K .°L, 1 vs.c*.- 0 cy t og w eigi ew (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) 2612;788 psi Tables pg pg 53 pg 9 pg 15 (see below) pg 50 pg 34 (see below) pg 53 p9 pg 27 pg 34 pg 15 from Figure 3G pg 18 2001 nds pg 16 2001 nds 2001 sup 2001 nds 2001 sup Table 4F 2001 nds 2001 nds 2001 sup Table 4E 2001 nds 2001 sup Table 4F 2001 nds 2001 nds 2001 nds 2001 nds CL and Cv cannot be used at the same time. Use the smaller of the two, and the larger is to 1 CL 1+( FeE/Fb /1.9)- (sgrt(((1 +(FbE/Fb "))1 ^2 ((F, JFb *)10.95))) KbE 0.418 1 212:475 lid lo/d, (chose higher one) I„21d2 21:.8883 4:4851113 Cv K 21/ L)^( 1/ x))*((( 12/d) "(1/x))*(((5.125/b) "(1Ix)) K.= 1 L :14: x 10 (20 for SYP, 10 for everything else) 1 1':86 Stress Ratio 0:7800 F E l to find l e Rg FbE ?.60 :41'4 (if greater than 1.0 use 1.0) (for Glue Lam. Only) APR-11-2007 11 34 11 12 AM 4/11/2007 Deflection Allowable (L/360)= 0.3333 Allowable (L./240)= 0.5000 Allowable (L/180)= 0.6667 Capacity (5wLA4)/(384E1) Capacity mi (PLA3)/(48EI) w ratio 1.1360 stress ratio 110 1/240 stress ratio 0.73 1../180 stress ratio 11120 stress ratio 0.37 1./90 stress ratio 0.27 1/600 stress ratio 1.8304922 L/480 stress ratio 1.4643937 Deflection L/ 328 045 GRUEN-WALD ETS 605 498 1299 P 05 P= I= must be less than allowable total load 194,57 0 79.719543 ptf lbs 104 036�i uniform load .0 point load midspan P ratio (live load floor) (total load floor, live load roof) O (total load roof) '0 (total load roof) 0 (total load roof) live load 194.57 0 79.7195435 live load only 1 001 0. w ratio P ratio 1;10; '0 0 :0 0.S7 0: 1.83049217 1.46439374 APR -11 -2007 11 35 GRUEN —WALD ETS 11 12 AM 4/11/2007 Building Brokers t Drake 10' Sidewall Columns WL +DL +SL Compression width (b)or (d2) depth (d) or (d1) 5.375 inches 5.625 Inches length (1 120 inches length (12) 24 inches Area :30.234875 inches Force 5040.0 lb E 1500000 psi Ke 1 Effective length (l Effective length (l Actual Compression fc Force/Area Theoretical Compression Capacity F' =F, CD CM C, CF C, Cp F Co CM C, CF Ci CT= Cp enter values Ket C I Jd 1700 1 15 1 1 1 1 1 .0:400$: 'Wing and Axial Compression (f +fb/(Fe (1-(fdFcs))) 128 inches 24 inches duration moisture temperature size incision WAN psi (weak axis depth) from (strong axis depth) Figure 3G (strong axis unsupported length) pg 18 (weak axis unsupported length) 2001 nds (modulus of elasticity) 1:`1911'..6 psi 36.06;96 Ibs Cp 1 Fc: E Fc"))/ 2c)-( sglt((( 1+ (FcE/Fc "))12c) "2 )-((FcE/Fcl /c))) Tables 2001 sup P9 9 2001 nds pg 53 2001 sup Table 4F pg 9 2001 nds pg 25 2001 nds pg 27 2001 nds pg 29 2001 nds pg 19 (see below) 2001 nds 0.418 0.9 ;333 chose the higher between (I /d and (1 (used to calculate F :13;85 (must be be 4 or to 1.0) stress rati 040: calculated F E' 1 Ie2/d2 FcEI FcE2 605 498 1299 P 06 1:055 :11.33333333: *48511:02 1378 11 35 GRUEN —WALD 8r ETS Engineering Technical Services Inc. Duane D Boice P.E. President 27121 469th Ave., PO Box 308, Tea, SD 57064 Phone: (605) 498 -1290 Fax: (605) 498.1299 Irtnail: ets! @engtecsrv.earn www.engtecsrv.com f r 104 of- DESIGNED BY CHECKED BY. p I0 Re' 605 499 1299 P 07 Date I hereby certify that this plan, specification, or report was prepared by me or uriper my direct personal stpervisiori and that I am a duly registered protess;onal engineer alder the laws or the state of Rnd that I am competent to prepare this document Signature Date._..!_J_ peg. L.____ �J �t t e'tea 459 lam I S I S 1 1 4 413 Lfn'E R M B E ART.r+ 4 c+A P tee t 3Y-4,' +said► Volk 4 7 7 4 4 7 1 4 6 1 1 c6P a= *ow tat 6-4 cos %xiclm' Ail c si+rer ,.1 b' 4, cry. ccznc., j brt oc SACATer •I fie r LarrEgAL fr fAte DATE. +t 1'1 APR -11 -2007 11 35 GRUEN —WALD ETS i I will not result in any increase in flood levels during the occur- rence of the design flood. 1803.5 Compacted fill material. Where footings will bear on compacted fill material, the compacted fill shall comply with the provisions of an approved report, which shall contain the following; 1, Specifications for the preparation of the site prior to placement of compacted fill material, 2. Specifications for material to be used as compacted fill. 1 Test method to be used to determine the maximum dry density and optimum moisture content of the material to be used as compacted Pill. 4. Maximum allowable thickness of each lift of compacted fill material. 5. Field test method for determining the in -place dry den- sity of the compacted fill. 6, Minimum acceptable in -place dry density expressed as a percentage of the maximum dry density determined in accordance with Rem 3. 7 Number and frequency of field tests required to deter- mine compliance with Item 6. !Exception: Compacted fill material less than 12 inches (305 mm) in depth need not comply with an approved report, pro- vided it has been compacted to a minimum of 90 percent Modified Proctor in accordance with ASTM D 1557 The compaction shall be verified by a qualified inspector approved by the building official. 1803.6 Controlled low strength material (CLSM). Where footings will bear on controlled low strength material (CLSM), the CLSM shall comply with the provisions of an approved re- port, which shall contain the following: 1. Specifications for the preparation of the site prior to placement of the CLSM. 2. Specifications for the CLSM. 'CABLE 18042 ALLOWABLE FOUNDATION AND LATERAL PRESSURE ALLOWABLE FOUNDATION PRESSURE (Den 12,000 4,000 3.000 2,000 1,500` 3. Laboratory or field test method(s) to be used to deter- mine the compressive strength or bearing capacity of the CLSM. 4. 'T methods for determining the acceptance of the CLSM in the field, 5. Number and frequency of field tests required to deter- mine compliance with Item 4. SECTION 1804 ALLOWABLE LOAD BEARING VALUES OF SOILS 1804.1 Design. The presumptive load- bearing values provided in Table 1804.2 shall be used with the allowable stress design load combinations specified in Section 1605.3. 1804.2 Presumptive load bearing values. The maximum al- lowable foundation pressure, lateral pressure or lateral sliding resistance values for supporting soils at or near the surface shall not exceed the values specified in 'Able 1804.2 unless data to substantiate the use of a higher value are submitted and ap- proved. Presumptive load- bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load bearing capacity unless data to substantiate the use of suchavalue are submitted. Exception: A presumptive load- bearing capacity is permit- ted to be used where the building official deems the load- bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight and temporary structures. 1804.3 Lateral sliding resistance. The resistance of structural walls to lateral sliding shall be calculated by combining the val- ues derived from the lateral bearing and the lateral sliding resis- LATERAL BEARING (petit below natural grade) CLASS OF MATERIALS 1. Crystalline bedrock 2. Sedimentary and foliated rock 3. Sandy gravel and/or gravel (OW and GP) 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM. SC. GM and CC) 5. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) For S1: 1 pound per square foot =110479 kPa.1 pound per square foot per foot 0.157 kPa/m. a, coefficient to be multiplied by the dead load. ti. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1604.3. c. Menthe building official determines that in -place soils with an allowable beating capacity of less than 1,500psfare likely to be present at the site, the allowable bearing capacity shall be deteaniaed by a soils investigation. d. An increase of oee-tbird is permitted when using the alternate load combinations to Section 16053.2 that include wind or earthquake loads. 1,200 400 I 200 150 100 l) MEM 605 498 1299 P 08 LATERAL SLIDING Coefficient of friction' 0.70 0.35 0.35 0.25 SOILS AND FOUNDATIONS Resistance (p n WINN 130 2003 INTERNATIONAL BUILDING CODED 363 TRANSACTION REPORT APR -11 -2007 09 35 AM FOR ZENOVIC ASSOCIATES 360 417 0514 RECEIVE DATE START SENDER PAGES TIME NOTE APR -11 09 31 AM 605 498 1299 8 2'29" OK 708 S Valley street All plan review comments shall be addressed on the plans The City of Port Angeles review does not constitute a complete review or approval of the project. Additional plan review comments may be provided as the corrections are received Building plans calcs 1 Please provide elevation drawings 2 Calcs show gifts at 24 and plans show 32 spacings 3 Calcs show DF and plans are HF (conflicting details) I-V 4 Bearing 20% increase has been removed from chapter 18 and is no longer allowed 5 Provide a P E stamped Letter with the 90MPH category D" wind loads 6 Justify depth for column (calcs) used to resist lateral forces This is a preliminary review Any questions or comments please contact Jim Lierly Building inspector ilierlvCa�city pa.us 417 -4815 office 808 -0534 cell Jlierly @cityofpa us BUILDING BROKERS City of PORT ANGELES, WASHINGTON FIRST PLANCHECK March 12, 2007 �-S 1). L '516 t, 114146' k °)f'C c) pA J COMMERCIAL/RESIDENTIAL. Occupancy Group: No. of Stones: Lot Size: Total lot coverage to PLANNING USE ONLY BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 Applicant or Agent: r,_. 6,.... i l C t l l i k_ i 'S Owner-La:X.14A Dr _.g. Phone: LI 52-' 1 3 4 Address: 09, .5 \ic P A.i City' -C; k.,(2 Zip C1 Architect/Engineer' F.:1.7) 1 Phone: tl S.:1 13 W Contractor D k., o ttv■(.) State License Exp e>110 Phone: log I la PROJECT ADDRESS 1 Cfr( 5/ Lic ZONING T EGAL DESCRIPTION Lot: Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. 0630 0002 3500 TYPE OF WORK. STZF/VALUATION Residential if New Constr Re -roof, Stove E SF /SF 1 7 !9(.' c) Multi family Addition Move rd Garage SF /SF Commercial Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VAL .L TION I r f (P6P Q BRIEF DESCRIPTION OF THE PROJECT A L I 'k ,�i to ea tt>t tl3.L ,SYv) NoLryN lD Oa ko R ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other Phone: _o (5 (457ri I T \FOR.NIS\BIdgP a m i t f o r m w p d Applicant: R e f Date. c 7 b 3 to c�� c.J /Y 4.)S p 1 S OFFICIAL USE ONLY Rec. a! ate Approve ate Issued. Occupant Load. Construction Type. -L Existing Sq Ft. 5 15 Proposed Sq Ft.. ,f17`1 TOTAL Sq Ft. r` 2 APPROVALS. PLAN BLDG DPWU FIRE. OTAFR. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. 1 hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. ,0 t., d k rft‘P \it 0 1 4051°1 1 4 7 i a Arn-d 9 10 S 5. \J0A‘ev it a NO4/1" 4 17 4 Y e opt Application Number 06 00000783 Date 7/24/06 Application pin number 322667 Property Address 708 S VALLEY ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 3500 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning PUBLIC BUILDINGS PARKS Application valuation 0 Owner Contractor DRAKE FRANK 708 S VALLEY ST PORT ANGELES WA 983625917 Permit ELECTRICAL NEW RESIDENTIAL Additional desc EL /SVC 200A REWIRE Permit pin number 82883 Sub Contractor ELECTRIC SERVICE Permit Fee 78 70 Plan Check Fee 00 Issue Date 7/24/06 Valuation 0 Expiration Date 1/20/07 Qty Unit Charge Per 1 00 78 7000 ECH EL RM 0 200 1ST SRV FEEDER Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Grand Total 78 70 00 78 70 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 ELECTRIC SERVICE 82 DRAPER RD PORT ANGELES (360) 452 6424 78 70 00 78 70 00 00 00 WA 98362 Extension 78 70 00 00 00 CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO DITCH ROUGH -IN COVER SERVICE GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD FINAL I -T. _s I, I A I I I I I ,I PW- u02.15 f41/961 "/ \' . V'/ b/ ~ II- =-.11.. ,,<~t' ......' EUC'fR'CAL WORK PERMIT APPLICATI Job wired by ~Electrical Contractor 0 Owner Installation description o Commercial )zi." Residential . " l:JNew D Altered/Addition \C2- rf / lA.; i,""i'/ M..>>-vJ 0 'Y'\L-0v leD ~ s: t.[V--!-e..,(/ . t- L '. ~ ~ ,-' Premises owner's name Flro Pi)( Address of inspection 70x C i:)r-r City Phone number to sc~e.dUI.~i~_SP Owner ax defined by RCW 19.28.261:(1) O\1.ner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale. relit or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal~ lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Pori Angeles Municipal Code, and Utility Specifications. Signatur o Cash 0 Check # r ~a~::ditCarQ h~ !~t~~ _ ~iSCOVC~_ x Date: Expiration Date of card Inspection fee $ LAR )qJ Overhead Service D Temp Service D Underground Service Service Information Voltage I 72.{)l~'-t() Phase ~1 D~ _ Service Size: ~iq Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN TIlERMOSTAT SERVICE Dale Approved By Dale Approved By "- Dale Approved By 'h, ~ZAL DITCH FEEDER In.,,>' (~ Dale Approved By / Date Appro'"ed By Inspection Area, Building or Equipment Inspected Action Taken Electrical Dale Inspector 7 2-D -a6 dn &f.JNEL "0"::' - I AW~<J<5t;)) ~.-O - - . ktffJ 7b LL / 7 7 4.0fPORT~ t~~ r-Gii 1l:: -- ~-~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENf - BUILDING DMSION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Applicatlon Number Applicatlon pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Appllcation type descriptlon Subdivision Name Property Use Property Zoning . . . Appllcation valuation 6/16/06 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requ~sted within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of ~ ,J(~ CJlb/tJb Signature of Contractor or Authorized Agent ( Da' 06-00000593 822055 708 S VALLEY ST 06-30-00-0-2-3500-0000- FRANCIS DRAKE RES FOUNDATION REPAIR Date PUBLIC BUILDINGS & PARKS 16000 HIVAj y;?/ I{J~ Owner Contractor ANDERSON, LINDA E 708 S VALLEY ST PORT ANGELES KATHOL CONSTRUCTION 312 BIGLOW RD PORT ANGELES PORT ANGELES (360) 417-5594 WA 98362 WA 983625917 Permit . . . . . Additional desc . Permlt pln number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 79509 291.75 Plan Check Fee Valuatlon 116.70 16000 12/13/06 Qty Unit Charge Per Extension 95 75 196.00 BASE FEE 14.00 14.0000 THOU BL-2001-25K (14 PER K) Special Notes and Comments The Flre Department has reviewed the project application and has no comments Other Fees STATE SURCHARGE 4.50 Fee summary Charged Pald Credlted Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 291.75 291.75 00 .00 Plan Check Total 116.70 116.70 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 412.95 412 95 .00 .00 Signature of Owner (if owner is builder) T:\Pohclcs\1102_15 building permit inspection record05.wpd [1/4/2005] Lasered CED ~ , ~ ~~ ~~ ~~ ~~ ~~ ~ ~ BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS b/ ZgjP(, HJl/ WALLS I FOUNDATION DRAINAGE I DOWN SPOUTS PIERS POST HOLES (POLE BLDOS.) PLUMBING UNDER FLOOR I SLAB ROUGH-IN . WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW I WATER AIR SEAL I WALLS I CEILING I FRAMING JOISTS I GIRDERS SHEAR W ALLlHOLD DOWNS WALLS I ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL I FLOOR I CEILING , I MECHANICAL HEAT PUMP I FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET I CmMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEP AKA TE PERMIT #'5 SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R. w. ENGINEERING 4 I 7.4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 I I PLANNING DEPT. BUILDING 417-4815 7 Ivl! fJJ" vJV BUILDING _____..Int .__...l i';/AnnnC;:1 ~ I ~ ~ \)J '-i ~ \) ~ ~ ~ ~ ~ ~ ~ ~ 1\)'( J~ PREPARED 7/21/06, 8 15,52 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 16 7/21/06 ADDRESS TENANT, NBR CONTRACTOR OWNER PARCEL . APPL NUMBER, 708 S VALLEY ST FRANCIS DRAKE KATHOL CONSTRUCTION ANDERSON, LINDA E 06-30-00-0-2-3500-0000- 06-00000593 RES FOUNDATION REPAIR SUBDIV PHONE PHONE (360) 417-5594 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 6/28/06 6/28/06 JLL AP TIME: 13 00 BL99 01 BUILDING FOUNDATION FOOTING KATHOL 417 5594 06/26/2006 11:11 AM 06/28/2006 04:34 PM ~ BUILDING FINAL TIME: FRANK 808-1672 07/20/2006 08 15 AM DYASUMUR --------------------------- --------------------------- ---------- COMMENTS AND NOTES -------------------------------------- 7/21/06 DYASUMUR --------------------------- JLIERLY ---------------------------- 13: 00 PREPARED 6/28/06, 13.00 31 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 9 6/28/06 ADDRESS TENANT, NBR CONTRACTOR OWNER PARCEL APPL NUMBER: 708 S VALLEY ST FRANCIS DRAKE KATHOL CONSTRUCTION ANDERSON, LINDA E 06-30-00-0-2-3500-0000- 06-00000593 RES FOUNDATION REPAIR SUBDIV: PHONE PHONE (360) 417-5594 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 ~28 06 ~~LL BUILDING FOUNDATION FOOTING TIME. 13 00 KATHOL 417 5594 06/26/2006 11 11 AM DYASUMUR --------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~\ ('\ '::.. ,J'\I\CI' 0' I,rt;.~1~~tim\lI""J' ~~ ~' ,.,""'-- ""1 'l/........ lJjh't>,_~,.........~ .!h ~ ~ BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Phone: '1/7--551'1 Owner' ~ c.. J Address' 70'0 5. tI~ Il~}/ ArchItect/Engmeer' / ~ "M , +. State License#: Ii ArtLoc/otqipJ!'&KJ[JPhone:'1 f7~i:iJ'I .7 OM} 1<",( , City ~ r tit",,;" k ~ ~p <('if 5 b "3 7tJB >. ViN.-W ~ (J ZONING: ZIp: f1l3(P :3 Phone' LEGAL DESCRIPTION' Lot Block: SubdivIsion' CLALLAM COUNTY PARCEL NUMBER: tJ6 - 'PO- t/tJ - {) - '2 - ::a t;,OO TYPE OF WORK: SIZE/V ALUATION: o ResIdentml D New Constr. 0 Re-roof 0 Stove SF @ $ /SF = $ o MultI-family D AddItlOn 0 MoveD Garage SF @ $ /SF. = $ o CommefClal D Remodel 0 DemolitlOn 0 Deck SF. @ $ /SF = $ / o RepaIr 0 SIgn 0 Other ___ TOTAL VALUATION $ I fa, 0-0 U BRIEF DESCRIPTIOJj OF THE ;PROJECT --;t-ou "1 c(/::{. +.'0 JA... ~1"9 y- P ~ V' ~ YJ;t ~ t-~ r <=>5- ~LI~7e- l e>((~-r/~ \ ~{'7q t& l':>(;)f..7" I3IiP-n, ( '-- -.) Occupancy Group: EXIstmg Sq. Ft. Occupant Load: & Proposed Sq Ft ConstructlOn Type: = TOTAL Sq. Ft COMMERCIAL/RESIDENTlAL: No of Stones' 2., Lot SlZe: Total lot coverage % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESAJWetland(s): 0 Yes oNo SEPA Checkhstrequrred? 0 Yes 0 No Other VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the apphcant. This figure will be revIewed and may be revIsed by the BUl1dmg DIVIsion to comply with current fee schedules. Contact the Permit Coordmator at 417 -4815 for asSIstance. PLAN CHECK FEE: IF a plan check fee IS due It must be submitted at the time the buildmg permit apphcation and constructlOn plans are subJll1tted All other perrmt fees are due at the tlIDe of perrmt Issuance. EXPIRATION OF PLAN REVIEW: If no permit is Issued wIthm 180 days ofthe date of apphcatlOn, the application will expire. The Building Officml can extend the tlIDe for action by the apphcant up to 180 days upon wntten request by the apphcant (see Section RI05.3.2 of the InternatlOnal Bm1dmg/Residential Code, 2003). No apphcatlOn can be extended more than once. I hereby certify that I have read and examined thiS application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibJlity to determine what permits are required ,not the City's, and that I must obtain such permits prior to wo~ #4- I 0 T \FORM S\BldgP ermitform wpd APplicant~./J.M..t. ~ ftr' -=- 'X Date: 0~ I fa () b ) " /f~ &1. " / <90 &1. 617 " "" ~~, ! ,', , " """ "'" '" " "'''' '" f y'~ ~~ .JP r& oS f ",," i i I I I I 1 I I ~ I I _l....... . . I J I / Q I r I 'j I :T~7.' ,. . ~ n...k r - '.' lh - ~ ~ rll'e If"'- .,... ., ,'" .;J 1tl.'1-" (:!) -- U, · ,^.' 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Il NGE",ES I- Constructior Plans The I '. ~Ians, speCl . cati ns ar d otll r dat shall not p event the b IldlOl offiCI I I.M It: I:ll TeCl/O I at rrors in sal pla.~, sp ciflca ions ~nd (her ala, r fro nr entlO "0 ~ 109 arnec on t ereunder hen I viole Ion f all odes and rdlO nce. ,f tho< ,. u,c . Um arm B IIdlO Code) By 1+ ~A + IIU~ ..) r;-f~~A. - J'!l 111 I .