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Permit File 5203 Doon Way
092 i5i=r2-1 004' 10/13/2009 001 1 ;7, ?eE'iiii`= Fees 011_it' , €58.13 =0%t Y O _ City of Anacortes Permit#: BLD-2009-0374 904 6th Street Issue date: 10/13/2009 �"''� P.O.Box 547 )tof Anacortes, WA 98221-0547 Expire date: 04/11/2011 4 ' (360) 293-1901 Job Address: 5203 DOON WAY Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2911 Project: APN: P60031 Remarks: Repair existing pier. Owner: FORBES WILLIAM J Contractor: Address: 5203 DOON WAY Address: ANACORTES WA 98221-2911 Phone: Phone: License#: General Information: Fees: Building Valuation 2000 Building Permit Fee 32.50 State Building Code Fee 4.50 Plan Review Fee 21.13 Total Calculated: 58.13 Deposits/Receipts: 0.00 Total Due: 58.13 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION SIGNATURE OKOWNER OR AUTHORIZED AGENT ISSUE o,,Rg', Residential Building Permit Application �� „�Eys , Building Department � � '«�oaV, P.O. Box 547 Anacortes, WA 98221 Ort y 4� Phone No.: 360-293-1901 FAX: 360.293.1938 SITE ADDRESS: -1r.gai DOOiV kI'iy, ALnn//9/97fYFc/ &A- 98,2_ -/ CONTRACTOR ❑Applicant PROJECT DESCRIPTION Name Vier r era;rr meek/if lodes tad Address G7dnsS?1.-eT,OY7 V>7 11- in;RIs t' City/State/Zip leer-ire merit, ♦'� ;�� Phone FAX 1 II A/ �IIi State License# Exp ��y .p`" PARCEL NUMBER City of Anacortes License -P b 00-2/ A4 PROP �E "R �TY OWNER: %Applicant LEGAL'DESCRIPTION yi Name /LL/79N/ / R�a ,, /l� Address 5 O 3 Doom itAit y City/State/Zip AA/,je-Dx reS kiAlg221 PROJECT VALUATION Phone.3Gia .s'-7 AX Se2 000 n �y Number of Dwelling Units E-Mail Address -I ZCC{eshore('rh5i?,C!at>7 Number of Stories Building Area: ❑Architect❑Designer O Engineer❑ Applicant 1s`Floor s.f 2nd Floor s.f. Name 3rd Floor s.f Basement s.f. Address Garage s.f. Carport s.f. City/State/Zip Deck s.f Lot Area s.f. Phone FAX ?49r 7.'6 5 E-mail Address CONTACT - ❑-Applicant LENDER 41* • LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name S,2 Pie- IN VALUATION PER RCW. Address Name City/State/Zip Address I Phone FAX City/State/Zip E-mail Address Phone No. � f( G — e>c2/? CONTINUED ON THE BACK f `s j q v 0 "I 3 1 Residential Mechanical Fixtures • Fuel Type ❑ Natural Gas ❑ Electric 0 Wood 0 Propane Gas 0 Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert ' ',Stove,Appliance Other Units Range Hood Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Clothes Washer Bathtub Electric Water Heater Shower Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. l 1 q 512310 APPLICANT'S SIGNATURE DATE .r. xis:. t--ti_ .-z;:?..,, 4,,_::.z,,-,•-7;:-,•:;;L:7-=7-3.777,7,-,:::-;-.: ,t;:417:7-77!''''...9. / flame— l - _:, ame ' Members : tl i 1 ABCHITCT :' . I M } �ondition9 _ -- ! t ti SOT I7 b,v r tiX +�µ•..+ e 4 g !;( J see PosC_<v a� �4 LOT 19.fl , ri■p 't ci......, �k1 RiR .776117#ftafr �p� i .�j� /-.t l ii CITE Oso . O f'OS60 .'_ 4p G29`.// i` it : ` 1.,- YI.GOicT ZS i. y�� 35r0 RR/7P - ^�. Piw.tni. 1 �--t la iCit,U14ll, f , A • I y _ M,,, }1 1 3b'FLOR71 `` / / - I > _ # ) E aural1STJ1N6 LXt.0 - t/c..c.w/iVevo'. /,vNex / ' ,e ,, , 11 11'•• , I-rr / :..CAI b tB ee -13XJ J ! .SX7LIAsE .'9'im/ELaPflEHT .. L'X rent. } nosy? o fed Eraf: '- I. • .�n eINNW '9 1 f., r-LLiJ p.00 - 1 i - -- :27P ZAP Facet+/94e j- : - a 41 n N . - , ' *b lo'DtPTN i w-"-.1„.----" r A-� r BELOW . t fit s it I I //An/0CAL. II . do!F6,1 T>'A/E,l {; - 'SCAt E. 1 0 La, -ceovnro ye„ErPL/y/,L £.LEVL\T ON k. • nacEAL NAoeote ittleS JoT EST�BLlSa'ED Ti-!g 1 • SECTION A-A. I __ SCALE t"z 10' I _ ' - i 2071;:0Yr:,-:1- 03676 ''PURPOSE: PRJYP E130AT MOP.cAL-E - _ - - - _. ROPDSF,.-D - - a 'DATUM r'+JEAN IO:tJEL Lo&11Jr`<TEP,•, L3:90G -_ t -,-tPMP1 PILE 5 ' * x o e T _ ADJACENT PROPERTY DINERS: _ tWt Flat flier Bat,B..• �:' us Eeti +M:ra ei:::a ©i RONALp 11 B 'opoeJn,.airZ ND `AVE 41 ss 0.14ACOR'>E.5 WFSHtut o;� 5'DMONDS 1A1M �, 9SOZO - �01`.11��1u.11) f °BLAU° l3,H`(ATT, f,a)0751=R05 '$'l, .#‘ a ° COUNTY Cr }CAL IT STATE WASH• Eite.tII•tc-TON1 -VA, 22202' tLor f9 Div to -- . APPLICATION e,pOL QT L.-Ho .h1 11 These plans have been reviewed by the-3fiC- - Architectural Committee for compliance to Skyline Beach Club CC&R's only. Property .._ " Owner is solely responsible for all engineer- 1 - 1 - - ' Mg,code compliance and property boundaries. �.., I Reedneviewed Aa NoAE1 2/ - v M1 O Gi > —. . __ P. G, %7/ AC Member 1 ADUI �_---' . �" ',71v� '; Oc,I./.t�� i; ' 3 ° .F_._...__. - AC Member q Solar Lights Th, Solar Lights a. 2x6 ' " Existing Ramp I Bracket - See Detail A 2x4 36' 2x2 Balusters 4x4 Posts 2x4 3' P712x6 ACQ Decking D � -"r-• �r,r- �� 4x8 ACQ Joists lirl reri, Existing Concrete / - 4x8 ACQ Joists Foundation --.1141� 4x4 Posts Existing Piles 2x2 Balusters Bracing and Beam - - Existing Piles Bracing and Beam L DETAIL A a _ a a 3x3x5 Galvinzed or O _` ' a stainless steel angle e3/8' Concrete Anchor Bolts bracket ` 5' anchored In existing concrete 1/2' diameter holes, 1' from edge O J .a a 4 a ACQ 1,5X5.75 SPACER a Maximum opening of 4' between vertical railing elements a 4 r William J. Forbes Materials: Wood shall be either cedar orpressure treated ACQ .40 520 Way f Anacortes, Natural Wood and/or muted earth tones Proportesrtes, WA 98221 Proposed Pier Deck Replacement 8/10/2009 ., .IV 7( Qj._ City of Anacortes Permit#: BLD-2003-8717 904 6th Street Issue date: 06/06/2003 P.O.Box 547 r x tq, anacortes, WA 98221-0547 Expire date: 06/05/2004 ‘360) 293-1901 Job Address: 5203 DOON WAY ANACORTES WA 98221 APN: P60031 Permit Type: Single Family Alteration/Repair Permit Project: Remarks: Applicant: FORBES WILLIAM J Owner: FORBES WILLIAM J Address: 5203 DOON WAY Address: 5203 DOON WAY ANACORTES,WA 98221 ANACORTES WA 98221 Phone: Phone: Contractor: FRAME& FINISH CARPENTRY Addressr: PO BOX 1634 ANACORTES WA 98221 Phone: (360)336-8407 License#: FRAMEFC981 MC General Information: Fees: Building Valuation 1500 Building Permit Fee 25.00 Occupancy Group R-3 State Building Code Fee 4.50 Construction Type 5-N Total Calculated: 29.50 Deposits/Receipts: 0.00 Total Due: 29.50 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOV iNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant Signat Issued by✓ PAGE 1 OF 1 < . I BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD92-0277 P.O. BOX 547 APPLIED: 10/16/92 ANACORTES, WA 98221 ISSUED: 11/17/92 (206) 293-1901 EXPIRES: 11/17/93 SITE ADDRESS: 5203 DOON WY ASSESSOR' S PARCEL NO. : 3827-000-018-0005 PROJECT DESCRIPTION: Install lap pool — OWNER — CONTRACTOR — LENDER WILLIAM FORBES KR1SC0 AQUATECH POOLS & SPAS 5203 DOON WAY 6302 NE BOTHELL WAY ANACORTES WA 98221 SEATTLE WA 98155 293-7764 487-6400 KRISC0182DN TYPE OF WORK *ADD AREA (sf) VALU. . . $: 20000 TYPE OF USE *SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •434 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :RL BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 : 7 :7 : 7 OTHER • 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :5N :? : ? :? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PLCR $ 91.33 MG 11/17/92 45751 PRMT $ 140.50 MG 11/17/92 45751 STBC $ 4.50 MG 11/17/92 45751 TOTAL $ 236.33 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. rvi a�,hl� 'vcc' Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 4 MECHANICAL PERMIT • CITY OF ANACORTES PERMIT NO. : MEC92-0109 P.O. BOX 547 APPLIED: 10/16/92 ANACORTES, WA 98221 ISSUED: 11/17/92 (206) 293-1901 EXPIRES: 11/17/93 SITE ADDRESS: 5203 DOON WY ASSESSOR'S PARCEL NO. : 3827-000-018-0005 PROJECT DESCRIPTION: Install lap pool — OWNER — CONTRACTOR WILLIAM FORBES 5203 DOON WAY ANACORTES WA 98221 293-7764 TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •RES 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 18.00 MG 11/17/92 45751 TOTAL $ 18. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 appaimpomplummin Get y ° 1Lff�i of uacnri s f co T Gilashing#nn is O BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # ��O / This is to certify that the (Description of Building or Structure): �— c+.)lAlec(a ;4n,'i/7' .fi ->/.L„,e Located At: �o 01---""'"'C` i,14/ ST/REET& NUMBER Owner: /4L/4/71 \1- (togas Constructed By: Al CR .6C/!GD/si'; U deesvcNU / OWNER OR CONTRACTOR Bldg. Permit # h7‘.2 E d Date Of Issue: /O/ 8/C, Occ. Group:N ./i fr./ Use Zone: 'Wit- Has Been Inspectedrret And Occupancy Is Hereby Authorized, This ` / DayDay OfOC/c) at 19 3? AUT RING OF ICIALI_ EE,REVERSESI atSI' p n ,k..,,t QU/REMEN7S. • 27.`41' CITY;OF ANACORTES BLDG. ' PLUMBING 131 MECHANICAL ,13 PERMIT N2 C740 Telephone293-1901 jd rL ,� Anacortee,WA Date 79 62- PERMISSION/IS HEREBY GRANTED TO: it OWNER &/.. Ze /Ak" . }(/i(/5 STREET L-JOGU LOY v ADDRESS � ' `J � Location where work is to be done CONTRACTOR TO ERECT,t<1 INSTALL ❑ OR REPAIRS IN THE FOLLOWING MANNER: 5/NOCz -11>el.)&t.CLt c,r , .!-7/c- d '/j.s , Ak PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑WEREcgtSUBMITTED WORK TO BE DONE BY OWNER ❑ CONTRACTORS' RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: APPROXIMATE VALUE TYPE PERMIT FEES OF WORK State Building Code Surcharge 3 y State Energy Study Surcharge Building �, ,d ircz 43/9 Ua Plumbing and W.S. .;791. Mechanical 3.7S 1 Plan Check Fee • s ) y�j uc) Id/°r 4mft—'Y LAIC— . , 1 r[ . .2 Vc TOTAL /]/.) —429 LEGAL DESCRIPTION Zro-/ /? .L�<oC/c- // riry wcovrrno ( O�11( off' ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) P.O. BOX 547, RNRCORTES, WR 98221 'v, Wg IRN MUNCE, DIRECTOR October 19, 1992 Mr. Bill Forbes 5203 Doon Way Anacortes, WA 98221 RE: Your Proposal to Add a Swimming Pool to Your Residence Dear Mr. Forbes: This letter is first to confirm that the City of Anacortes does not count deck or swimming pool area towards our lot coverage requirements under the City Zoning Ordinance. Further, you have met the setback requirements of the City Zoning Ordinance. Accordingly, your proposal is in conformance with the City Zoning Ordinance. I very much appreciate you consulting your next door neighbor regarding your pool proposal. Your proposal raises a new issue for us under the City' s Shoreline Master Program. As we discussed, single family residences are exempt from this master program. It is the City's position that accessory structures for single family residences such as decks and now pools, do not require a shoreline permit. We may revisit this issue at a later time, but your proposal can go forward as you proposed without requiring a shoreline permit. Thank you for so clearly presenting your proposal to us. Sincerely, CITY OF ANACORTES Ian Munce, AICP Director of Planning and Community Development IM:sk cc: Ed Frank, Building Inspector h7LL �� Lca't� anP frel ioi t,L H9tWV/ H3.3- t1e6d ��I s hI O,j' r ' M I .0 01 se41 /$ dC 0 tl 0�7 lig ‘, 7 t' N i f MOB , ,fie` SIT% INSPECTION CHECKLIST ' Address: J 2 /7 3 - Permit No.): C7 0 Date: J/j /E 2/ Zone: ye � y it Owner: %�/L�/�CL,YJ 4 icrte -S, Contractor: Air, ,V 12/e-l✓Legal Description: /...,(, / /A. id/A jl S'4/ 110 . Variances: Occupancy Group: it? Construction Type: „y2:,!�i7 Energy Code: r'S Ch. 6 Ch. 4 FINAL INSPECTION 4nsulation Cert: /%J_ F i House Numbers : /V Water Pressure: '7 (2 pc), Site drainage: e Insul .--Crawl Space: (7S Attic: fit Crawl Space Vapor Barrier: GIcr .Garage/house door: ed, D.W. air gap: °A , Traps : Exh. Duct dampers: B Smoke Detectors : c , Safety Glass: be• Guard rails : cy( Hand rails: a Bedroom windows: Sewer Inspected: Curb cut inspected: -9Water heater: Strap: /,7 0 T & P drain: a/c Sewer rec"t. : Date: Dryer vent: e)/`, Wood stove: ��^^ • ifol fan -no { )» laud a1,1 non-, . & r-- -13�� 1 INSULATION CERTIFICATE 004777 M 8 M BUILDING S DESIGN, INC. 5203 DOOR WAY 1395 DONNELL ROAD ANACORTES ANACORTES, WASHINGTON 98221 FORBE @e_g Material Manufacturer Thickness Sg Ft Covered R Value Width a Bags Wt7Bag TIC BLOW; ULTRATHERM BLOWING WOOL CERTAINTEED CERTAINTEED 16.00 1400.00 38 42.00 25.00 Total Sq Ft Installed: 1400.00 TERIOR WALLS R-11 3.50"xl5°x90° KRAFT @ 150.00 OC OWENS-CORNING 3.50 60.00 11 15.00 R-19 6.25"x15"x90" KRAFT @ 75.00 CT CERTAINTEED 6.25 1445.00 19 15.00 Total Sq Ft Installed: 1525.00 RAGE WALLS R-11 3.50"x15°x90" KRAFT @ 150.00 OC OWENS-CORNING 3.50 500.00 11 15.00 Total Sq Ft Installed: 500.00 EEWALLS R-19 6.25"x23"x90" KRAFT @ 115 CT CERTAINTEED 6.25 230.00 19 23.00 Total Sq Ft Installed: 230.00 AT CEILING-BATTS R-19 6.2Yx23x90° KRAFT @ 115 CT CERTAINTEED 6.25 105.00 19 23.00 Total Sq Ft Installed: 105.00 RAGE CEILING-BATTS R-11 3.50"x23°x70'6" KRAFT @ 135.12 CTCERTAINTEED 3.50 525.00 11 23.00 Total Sq Ft Installed: 525.00 OPED CEILING R-30 10.0"x24"x48" KRAFT @ 80 CT CERTAINTEED 10.00 368.00 30 24.00 Total Sq Ft Installed: 366.00 RAGE CEILING UNDERHEAT R-19 6.25"x23"x48" UNFACED @122.67 CT CERTAINTEED 6.25 72.00 19 23.00 Total Sq Ft Installed: 72.00 DERFLOOR R-11 3.50"x1l"x70'6° KRAFT @ 129.25 CTCERTAINTEED 3.50 96.00 11 11.00 R-19 FS-25 BATTS CERTAINTEED 770.00 Total Sq Ft Installed: 866.00 Remarks: Sono-Therm Insulation, Inc. SO NO IT * 264UG Lin ^,,,. ,, \ O / 891945 / m Yr7g? d TYPE 700 OF \sa, 5 , ! § ■ . A i t -r r. ° a , > a { § � \ . ® ws >, > Il§ \ • ao ! '§ ; m ' - 2 � � �� ~ ~ ® ° ~ _ �� _ f ® q y y ,\ _ ` o cod/% aw = a, = x4 46 ) /2}§ ± a Thai . , 7 IC 124 8-01-08 I 7-03-10 I 7-03-10 I 8-01-06 „ &®/ BC / rasa I 9-08-13 I sacs / /\ r9!_ sacs 3 c a2 §! §,,6'n TCLL= ±o � SPACING REACTIONS MIN JEP »a2. m, meoq" \ TCDL= E, 7IAam5m± c+, a9, aR PTX PLATES 149 PSI GRS (MAX) a[ ƒ07 mlm. , lm ; { \23 !\ %!I AN »r CO. CONFORMS TO a REPETITIVE INCR ;}b/q CSR= _ 6 2'- 7s Q HE BOTTOM CHORD 25EMHF WEBSSTD/STUD H\m ° % P q r > 2« : w -80 E & m, r@ m, r > m, w > -oww 8 : ° e \ Ea -rE # +# wa m . +o Av....9'tO Pk0 } 29 444E /i®k!/ • cg c- mETHEwmro 2Err ug. ;m'w z / / :S " F i, -.P 0 7 wale% /_/#! _4. fr ! \` `g ^ # _ # f ƒ . 6 . \\ % e l sio s . \ / ~ / k e .' IS OOP m �\ P C,l0 ~ " ` \ yJ § o_®°P- 2»± 6001 Ay ? /©|/2 id$ N x Symbols Numbering General rn KL OD PLATE LOCATION System Notes , COCenter plate on joint unless '1W a dimensions indicate s Iitotherwise. Dimensions are in inches. Apply plates to both sides of truss and Ike„ securely seat VS' • _ 1. Provide copies of this truss design to the 1_41•1 J2 t0 to building designer and erection supervisor. 440, TOP CHORDS 2. Cut members to bear tightly against each other. For 4 x 2 orientation,locate inliar ria 3. Place lates on each face of truss at eachplates 1/B"from outside pedge of truss and verticaljoint and seat securely.Avoid knots and waneweb jato 'oat locations. 4. Locate chord s lices at Ya len th ±6"PLATE ORIENTATION P panel9 (— ) This symbol indicates the 0_0 from adjacent joint. required direction of slots in CS C7 06 5. Unless otherwise noted, moisture content of connector plates BOTTOM CHORDS lumber shall not exceed 19% at time of PLATE SIZE J1 J8 J7 J6 fabrication. The first dimension is the JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 6. Unless specifically noted, this design is not 4i x 4 width perpendicular to AROUND THE TRUSS STARTING AT THE LOWEST JOINT applicable for use with fire retardant or slots Second dimension is FARTHEST TO THE LEFT. preservative treated lumber. the length parallel to slots. 7. Top chords must be Sheathed throughout or DIMENSIONS WEBS ARE NUMBERED FROM LEFT TO RIGHT. purlins provided at prescribed spacing. 8-07-05 Dimensions shown as 8. Bottom chords require lateral bracing at 10ft. 8-07-05 indicate spacing if no ceiling is installed unless FT-IN-16th, (i.e panelCONNECTOR PLATE CODE APPROVALS: otherwise noted. 9 short, dimensions . If is 9. Anchorage and/or tie-in components are the 104 di could be shown in inches only, (i.e. responsibility of others unless shown. 10 11/16"). BOCA 84-31 10. Do not stack construction materials on floor LOADS HUD/FHA TCB 1706 or roof that induces loading on truss greater, j Additional uniform load of SED 1031 than design loads. — SU 'M 50 psf applied on this ICBO 1591, 3907 11. Do not cut or alter truss without prior panel, on this chord SBCCI 8496 approval of a professional engineer. WISC/DILHR 840034-N, 820602 12. Building designer is responsible to insure Additional concentrated that loading shown hereon is applicable to 1670 load of 1670lbs. applied building site. at this joint in direction of arrow. 13. Care should be exercised in handling, LATERAL BRACING erection, and installation of trusses. 14. Camber is a non-structural consideration Indicates location of and is the responsibility of truss fabricator. required continuous lateral General practice is to camber for dead load bracing. deflection. BEARING 15. Plate type, size and location dimensions ' Indicates location of joints RYDRodIR' shown indicate minimum plate requirements. 4 at which bearings (supports) occur. FO Box 7357/51 Lous,,M,ssoun 031771,9Wl 325 8075 of[314)50 77127 �' 'B� @ 1985 Hydro-Air Engineering, Inc CAC V08. 35 J08 891945 TTPE 810 3/30/89 5x 5 III l Z 2 OF 3 a Di Ro 12 LI 24 rj Q, W g§ 4.00 � 5.5 \ 2x4 Gi W off 3 3x10 III = W " ine16 c, \ _ £ rn $w 0 1 _ II - = 616q _ 0-a OP = a� st Eo ��` 3x4 . q = 4x6 = Ernbo 4x6 — 3xG 3x4 = 3 JS goaQ v J8 �g 8 a-oao i 7-03-10 8-01-06 124 8 82 TC 8-0I-06 7-03-10 I g'va 9t BC 2-08-00 1 7-10-09 I 9-08-13 I 10-06-09 _ I 5 rave i UDo£ o N O n 0 k e 30-10-00 c 0 5 r o'3O0n ° CZn-Q�n TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.23"= 999, CAMB= 0 1/8" B o gL" TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 149 PSI GRS (MAX) 0 c BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 5= -1300 3.5 g£�BFg@ BCDL= 10.0 PSF J 8= -1417 3.5 JOHN LOURS CO. 0 B e 1 o . n, CONFORMS TO UBC REPETITIVE INCR R 8.2 3 6 if^' E -g0 TOP CHORD - CSR= 0.832 BOTTOM CHORD - CSR= 0.988--- WEBS - CSR= 0.894 a g2 e ig o 2X 6 1650E-1.5E M HF 2X 4 NO 2 DOUG FIR 2X 4 STD/STUD HEM FIR *EXCEPT* 0D o o0 qro C 1= 905 C 3= -2192 C 5= 2421 C 7= 1783 W 1 IS 2X 4 STD HEM FIR ",o` 6 6 63 -_ C 2= -1834 C 4= -2552 C 6= 1528 C 8= -859 W 1= -2950 W 3= 308 W 5= -510 �$s _h W 2= -64 W 4= 802 to-g' a; a goo . C 1.* PURLINS REQ'D @ 16.0" O.C. ON C 8, UNLESS CHORDS ARE SHEATHED. .g 2.* NOTE THE WEDGE DETAIL AT THE HEEL(S). s0E- o -o 3. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. `o�`- pp$g 0 0 4. osFaze gi o ,Ckci `pf weesoi k�1 C•�,��„ c 8 b I APR 041sas �° $8 : ~ f+ '1 £ `i 0rnrn�++ 0 �' O 11 ,`'".ERE ..,z,4Yg Q °Onis�3 - A.er. C�� .f C g" V rt 01 0, x Symbols Numbering General PLATE LOCATION System Notes co Center plate on joint unless '�1 W dimensionsindicate otherwise. e. Dimensions are * in inches. Apply plates to both sides of truss and securely seat. J2 J3 J4 1. Provide copies of this truss design to the building designer and erection supervisor. li_lleakip TOP CHORDS 2. Cut members to bear tightly against each C2 C3 other. For 4 x 2 orientation,locate o WEBS J5 3. Place plates on each face of truss at each plates 1/8"from outside ¢ �„ edge of truss and vertical o _ o joint and seat securely.Avoid knots and wane web. Ip o 1°' +'' ; cc at joint locations. -mil PLATE ORIENTATION a �5 = 4. Locate chord splices at 14 panel length (±6") This symbol indicates the o o from adjacent joint. required direction of slots in CB Cl Co I— 5. Unless otherwise noted, moisture content of connector plates. BOTTOM CHORDS lumber shall not exceed 19% at time of PLATE SIZE J1 J8 J7 J6 fabrication. The first dimension is the JOINTS AND CHORDS ARE NUMDERED CLOCKWISE 6. Unless specifically noted, this design is not 42 x 4 width perpendicular to AROUND THE TRUSS STARTING AT THE LOWEST JOINT applicable for use with fire retardant or slots Second dimension is FARTHEST TO THE LEFT. preservative treated lumber. the length parallel to slots. 7. Top chords must be Sheathed throughout or DIMENSIONS WEDS ARE NUMBERED FROM LEFT TO RIGHT. purlins provided at prescribed spacing. 8-07-05 Dimensions shown as 8. Bottom chords require lateral bracing at 10 ft. 8-07-05 indicate spacing if no ceiling is installed unless FT-IN-16th, (i.e. otherwise noted. 8'-7 5/16"). If panel is CONNECTOR PLATE CODE APPROVALS: 9. Anchorage and/or tie-in components are the 10 short, dimensions could be responsibility of others unless shown. shown in inches only, (i.e. 10 11/16"). BOCA 84.31 10. Do not stack construction materials on floor LOADS HUD/FHA TCD 1706 or roof that induces loading on truss greater l Additional uniform load of SED 1031 than design loads. _. 5n 50 psf applied on this ICDO 1591, 3907 11. Do not cut or alter truss without prior panel, on this chord SDCCI 8496 approval of a professional engineer. WSC/DILHR 840034-N, 820602 12. Building designer is responsible to insure Additional concentrated that loading shown hereon is applicable to 1670 load of lbs applied building site. at this jointint in in direction of arrow. 13. Care should be exercised in handling, erection, and installation of trusses. LATERAL BRACING 14. Camber is a non-structural consideration Indicates location of and is the responsibility of truss fabricator. required continuous lateral General practice is to camber for dead load bracing. deflection. BEARING 15. Plate type, size and location dimensions ' Indicates location of joints NYOROd/R° shown indicate minimum plate requirements. 4 at which bearings • (supports) occur. PO Box 7359151Louis Missouri 63177 I(000)325 B075 at 1314)5077127 ' , .-. ©1985 Hydro-Air Engineering, Inc. CJLC V08. 35 JOB 891945IiiTYPE 700 3/30/89V 5x5 III � Z 3 OF 3 Qi Oi 4.00 2x4 ���12 •• 2x4 it 24 \< I o v r 3� 10 III = W y 0 In I' 2 1/8 •� 2 /B 616� �6 r6 I\ Jc . r .. c oA o�c 4J1 3'4 3' 4 J5 gio�.P�i 8-5ga-2So TC 8-01-06 I 7-03-10 I 7-03-10 I 8-01-06 1 24 I 2'0 814 rDa'd W 2N BC 10-06-09 I 9-08-13 10-06-09 s- ��$ a 1-� . 6Pov or oc 225 r 30-10-00 c° D€0 C) TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 30'/0.32"= 999, CAMB= 0 1/4" 2 o �QtIn TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PTX PLATES 149 PSI GRS (MAX) g B 2 BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1294 3.5 w BCDL= 10.0 PSF J 5= -1422 3.5 g-E$2 �93 JOHN LOUWS CO. r, c2°iPR5 CONFORMS TO UBC REPETITIVE INCR *H.2 ° 6 C°' E� TOP CHORD - CSR= 0.992 BOTTOM CHORD - CSR= 0.901--- WEBS - CSR= 0.484 8 €P e � o C 1= -29402X 6 C63=F-2580 M HF 2X 4 C 5= 2789 C66=F 1896 C 7= 2789 W 1= -510 X 4 STD/STUD FIR -of o 0 h Ra C 2= -2580 C 4= -2940 W 2= 802 W 4= -510 82 -8 g `oz 1.* NOTE THE WEDGE DETAIL AT THE HEEL(S). c V pt'K 041969 ,8E- 68a l.lnnnrnq i 2 o,F fit,k OF WA / 9-111 dos` w o �� otg$ r O coo $1g 8. ot6oltd 3a '°i. -4, ,U s�� 4 o S i g Py i4,''0 AOI1L1 °t�vo 8g.;n8- &eftP23 -inu, T Symbols Numbering General m Na PLATE LOCATION System Notes m 13/ Center plate on joint unless dimensions indicate otherwise. Dimensions are Ng& in inches. Apply plates to both sides of truss and yap- 1/4"securely seat • — iallE J2 J3 J4 1. Provide copies of this truss design to the building designer and erection supervisor. 1911Illab TOP CHORDS 2. Cut members to bear tightly against each C2 " other. For 4 x 2 orientation,locate plates 1/8"from outside o WEBS c, J5 3. Place plates on each face of truss at each edge of truss and vertical o o joint and seat securely.Avoid knots and wane"' web. o o at joint locations. _J PLATE ORIENTATION a p = 4. Locate chord splices at 1/4 panel length (±6") This symbol indicates the o U a from adjacent joint. required direction of slots in CB C7 C6 ° 5. Unless otherwise noted, moisture content of connector plates BOTTOM CHORDS lumber shall not exceed 19% at time of PLATE SIZE J1 J8 J7 J6 fabrication. The first dimension is the JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 6. Unless specifically noted, this design is not 4zx4 width perpendicular to AROUND THE TRUSS STARTING AT THE LOWEST JOINT applicable for use with fire retardant or slots. Second dimension is FARTHEST TO THE LEFT. preservative treated lumber. the length parallel to slots. 7. Top chords must be sheathed throughout or DIMENSIONS WEBS ARE NUMBERED FROM LEFT TO RIGHT. purlins provided at prescribed spacing. 8-07-05 Dimensions shown as 8. Bottom chords require lateral bracing at 10ft. 8-07-05 indicate spacing if no ceiling is installed unless FT-IN-16th, (i.e otherwise noted. 8'-7 5/16"). If panel is CONNECTOR PLATE CODE APPROVALS: 10* short, dimensions could be 9. Anchorage and/or tie-in components are the shown in inches only, (i.e. responsibility of others unless shown. 10 11/16"). BOCA 84-31 10. Do not stack construction materials on floor LOADS HUD/FHA TCB 1706 or roof that induces loading on truss greater"-mil �^5�1 - Additional uniform load of SEB 1031 than design loads. S ' 50 psf applied on this ICDO 1591, 3907 11. Do not cut or alter truss without prior panel, on this chord SDCCI 8496 approval of a professional engineer. WISC/DILHR 840034-N, 820602 12. Building designer is responsible to insure Additional concentrated that loading shown hereon is applicable to load of 1670 lbs. applied 1670 at this joint in direction of building site. arrow. 13. Care should be exercised in handling, erection, and installation of trusses. LATERAL BRACING 14. Camber is a non-structural consideration Indicates location of and is the responsibility of truss fabricator. V//�J required continuous lateral General practice is to camber for dead load bracing. deflection. BEARING 15. Plate type, size and location dimensions ' Indicates location of joints HYDROJI/R" shown indicate minimum plate requirements. 11 4 at which bearings OS L`�` (supports) occur. a o BOA 71559 r St Linn M,csWn wnn(9W)325 S075 Of 014)5677127 ' • _-. ©1985 Hydro-Air Engineering, Inc. ' SymbolsNumbering General �1 PLATE LOCATION System Notes :.:1 " , t, 1 Center plate on kilt unless tt1 3/< dimensions indicate 0�1 irat otherwise. Dimensions are 0 jot , 4\ in inches. Apply plates to H both sides of truss and securely seat. I 1. Provide copies of this truss design to the rl 'l PLATE ORIENTATION J2 J3 J4 building designer and erection supervisor. I`I This symbol indicates the TOP CHORDS 2. Cut members to bear tightly against each pI, — required direction of slots in Other. I ' connector plates. oNWEBS J5 3. Place plates on each face of truss at each i o o joint and seat securely.Avoid knots and wane x3 ; o at joint locations. PLATE SIZE a x 4. Locate chord splices at '/a panel length (±6") The first dimension is the " U 11 I i width perpendicular to a from adjacent joint. f 4 x 4 slots. Second dimension is ra C7 CC ° 5. Unless otherwise noted, moisture content of ( I. the length parallel to slots. BOTTOM CHORDS lumber shall not exceed 19% at time .of IIr� I J1 J8 J7 J6 fabrication. r DIMENSIONS JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 6. Unless specifically noted, this design is not 5 j I Dimensions shown as AROUND THE TRUSS STARTING Al THE LOWEST JOINT applicable for use with fire retardant or 1 , 8-07-05 8-07-05 indicate FARTHEST TO THE LEFT. preservative treated lumber. E� Jr FT-IN-16th, (i e. 7. Top chords must be sheathed throughout or Itl WEDS ARE NUMBERED FROM LEFT TO RIGHT. �, € R'-7 5/1s"). If panel is purlins provided at prescribed spacing. 4 101i snort, dimensions could be 8. Bottom chords require lateral bracing at 10 ft. f shown in inches only, (i.e. spacing if no ceiling is installed unless ", A ition ). otherwise noted. k. d ;i - CONNECTOR PLATE CODE APPROVALS: 9, Anchorage and/or tie-in components are the • a j a} responsibility of others unless shown. f1 r LOADS 10. Do not stack construction materials on floor Additional uniform load of DOC/ 84-31 or roof that induces loading on truss greater I 70 50 psi applied on this HUD/FHA TCD 1706 di panel, on this chord. SED 1031 than design loads. 11 t ICOO 1591, 3907 11. Do not cut or alter truss without prior Additional concentrated4. SBCCI 8496 approval of a professional engineer. ,Ji' 1670 load of 1670lbs. applied WISC/DILHR 840094-N, 820602 12. Building designer is responsible to insure 99 lit at this joint in direction of that loading shown hereon is applicable to lr arrow. ;) L' building site. §r j ill LATERAL BRACING 13. Care should be exercised in handling, 711 erection, and installation of trusses. { A Indicates locationno of 14. and is Camber is a non-structural ssfari consideration `( l S/,�J required continuous lateral and is the responsibility of truss fabricator. I bracing. General practice is to camber for dead load I,E deflection. BEARING 15. Plate type, size and location dimensions 4 i Indicates location of joints Hbt 70.4117' 1 shown indicate minimum plate requirements. its4 at which bearings /'lV� . ) � (supports) occur. ...a. . ,i a � , ..«ti.- ; ,.4,m P O Box 7359151 boils Mewl 630711800)325 BOJ5 efWC 567.7127 2Y ,.a a P: w 41)1985 Hydro-Air Engineering. Inc APPLICATION FOR BUILDING PERMIT CITY OF ANACORTES Date 7- 2- - 7 7 Owner's Name "`C%5:4 a r s 't1 1 ( K NI Owner's Address ,50to t1Lv EiS1 PLO NPrbt DR. Phon N; 7{ l SR57) Applicant's Name `Cl`) F h..T L , 1"TOIZ N Applicant's Address �J I (i NJ sU() F,5F1,_ $ftDE hone No. 28 ?. Rr ,y 6 Property Address .0 3 Q 0- 0 N LAJ `( Legal ,Description of Property L O j 1 E3 S7 1 L) it 3 N Description of proposed improvement LGFYI"-I [`IC -PLC.K rci. RA-MP C C) z PietOP-7-a ?CAT r(UC Improved property to be used as follows rid tJ fJ R. (4C'E Fo R C(,CJ#4ER5 AMP( k Value of proposed improvement 3 SOL' f. PLOT PLAN Instructions: Draw a sketch of the property on the reverse side of this page or submit plot plan showing the following information; 1. Streets and alleys abutting property. ' 2. North point. 3. Size and shape of property. 4. Size of existing building or improvements. 5. Size of proposed buildings or improvements. 6. Distance of_all-structures from all property lines. Applicant's or agent's signature Sign only after reading attached building permit requirements. —�\ DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS P.O. BOX C-3755 1 SEATTLE, WASHINGTON 98124 , NPSOP-RF 0 3 JAN 1977 Ill Mr. Robert L. Horn 3010 Northwest Esplanade Seattle, Washington 98117 Reference: 071-OYB-1-003676 Horn, Robert L. Dear Mr. Horn: Pursuant to your application of 29 September 1976, inclosed is a Department of the Army permit to install ramp and float in Flounder Bay, Burrows Bay, Rosario Strait at Anacortes, Washington. Sections 9 and 10 of the River and Harbor Act of March 3, 1899 and Section 404 of the Federal Water Pollution Control Act Amendments of 1972 make it unlawful to build or to commence to build any structure across or in navigable waters of the United States and/or to excavate, or fill, or in any manner to alter or to modify the course of such navigable waters, except on plans that have had the prior approval of the Chief of Engineers and the Secretary of the Army. You are cautioned that if any changes in the location or plans of the structure or work are found necessary, a revised plan must be submitted promptly to this office and be given my approval prior to starting construction. You are requested to notify this office when the work authorized by the inclosed permit is begun, and immediately after it is completed. Sincerely yours, 1 Incl JOHN A. POTEAT Permit w/Notice of Authorization Colonel, Corps of Engineers District Engineer DEPARTMENT OF THE ARMY CORPS OF ENGINEERS NOTICE OF AUTHORIZATION J 19 A PERMIT TO INSTALL RAMP AND FLOAT (PRIVATE BOAT MOORAGE) IN FLOUNDER BAY, BURROWS BAY, ROSARIO STRAIT AT ANACORTES, WASHINGTON HAS BEEN ISSUED TO ROBERT L. HORN ON 19 3010 NORTHWEST ESPLANADE ADDRESS OF PERMITTEE SEATTLE, WA 98117 - fir; (\ PERMIT` NUMBER 071-OYB-1-003676 - --JOHN --JOHN A. POTEAT District Engineer Colonel, Corps of Engineers JulEN Form 4336 THIS NOTICE MUST BE CONSPICUOUSLY DISPLAYED AT THE SITE OF WORK. This permit shall become effective on the date of the District Engineer's signature.— Permittee hereby accepts and agrees to corn Ty with the terms and conditions of this permit/ — --- 7 PERMITTEE DATE BY AUTHORITY OF THE SECRETARY OF THE ARMY: JOHN A. POTEAT, DATE Colonel, DISTRICT ENGINEER, U.S.ARMY,CORPS OF ENGINEERS Transferee hereby agrees to comply with the terms and conditions of this permit. TRANSFEREE DATE 4 , c Y Pt CITY OF ANACOLCES,WAS LITNCVI'0N November 10, 1976 98221 yli>;+1h�, ,I,::ryry+� Ps1 • • • Mr. Robert L. Horn I COS ' 3010 N.W. Esplanade Seattle, WA 98117 The proposal by Robert L. Horn to undertake the following development construction of private boat moorage upon the following property Lot 18, Division 11 , Skyline Subdivision, ' '___Anacortesa Washington within TBurrows Bay and/or its associated wetlands is exempt from the requirement of a substantial development permit because the development : , ( ) Does not exceed a total cost or fair market value of one thousand ($1,000 .00) dollars . ( ) Does not materially interfere with the normal public use of the water or shorelines of the state . ( ) Constitutes normal maintenance or repair of existing structures ' or de,•e_lopments , including damage by accident , fire or elements . ( ) Constitutes construction of the normal protective bulkhead common to single-family residences . ( ) Constitutes emergency construction necessary to protect proper•;y from damage by the elements . ( ) Constitutes construction of a barn or similar: agricultural structure on the wetlands. ( ) Constitutes construction or modification of navigational aids such as channel markers and anchor buoys . ( ) Constitutes construction on wetlands by an owner, lessee or contract purchaser of a single-family residence for his own use or for the use of his family, which residence does not exceed a height of thirty-five feet above average grade level and which meets all require- ments of the state agency or local government having jurisdiction thereof other than requirements imposed by this chapter . ( '� Construction of a dock, designed for pleasure craft only , for the -i ivate, noncommercial use of the owner, lessee or contract pur- chaser of a single family residence , the cost of which does not exceed two thousand five hundred ($2,500 . 03) dollars . ' ( ) Has received a certification from the governor pursuant to Chapter 80 . 50 RCW. . . /..--,i, 7 -'1" Ken N. Kinzel �, Permit Review ADMINISTRATION FIRE DEPARTMENT POLICE DEPARTMENT PUBLIC LIBRARY MUSEUM OF HISTORY P O BOX 547 1011 12TH STREET 1011 12TH STREET 1209 9TH STREET 1305 8TH STREET 12061 293-5171 1206)293-5171 12061293-5171 12061 293-2700 (2061 293-517) / . • • ' „. . I r i r I \) esslAtt n" I ` e� ROP.LiNg �- 0 �1V7.eASw~�`� LO r LOT /7 Ctel y o� t� ,CrstIs" " o a H s f� --eoposEt, - �r ¢ LOT l9 0 c•..w ,� 6 X/J 'PIER —SA i> > i„y:, A��rwcanas I AT" 3 l 30 WHIP ! / jj% s'1IIp wN,a, IEL City Lich. .COCK . , / ' Vie 'pl19E OCJTEE / EXIST/114 Dec. • V/afer./'TY "f�' j ENO —8'GI'L)E (NN�.P F '!D, -3T',// SCALE / `� HLD/ • FL 11 _ J /c 0n< OT OSet) DOCfc I OuNDE,p L3<JY PLaN SKYLI /E PE-ctaOPM ENT- I 55' k IPAP rnstTL7 d'XlS 'AieC •{ . • r O0tE b , .41I- ELy • I i • PeovoSED Lc. m • lyLLU 0.00 A s — �, � • I .e7P EAP fix/KED/9GS [ 8 'nal To /O' O`PTN I BELOW fl HHL.L/ I I(. e--_____ , I I NflP Pt I 10'PEA? TWO/ i1 SCALE 1'= ZO GROVNO ce ,eefV°✓AL ELEVATIOK1 _ 4'TO 8' -04 i FEDE,E63L 1-/AESO2 L/NL`S NC'T ,657-kBL/SHED ISM !( I Li �._.JHu1�91 • cECrnON A-A I __ SCALE I"_ 10' I 071-OYS - 1 - 0056''76 PURPOSE: P72/L/ETE 130/17 P'LOO.CRGE PIRG POSED - DATUM Pica/ LotvEcLOLJa„'R7FP O.D0 - , RPNp, PILE5A1L-OAT ADJACENT PROPERTY OWNERS: . IN:Flounder Bay,©u.rews )R05"arco Strait 0RONRLD El8V000N 207-2ND VE . N AT ANpCORTES , 1NA51aINc-"7'•( EDNOHDS WASH. 980Z0 kLOTIi DI OM) 0 L''LRIv0 3.HYATT) 19 Do SE'R05 $T, # 8 O COUNTY OF ,SKI GlT STATE WPSH. t- -LIEIGTON , ✓A, 22202_ (LOT Ig DII/ II APPLICATION RY'POSERT I-, HOlerl SHEET I OF I CATE 8 OCL7,' R_I BRACING WOOD TRUSSES: TRUSS PLATE INSTITUTE COMMENTARY AND RECOMMENDATIONS a 583 D'Onotrio Drive, Suite 200 Madison, WI 53719 I9 TRUSS PLATE INSTITUTE,INC.,1976 The design of wood trusses in accordance with TPI design criteria assumes However carefully wood trusses are designed and fabricated,all this 1 Truss members are Initially straight uniform in cross section, is at stake in the final erection and bracing of a roof or floor system.It and uniform in design properties. is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored If ignored, 2. Trusses are plane structural components, installed vertically, the consequences may result in a collapse of the structure,which at braced to prevent lateral movement,and parallel to each other INTRODUCTION best is a substantial loss of time and materials,and which at worst could at the design spacing. result in a loss of life. 3. Truss members are pinned at joints for determination of axial In recognition of the inherent safety of a properly braced roof The Truss Plate Institute "Design Specifications for Light Metal forces only. ' system,the apparent lack of knowledge of how,when,and where to Plate Connected Wood Trusses"are recommended for the design of 0 There is continuity of chord members at Inters for deMmirio install adequate bracing,and in the interest of public safety,the Truss individual wood trusses as structural components only Pon of moment stresses Plate Institute,Inc.,in consultation with its Component Manufacturers Council membership,has undertaken the preparation of these recom- Lateral bracing,as may be required by design to reduce buckling 5. Compression members are laterally restrained at specific Ioce- mendatrons. length of individual truss members,is a part of the wood truss design trans or intervals and is the only bracing that will be specified on the truss design Substantial concentrated study and deliberative review by the TPI drawings Lateral bracing rs to be supplied in the size specified and 6. Superimposed dead or live loads act vertically,wind loads are Technical Advisory Committee(comprising a membership of the chief installed at the location specified on the truss design drawings by the applied normal to the plane of the top chord,and concentrated structural engineers of member plate manufacturing companies,repre' builder or erection contractor The building designer or inspector must bads are applied at a point. sentatives of the academic community, and independent consulting ascertain that the specified lateral bracing is properly installed and that 7 In addition have been devoted to this effort.Consultation with the TPI this bracing is sufficiently anchored or restrained by diagonal bracing to to the lateral bracing specified by the truss design'', Component Manufacturers Council has resulted in bringing practical prevent its movement the building designer will specify sufficient bracing at right field handling and erection problems into a sharper focus Inclusion of glee to the plane of the truss to hod every[run member in the tentative recommendations for on-site handling and erection Special design requirements,such as wind bracing,portal bracing, the position assumed for it in design procedures is one direct result of the consultations It is planned to seismic is bracing,diaphragms,shear walls,or other load transfer elements 8. The building designer (not the truss designer) will specify study further and enlarge upon these tentative recommendations and their connections to the wood trusses must be considered sufficient bracing and connections to withstand lateral loading separately by the building designer.He shall determine size,location, of the entire structure. While the recommendation: for bracing contained herein and method of connections for diagonal bracing as needed to resist technically sound,it is not intended that they be considered the only these forces.Diagonal ar cross bracing is recommended in the plane The theory of bracing is to apply sufficient support at right angles method for bracing a roof system.Neither should these recommends- formed by the top chords,in the plane formed by the bottom chords to the plane of the truss to hold every truss member in the position Irons be interpreted as superior to or a standard that would necessarily and perpendicular to the truss web members,as needed for the overall assumed for it in design This theory must be applied at three stages. be preferred en lieu of an architect's or engineer's design for bracing for stability of the entire structure.Truss bracing and connection details a'particular roof system should be shown on the building designer's framing plan as part of the STAGE ONE: During Building Design and Truss Design individual Pun design drawings Bracing materials are not usually furnished as part of members are checked for buckling,and lateral bracing is specified as These recommendations for bracing wood trusses originate from the the wood truss package, and should be provided by the builder or required for each truss member The building designer must specify collective experience of leading technical personnel in the wood truss erection contractor how this lateral bracing is to he anchored or restrained to prevent Industry,but must,due to the nature of responsibilities invoiced,he lateral movement should all truss members,so braced,tend to buckle presented only as a guide for the use of a qualified building designer, The builder or erection contractor is responsible for proper wood together as shown in Figure 110 This may be accomplished by. builder,or erection contractor Thus,the Truss Plate Institute expressly truss handling end for proper temporary bracing. He must assure that disclaims any responsibility for damages arising from the use,applica- the wood trusses are not structurally damaged during erection and that 1 Anchorage to salmi end walls(Figure 11c)). tion,or reliance on the recommendations and information contained they are maintained in alignment before,during,and after installation herein by building designers or by erection contractors. Temporary ar erection bracing may follow, but not necessarily be 2. Diagonal bracing in the plane of web members(Figure lid)) limited to,the building designer's framing plan. It is recommended that 3 Other means as determined by the building designer. erection bracing be applied as each truss is placed in position. 1 2 3 p,ww,m Flynn Cowmen.literal ever of nun ansm li Y. NOTE rvwN bwwMemww -S.W.,llelrM Iles �/i11--II ildiniS a,rle One`I nrey in line nith all rem of ry aurnrnriry aPom niwnPorerYawlmew^bi bw•x e 'oI lies: d n 1111.1 4 Ilk. Figure Mal can •% ek\ srm v CernyM1 "- Figurelfc) % II��' ',,rove nr..rree re-u.eve Fern 21e1 eves, o.ed.a., v.la belas bread bale %@ - alIIzrnel r awvnea,Mpa III Z.I'",:rr=s0Figr'idb'els l�IIIII /1: 11 m....tem 1er wwar<u wr�esas�la Continued,'n.ra er.,e erv.m n.vn I I pieties i hi\/i/� ��III. morals .,m.r.1. . OH A,In er • G.II b ernes Iv,'sum Figure tdl na Agnew ro n••e i.0 Figure 11b1 ' Figure 2(b) STAGE TWO During Truss Erection the builder or erection contractor It is recommended that diagonal bracing(minimum 2.inch thick must take adequate precautions to assure that the wood trusses are not bracing system depends to a great extent on how wall the first truss is nominal lumber)be installed at approximately a 45 degree angle to the structurally damaged Proper rigging,including the use of spreader bars braced lateral brace Diagonal bracing should be attached to die opposite side and multiple pick-up points,where required,is necessary to prevent of the same member requiring lateral bracing. damage during handling,tentative recommendations are presented in One satisfactory method is for the first truss top chord to be braced the Appendix hereto to a snake driven into the ground and securely anchored.The ground Thin bracing may be continuous or intermittent at the buildingbrace itself should be supported as shown in Figure 2 or it is apt to designer's option,however,it in recommended that intermittent spacing It is most important to brace the first truss at the end of the buckle Additional ground braces,in the opposite direction,inside the not exceed 20 feet,or twice the horizontal run of the diagonal bracing building securely All other trusses are tied to the first truss,thus the building are also recommended. 4 5 6 The ground braces should be located directly in line with all rows of recommended that continuous lateral bracing be installed within 6 arwlvs I to remdoevee top chord continuous lateral bracing,Otherwise,the top chord of the inches of the ridge line or center line and at approximately 8 feet to RIm, fifeet intervals between the ridge line of sloped trusses or center line of MEM howeveroes truss can bend sideways and us strainw the trusses to shift This shift, flat trusses and the eaves For double member trusses this spacing me.aerem"r ingslight, puts a tremendous of the eso at e addeds of the g •n°„`+ eu nanny bracing system,i.e.,,the weight trusses would then be to between laterals may be increased to 12 feet to 14 feet Diagonals, �i n car�nunes wet , any wind force or construction load such en bundles of plywood or roof located between the lateral bracing and set at approximately 45 egree ���.. wo angles,form the triangles required for stability m the plane of the top `/�{" �� shingles tending to tip the trusses overheavymayrequire closer spacing ��`II���1�..�� ^�'ooms chord NOTE Longe spans and to loadset ` '��'�.`� `i r" between lateral bracing and poorer intervals between diagonals :�.�-ry �j I`"'.��` '°r- .,..a. All nailing of bratiip, should be done be that d the bases should ,�, ��' ���\„� tend to buckle or tip, the nails wit loaded laterally. not In \�1��' 'er/ withdrawal, Figure 3G) illustrates temporary bracing in the plane of the top �, Lr. ` •"� ���� chord for gable trusses \\t `Ia♦l.—/�/ It is not recommended a scabs to the end the buildingto If parable,the continuous lateral bracing for the top chord should \I� ;,,, brace the first truss These scabs can break off or pull out,thus allowing be placed on the underside of the top chord so that it will not have to \ *� a total collapse. be removed as the plywood decking is applied.The trusses are then held \� - % As trusses are set in place,the builder or erection contractor must securely even during the decking process, apply sufficient temporary bracing to hold the trusses plumb, in It is equally Important for the builder or erection contractor to \ /alignment and in a seleaonditiOn until the permanent bracing,decking, install bracing in the plane of the top chord for flat roof or floor \�\ and/or sheathing can be installed Temporary bracing should be not less trussesThe use ofa similarbracing b than 2x4 dimension lumber and should be as long as practical forganern is recommended for all flat �\ handling The use of short spacer pieces of lumber between adjacent busses. Particular attention is directed to bracing at the end of flat Figure 31b) trusses is nor recommended,unless used temporarily in preparation for trusses as shown in Figure 3161 immediate installation of longer continuous bracing la feet minimum q Web Member Plane. It is also necessary to install temporaryinstalled at the same locations specified on the architectural plan for length).Temporary bracing lumber should be nailed with two double bracingin the plane of the web members. This bracing Ir Permanent bracing,and may become part of the permanent bracing.It headed 16d nails at every intersection with the braced memberg is usually recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If n s specified, it is Preassembly of groups of trusses,on the ground,into structurally recommended that it be placed at no greater than 16 feet intervals oe Ir va cam m,kev,si bracedcce units which are then lifted into place as assemblies is an ""' "'t.z "' along the truss length for roof trusses and 8 feet intervals for floor acceptable alternate to the one at a-time method. ro•eoom.m.." eves �we¢s"err trusses Mn axno„a rat Exact spacing between trusses should be maintained n bracing rs `�Z!a�!' .' Lewis w vitae diagonals It is not full rang necessary uor diagonal it recom a de thatmo- installed to avoid the hazardous practice of removing bracing to adjust s IB ''�=� n.no•o.�m.m ously for the full length of the building but is recommended that the spacing as sheathing is applied This act of"adjusting spacing"can a __I�y �7 xr..p.mr..mY spacing between sets of diagonal bracing not exceed 20 feet,or twice cause trusses to topple if a key connection is removed at the wrong '� — ��_• the horizontal run of the diagonal bracing,Rows of 2x6 Strong-backs --�'--'� , may also be used to brace floor trusses where diagonal bracinga time, tl\ `� ,I', impractical Figure 41a1 illustrates diagonal bracing in the plane of Truss bracing must be applied to three planes of reference in the S� web members;Figure 40b)illustrates the lateral movement that may 1� 1 a tea seem. occur if lateral bracing used without roof Fys[em to insure stability 1 Top chord{sheathing)plane,2.web . ",,, 9 is diagonal bracing. member plane or verticalplane perpendicular to trusses,and 3.bottom NOTE "�I �,', chord iling)plane. tn"eswn r. �\ e"'ne 3 Bottom Chord Plane. In order to hold proper spacing n the tap lateial Inca ruin..m>ur �, Qwnom.chord,temporary bracing is recommended in the plena of the 1 l'op Chord Plane, Most important to the builder or erection ems a ine —� timid bottom chord Continuous lateral bracing at no greater than 8 feet to contractor BI'branng in the plane of the top chard Truss top chords are TYw.iewvy 10 feet on centers along the truss length is recommended full length of susceptible to lateral buckling before they are braced or sheathed.It is Figure 3(a) _ the building,nailed to the top of the bottom chord.Diagonal bracing 8 9 FLOUNDER BAY T , L=15.89 ` N50°11'22"ER N57°00'00"E 4=22°45'31' R=40' 105.00 105C93 30, kl�. 105 • C o o 0' 14?° 00 k ti S6, N 18 0 0 °ol .. S,3 r, N it � r A Waterfront Dock ER p Mcn o, _ Properties 149` 44 z w, o $ n 80.00 j w. N57°00'00"E ul G 1 2dti y _ .-`_.LI II i Robert Horn ® = Concrete Monument {fad) a PREPARED FOR: 3010 N.W. Esplanade Dr. o= Iron Pipe (set) plop wAS\6 Seattle, WA 98117 1E 3 a�.9> SCALE: r r y* = 1 = 50 DRAWN BY: H.L.S. JOB NO. : 351-77 Ail. DATE: 1-20-77 APPROVED BY: J.J.V. ( DRAWING NO: " s /'/ at LsDESCRIPTION: Lot 18, Skyline No. 11, Volume 9, Page 79, ea.'r' -0/sTE kc i``' Records of Skagit County, Washington. 4"NAt (Ail Law JOHN J. VADAI & ASSOCIATES MERIDIAN; Phone: 293-7551 2701 Commercial Ave. , Anacortes, Wn. Per Plat