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2006, 07-26 Permit App: 06002897 Addition Project Number: 06002897 Inv: 1 Application Date: 7/26/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: „f . _. 5,,.. .. .,. . Permit Use: ADD 3 X 8'SUNROOM Contact: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN C-S-Z: SPOKANE,WA.99037 Setbacks:Front Left: Right: Rear: Phone: (509)927-1190 Group Name: Site Information Project Name: Plat Key: Name: KOKOMO TOWNSITE(FEES) District: Sout Parcel Number: 45282.2402 Block: Lot: SiteAddress: 11416 E 19TH AVE Owner:Name: LEPARD,GEORGE&ANIDA Address: 11416 E 19TH AVE Location::CSV SPOKANE,WA 99206-2306 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,750 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By: Originally Released: 7/26/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 7/26/2006 By: Cdesimas Operator: AMB Printed By: AMB Print Date: 7/26/2006 Project Number: 06002897 Inv: 1 Application Date: 7/26/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: ADD 3 X 8'SUNROOM Contact: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN C-S-Z: SPOKANE,WA.99037 Setbacks:Front Left: Right: Rear: Phone: (509)927-1190 Group Name: Project Name: Site Information: , Plat Key: Name: Mange ircp11-c. District: Sout Parcel Number: 45282.2402 Block: 8 Lot://4_ Z . L 3 SiteAddress: 11416 E 19TH AVE Owner:Name: LEPARD,GEORGE&ANIDA Address: 11416 E 19TH AVE Location::CSV SPOKANE,WA 99206-2306 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 9,750 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By: �M -" 2 S. oto Landuse/Zoning/HE Conditions Released By: € -.1 7/Z. a/406' Building Permit Contractor: WRIGHT BROTHERS SUNROOMS Firm: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN RD Phone: (509)927-1190 VERADALE WA 99037 Operator: AMB Printed By: AMB Print Date: 7/26/2006 Project Number: 06002897 Inv: 1 Application Date: 7/26/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: WRIGHT BROTHERS SUNROOMS Firm: WRIGHT BROTHERS SUNROOMS Address: 320 S SULLIVAN RD Phone: (509)927-1190 VERADALE WA 99037 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 3x8 0 $10,000.00 0 $10,000.00 SUNROOM Totals: 0 $10,000.00 0 $10,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $72.50 Permit Total Fees: $258.25 Payment Summary �u.u. . � .... ._, .... .. . ,.__ ..._ AWAVer. ... ... . ... Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 7/26/2006 Permit Center SGi Okane 11707E Sprague Ave, Sui_ 96 L �' PERMIT NUMBER: a29 1 alle4,01000VSpokane Valley,WA (9 PERMIT FEE: Y ( 509 688-0036 FAX: 501 8-0037 CommunityDevelopment www.spokanevalley.orz.com JUL 2 I1, a S. i I l�1ir Residential Construction 1_?) l Nov 11oio ru ` o!n ❑ Accessory Bldg Permit Application rAddition/Remodel o Deck o Other: SITE ADDRESS I `i ( , E- (q It r U t ASSESSORS PARCEL NO: 5 2ErZ_L L(O2 LEGAL DESCRIPTION: Building owner Name: (- ( o cQ.e L 2 p a✓t Name: tAl v"k cf B i-o h-,tr( S.✓'oo,,v.( LCC, Address: ( ( L( 1 (p ( l A u c Address: ? L0 C- S v(,('I\c City: ' o kct,-„t. (V a,iG1 Zip: q 213(0 City: Spb k.c-LAL, J aCky Zip: 9 4(--)r3 7 Phone: 9 2-6, 'Z-°q to Fax: Phone: q Z7-l t rt c) Fax: q 27 -1.30 t Lic No: 1/11/ (2-L6 t-(-i3 s `! Exp.Date: Contact,.Person_. City Business Lic No: Name: Phone: Describe the scope of work in detail: Cost of Project: $ /o- °e-'° Add 3 ` k e ` !-oma Cuic S to (s 6j, **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: N�a 14 P AREA: 2 L1 00— FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: N A 7.1 P N(A PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER The permitee verifies,acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processsed.� Signature ALA/ ""'-'l, Date -it 2-bIC4 Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard ❑ VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 cITY OF ., u: e Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaltey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. O All header locations: type, size, and connections O Foundation plan O Insulation information ' 1 i 1 1 1 1 t 1 I i I i _ i : ; I ; iL: 731 2i II ! I I I • I I ., , I i !PLANNING DEPT. iNPPRQVED , I I \I !/ 1 OATE ' 7: 2 C,/''''' 6' i u(7 . Iii Ht I I 1 ', 1 k . e- : (ALI, NJ ! '! ' , ' , • ,i. I G r I I r T I l<---1 1y` (� • i I I ' I i I I I I i l' I I I j • j 1 I , I � I y 5 2$Z.2�{Di G'r 0/z6f/__ 4 PAr2� ' 16.t c u it `1,11 N N S I k'k / * ' . jai: ; 4 pcl'aA16 VALc G/)f- gr?- STRUCTURAL DESIGN CALCULATIONS & DETAILS LEPARD RESIDENCE — SUNROOM ADDITION 11416 E. 19TH AVE. SPOKANE VALLEY, WASHINGTON WRIGHT BROTHERS SUNROOMS SPOKANE VALLEY, WASHINGTON %:0, ,, ii" tki'" 1111 93 ` '— a'R �rL �� '� ` - a ' CAL - Wle EXPIRES 03-17.1' 1111 COLBERT, WASHINGTON PROJECT: LEPARD RESIDENCE - SUNROOM ADDITION STRUCTURAL DESIGN CALCULATIONS & DETAILS SPOKANE VALLEY, WASHINGTON WRIGHT BROTHERS SUNROOMS SPOKANE VALLEY, WASHINGTON DESIGN LOADS: MINIMUM LOADS PER 2003 INT. BLDG. CODE DEAD LOAD = 15 PSF LIVE LOAD = 35 PSF, ROOF SNOW LIVE LOAD = 40 PSF, FLOOR WIND LOAD = 85 MPH (3-SEC GUST), EXP B SEISMIC: DESIGN CATEGORY C ASSUMED ALLOWABLE VERTICAL BEARING = 1500 PSF 0.BO y6 ��o� wnsyo�cTO� yQ' oZ' ✓ co)r 44, DESIGN DATA ''ONAL EXPIRES 03-17- % ram rli COLBERT, WASHINGTON gO YO P‘4i4•%()t wnsycT R 17093�p ATONAL Exons 03-17- STRUCTURAL DESIGN CALCULATIONS II vs" r COLBERT, WASHINGTON • '•, ✓l. ( OJECT LD tom.+; - �/,-- SUBJECT kLia9m SHEET NO- ' OF PATE -3-11.14;42._ P.O. 130X I89 - I9910 N_ YALE RD. CALCULATED BY jj7T' " k5011I 50-)00 COLBERT, WASHINGTON 99005-0189 (509) 238-3216 FAX 238-3216 2� t q ) (AnYnsS: a00.1 I 4 --pc% LS?ST i VZ F- cwt- . sem Remik_ w -= ct(9-40c-p tSne0.1 (3 -5a 6 ) D`R -t Fev a,, c -S au s 5 U 41 toGro,s qs- ,rn (4E; Su,, J S $ Atebt5L, 6r, L 444.6/.0"45 c16 d - 1449 psfi 3 c oi,c . ce3' . k-i?- 0 it 1012FOUR SEASONS System 4E Sun & Stars . " diasUNRooms STEP 8: SURFACE. PREPARATION, RIDGE & RIDGE COUNTER FLASHING INSTALLATION (Cont'd) 8.5 There are two typical counter-flashing scenarios. The first is counter flashing to conventional construction the second is counter flashing to a masonry surface. 8.5.1 When counter flashing to conventional construction, tuck the flashing up behind the siding and tar paper or similar. Run the flashing down over the flashing tab of the ridge. Seal with caulking. Tool caulking to provide a good quality seal. See Figure 8-6. 8.5.2 When counter flashing to a masonry wall it will be necessary to cut a riglet into the wall. The riglet should be at least 1" deep and at a 10 upward slope. The counter flashing will need to be bent to fit into the ridge and travel downward over the flashing tab of the ridge. Seal the bottom edge of the flashing to the ridge and use a good masonry sealant to seal the top of the flashing in the riglet. Be sure the riglet has been cleaned and free of any dust. A masonry sealant must be used (supplied by others) and we strongly suggest following the manufacturer's instructions in regard to its application. Tool caulking to provide a good quality seal. See Figure 8-7. HOUSE 1 APPROX.1" EXTERIOR MASONRY---\ I TAR PAPER SIDING � SEALANT ° RIGLET OR \ BY OTHERS ANGLECUT SIMILAR APPROX 10' COUNTER ° ° COUNTER ' FLASHING FLASHING • / BY OTHERS ° BY OTHERS RIDGE CAULK (4GR) �� EXISTING RIDGE CAULK —� a � STRUCTURE (4GR) / � EXISTING �/i � I I I 0.5 MASONRY �, ° ° STRUCTURE I/� ii FASTEN RIDGE WITH �I %/ MIN.TE DW.STEEL ',, FASTENERS WITH ° 4 O ro,_ WASHERS(2)EACH COLUMN AND 16"O.C. r ° BETWIg EMBI O` ° •e SEPERATELY. _ ° IjJr' a ° (SEE FIGURE 8-3 FOR RIDGE CLIP) " FIGURE 8-6 FIGURE 8-7 Counter Flashing: Cony. Constr. Counter Flashing: Masonry IMPORTANT NOTES: There is no pre-fabricated ridge flashing provided with the System 4E units. All Clashing discussed in this section must he fabricated on site by the installer utilizing an aluminum break and coil stock. Special attention must be given to the ridge flashing on all units. The actual Clashing you bend on site will differ in shape and/or style from unit to unit,but the purpose is the same. "KEEP THE WATER ON THE OUTSIDE". Follow some general rules and the results will be effective. 21 .F % FOUR>S o SEASONS System 4E Sun & Stars MiSIUNS , STEP 9: STRAIGHT EAVE GLAZING BAR ASSEMBLY (For SLT Units Onl ) 9.1 For straight eave installation,the splice channel(HN 1006), is used to join the front and roof glazing bars. See Figure 9-1. 9.2 Insert the splice channel into the hollow of each front and roof glazing bar where they intersect with one another. 9.3 To fasten the splice channel, four#10 x 1 1/2" PPSMNS screws are used. For these screws, four pilot holes (11/64" dia.) must be drilled into the splice channel and four clearance holes into the glazing bar. See Figure 9-2. the eave will be secured with two#10 x 1 '/3"screws. One into the roof bar and one into the front bar. 9.4 The front and roof glazing bars are installed into the sill and the ridge following the exact same procedure as a curved eave installation. Refer to Step 11, Framing the Front and Roof. _ H-2026 IO x I 1/4 SELF -, TAPPING 3.TOP 3.BOTTt OM CNTT042 SPLICE AT BUTT JOINTS '�/ , \........_____ , 1\ \ \,_- 111 wl �0s \\\\.J2,\-"-;\ "\ WEEP HOLES \\ \`..r ` T ON CENTERLINES mom irliMhl �`\�FIGURE 9-1LUMINUM ALUMINUM Splice Channel I EAT SPLICE ---I-- HN10O6 131 H726 1Mb I r 1 M IMPORTANT NOTE: III 3ft units with one piece of glass in the roof may require glass to be installed from the side FIGURE 9-2 and slid into place SLT Eave Framing • AND/OR Roof glass can be installed into the ridge with eave attached afterwards. '_-•-•n When fastening great care must be rtwTMxIR "" _ taken as any contact with the glass may result C'TT66R Rin ENO PLATE In breakage. I OVERLAPS ONTOASO-0N) i __ OPTION.SCREEN BY OTHERS �` , T �s o 11711 pm X.% FIG UTTER , ,_r 1 4 ' THIS SCREW ON BAR 1 CENTERS ONLY' ,. TOGA ANGLES 2PL 1 1 II I ` 1\ FIGURE 9-3 SLT Optional Gutter ,„,,,,012, FOUR�SEASONS System 4E Sun & Stars STEP 8: SURFACE PREPARATION, RIDGE & RIDGE COUNTER FLASHING INSTALLATION 8.4 IMPORTANT-CLEARANCE LIMITATIONS ON RIDGE &SILL The System 4E built-in shade will allow you to install shades at anytime after the sunroom is completed. Finish wall and floor must comply with limitations outlined in the shade manufacturers installation instructions. See Figure 8-4. 8.4.1. When installing flooring, tile, wood,brick,closer than dotted line as shown in Figure 8-5. Do to the sills low profile you may want to set the room down on a raised surface, such as 2x4, so that the finished floor will fall at a lower point on the sill. II A SLOT CAN BEBCUT INTO THE BAR SHADE TRACK • TO ALLOW FOR ��` INSTALLATION OF SHADING SYSTEM t' -__._ •� LEAVE CLEARANCE TO AVOID INTERFERENCE WITH FINISHED WALL AND SHADING SYSTEM. SHADING SYSTEM PROVIDED BY DINERS NDTE PLEASE REFER TO YOUR SHAONG SYSTEM INSTALLATION INSTRUCTIONS FOR INFORMATION ON PROPER INSTALLATION ANO CLEARANCES REQUIRED FOR YOUR SHADES. FIGURE 8-4 Finish Wall Surface Limitations (Ridge) NOTE: USE AN ISOLATOR REMOVABLE TRIM —WHEN INSTALLING (SUPPORT BLOCKING BELOW) SILL ON A MASONARY SURFACE ric-7-71-amsomaim O BRICK CAN \ ►� 1 1/2' TES LACED THIS CLOSE. 11 j M•=f 3n8' BASE V, SEALANT TILE LAN BEEPLACED I T�CLE / 1/8- NOTE: FINISH ANY OPENING BETWEEN 3/8" SILL AND FLOOR MATERIAL UNIT WIDTH OR LENGTH WITH REMOVABLE TRIM MOLDING. PLUS 1/8',MINUS 3/8' FIGURE 8-5 Finish Wall Surface Limitations (Ridge) 20 • . i 9s74,11- FOUR SEASONS ® SYSTEM 4E SUN & STARS ROOM: • Lima- S U NR 0 OM S ENGINEERING CURVEDEA V ESUNROOMS INFORMATION EFFECTIVE DATE:6-02 LD BW GG XH I TS 2 SYSTEM 4E GLAZING BAR GLAZING BAR ROOF LIVE WIND SPEED(mph) WIND SPEED(mph) WIND SPEED(mph) WIND SPEED(mph) MODELS O.C.SPACING TYPE LOAD EXPOSURE EXPOSURE EXPOSURE EXPOSURE (psf) B C D B C D B C D B C D ... . ECLT-3' 2'-6 5/8" 4GB 240 200 180 160 200 180 160 150 135 120 150 135 120 ECLT-5 2 2'-6 5/8" 4GB 92 200 180 160 180 160 145 110 100 90 140 125 115 ECLT82 2'-65/8" 4GB 55 170 150 140 145 130 115 90 80 70 130 115 105 - 2'-6 5/8" 4HB - ' 77 190 170 155 145 130 115 90 80 70 130 , 115 105 ECLT-10 2'-6 5/8" 4GB 31 170 150 140 130 115 105 85 75 70 N/A N/A N/A . . - 2'-6518" 4HB 42 170 150 140 130 115 105 85 75 70 N/A N/A N/A 2'-6 5/8" 4HB 30 145 130 115 120 105 95 85 75 70 N/A N/A N/A ECLT-13 1 2'-6 5/8" 4GB+4RS 60 145 130 115 120 105 95 85 75 70 N/A N/A N/A 4GB+4RS 41 130 115 105 105 95 85 85 75 70 N/A N/A N/A ECLT-15 1 2'-6 5/8" 2'-6 5/8" 4HB+4RS 50 130 115 105 105 95 85 85 •75 70 - N/A N/A N/A - - - ECLT-3 2 3'-0 5/8" 4GB 200 200 180 160 - 200 180 160 140 125 115 150 135 120 ECLT-5 2 3'-05/8" 4GB 78 200 180 160 180 160 145 110 100 90 140 125 115 ECLT-8 2 3'-05/8" 4GB 46 170 150 140 145 130 115 90 80 70 130 115 105 3'-0 5/8" 4HB 64 190 170 155 145 130 115 90 ' 80 70 130 115 105 ECLT-10 3'05'8" 4HB 35 170 150 140 130 115 105 85 75 70 N/A N/A N/A 3'-0518" 4GB+4RS 65 170 150 140 130 115' 105 85 75 70 N/A N/A N/A ECLT13 1 3'-0 5/8" 4HB 22 145 130 115 120 105 95 85 75 70 N/A N/A N/A - 3'-O 5/8" 4GB+4RS 50 145 130 115 120 105 95 85 75 70 N/A N/A N/A ECLT15 1 3%0 5/8" 4GB+4RS 34 130 115 105 105 95 85 85 75 70 N/A N/A - t 3'-0 5/8" 4HB+4RS 40 130 115 105 105 95 85 85 75 70 N/A N/A NI, I NOTE 1: 13XH AND 15XH MODELS REQUIRE(2)AND(3)HEAVY GABLE MULLION BARS EACH GABLE RESPECTIVELY TO OBTAIN WIND LOAD NOTE 2:3TS,5TS AND 8TS MODELS REQUIRE VERTICAL RAFTER STIFFENERS ON ALL VERTICAL BARS TO OBTAIN WIND LOAD NOTE 3:EXPOSURE B-RESIDENTIAL AREAS,EXPOSURE C-OPEN TERRAIN AREAS,EXPOSURE D-AREAS WITHIN 1500'OF OCEAN 11a2411.4'. '."AT.4),14\ 4.3:?.11P;',, ,,,l.:". ..,,, /77.7.7,\ A...,-k.. i'r t% iW..V"n'i,:::2-t ,!,,,;::'"`;',I.i'''...` ,e-12.1="ft=1.3- P ' 1 4"«":!'.'1-P - - . f.--;‘-""""_A '4.1!"•.)* t ,Ammm -1. Nmgmtgri r As •• L'f,-`23155-f, ',-,-•••••••,--mr.„. ,. kt: rA/16-2N: ' ' i/ ' ' -"".'.....' / , t -1.7;Km--./F-tirml, ',V.'"'''",e- s'. — •/,'" - L'`../21,74- -, 1:;,:4•,,,,-/ '" <4,4,4". ,., I•,";4..........„;;',/ N:Fi.';',F.E.2,-,°, -L:;`,„::::e,?" Ni.',19.1..e, 44:41,-,<Z, 4/,::::.Z...$7 I,:.`..,_.1, "/ ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS .;',/-Y.X.'ilc,• 0010,1mo ,01 mut, rii IN, :s' is.e"Nr, ,,,_t,2...-t.D41,•, :. q 4+. `-*7'..\.-14, ‘,..."L.,,,,I,Ii ,,,eL,.„,, 'CI l',!.."--"!!., +,/,,-.-s,/.--.-I.-m, ,,;,•;•.4.Q4, 411 '''''' ',- 1 ..... ;.- ,...,::' V ''.'rs:::' •••••' "":=7:=1:'' 7-', .4' • il.Lla 4 , • .• S ...10/.. f( •'.7=' .'.. ..17"'. ..14#•-•.2:'''''.1.-.1''''''.'" . • t3/4.24-"" 4,... •iq . --!, ~ `f-: • ,....... :...; ,/ ,<,.. V,,i'... ,71' .<i _ 3 • o6..., •' ••., -'•',„•: L„.o. ' ' N ›, ••••--.--.... ..%••,•“: ''.:`";•iii!-(°.:' IOWA /UR 6 A S KENTUCKY LOUISIANA MAIN▪E MARYLAND...- MASSACHUSETTS MICRGAN MINNESOTA MISSISSIPPI MISSOURI 1717",, ,,,i,,--"--a----,0 fk,,, ,1.-..,--, . ,0",... . ,,,.'.•. .,. - er..1."''' t'.'.:"...' ..!::::.*. .., Olf A ',,,',,, .',.*"„,e,C-5.\ in .0'm 4, ,f,icrr,t,',,, 4,;:s.••••-•••.',. ( '!'-'.. k.. '''''' .7 1:: 4,::,"-,...!;: zia , , • ,,,";;_wriscarl,74, i• 4.,....4.1... .., :"'":0: A ;(7,:::: ....ci (.1/4...44,:i 7 ) I/50. •7:;,:•.1.!.1.- -):::::,,./: % Mit . __,,,, -,, ,r.,,,....-,.. AkilAIIIII.F; liNilar/,1 kg;AS!!!.;";.,:. j .(...„... 1- 4 0-.7 -. ',!4t.f.--,P-. ,..:r.-;? O.,"1 0 .,,,.............. MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JER▪SEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO OKLAHOMA =...,-"*":7-‘...,• .•::;,-,-Z,i,4,. •••22--..2-21-4.-- L.,...,,,, ---.A i 1 ---. '1 •p„, ,.-,. i..i...,=.. . r ).„) .. , . -,.. , 4---,,--44..-r-11-1-. 4.-1=72-' .b.::;..6• - ,,- . t‘,---g,.... i)ALUMINUM ALLOY FOR GLAZING BARS IS 6005-T5 :', .,,_: ‘., .-/- ,'1.),...,....d, 1•.••=.L..). :.."*...-• •-%,4,.. • NS.:••-•"%' "N'4,:•-•::*"''' ‘"••::Z",.....•'''- ' '":"" '`...." ..!,.t.'' ". ..7..._..... 2)DEAD LOAD OF ROOF SYSTEM IS 7 PSF OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTHeAROLINA SOUTH DAKOTA /....••F`-(7.:.;4'. -47:117.7` ), •%'"'V.., 4,5n---t.‘17\1 3)ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN ;"'.-3,1_:.'N .....-4:E.14,„ r'....a.'''•. . ,""="" . ir N-.. 4.-:.2-v...„ SEISMIC ZONE 4 . '•.4":":":41F--kj- % ';'"`"`""" % I Lx.mpuc,) '"'.; -- . F ...a/..4 : .'-' ., .d., W........77.1‘,....P.4. '','S''t l'''•,.'-''' '' "Carj"' .' At,''''-'-.1--'1.4% ..,!,..,Z '',' 4)A LOCAL PROFESSIONAL ENGINEER SHOULD DETERMINE THE SITE SPECIFIC ',L;tc"`!;.:•?.; 0'./ ' ''''' '. ').-.--';•)<"' LOADING AND PERFORM ANY ADDITIONAL NECESSARY CALCULATIONS.WHICH .....- • MAY INCLUDE.MINIMUM DESIGN LOADS REQUIRED BY LOCAL MUNICIPALITIES, TENNESSEE TEXAS UTAH VERMONT VIR.G.INIA WASHINGTON OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT etr"6".7%, ..e.;,••or:r.,,,,.. e'e......-'.\ ...se:x.7," 0`;.*:,?' STRUCTURES. 1..7 4:,.., osAN .....', ti. ' q,., .4.1j)„ I,: .". f. t...f. - 1., ..., _ 1 1/4/1.421. 5)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UF NZA,„.... -1---3-- \.... Ni6/ THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW 7.1 "4...«....;" tin.... CONSTRUCTION THE CONNECTIONS TO THE EXISTING AND/OR ANY NEW WEST VIRGINIA WISCONSIN WYOMING D C CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB,BY A LOCAL PROFESSIONAL ENGINEER. 6)ENGINEERS CERTIFICATION.I LAWRENCE FISCHER CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. FILE.ROFENG12CDR 110 .41)f,4 PROJECT L%7 y r,Cc SUBJECT 1(-)10 /131:411 t \ SHEET NO. 2" OF �_PATE . '7 L�t(t P.O_ 130X 189 - 19910 N_ YALE RD. CALCULATED BY` "i_ P. j____ COLBERT, WASHINGTON 99005-01E39 (509) 238-3216 FAX 238-3216 8 TL etorTnet, Fv u'Z.. tO 31 Auh(4. C:►4 > ?- 6i - k? �= S UP.gj- -� i z-' s z) = S 7>t, OU- - -Y-z- (3 t)4 -1 46. = cc Lp- �� Fo (Lopot tiA acs C2) 2•‘,4,S% = 3S9 Ps( Crest I e0 as (gap og (1)°Y Fo-A-c• AA_ S�2 pv 'ewt .. G t c c J = • ( (f ��- - Roof/Floor - Transverse Loading LOAD DESIGN CHART #1 .., (SEE SPLINE DETAILS SIP-102, SIP-102g) R-CONTROL1'STRUCTURAL INSULATED PANELS 7/16" OSB THICKNESS PANEL SPAN EPS CORE THICKNESS I3 1/2"CORE 5 1/2"CORE 7 1/4"CORE 9 1/4"CORE 11 1/4"CORE IDEFLECTION L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T R 4'-0" 65 801 801 89 122' 122' 92 1361 1361 107 1361 1361 104 1361 1361 A N S V 6'-0" 40 531 531 58 811 811 64 961 961 75 961 96' 73 961 96' E R S E 8'-0" 28 40' 401 42 611 611 51 761 761 61 761 761 60 761 761 L 0 A 10'-0" 20 30 32' 32 48 491 44 641 641 54 641 641 55 641 641 D , (SP) 12'-0" 40 561 56' 51 561 561 55 561 561 [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE(3). [2] PLEASE REVIEW NOTES ON PAGE 3. Note- SpI'l.ne to he of material corforrrhng to '- 110 1152 12, min thickness equal to the panel skins. ft i i ,t E t tt tt.+ '' tt 4 + ` r + tjo1 Do int of ;2,64 y 7+ F i R,0-(.',,77' -r t na�.,,srt i S r• 1r..i _ - +- a. i -11, t'1 2- 1 co nnu.fs i- 1. '11 'I• }— .`Y -I.'t. t A P 11F P e t !J _ �7 t �- ♦ } + {.-..+ 7 :::x t * #-_.a J 1 t :.:_.4ffiLJ - f4 ...I ii R Control -- t Spire Ream. / Do- Ply / i h s.-.te- both / _ e es saP a .•t e ea_r :Those, , _tory electrical chase.-- _-'' hi' tom .-_. r V \ Do--! Ply 1 4 F—� +each a top & b t�..1. ' -R t o If \ 2. 1 t-tom , T • } t- + � 1 t -+ Y . 1 } 4--44 t taster: w.th rodj w L1 Fasten t d r s d ' '.4 cin t 1/21' stop:esr.___. 14 a. ., tap.es C. t both sides of 0 6 n: bath odes of Note pane ant {idly ent. We_ pane jowl eauva er t ap r ,-r t r e-ommecded YP ca each side f1: Punel. Jape- retarderon Typical each ode of -are,. 1,11P, interior f pone! *her aft' interi,, of panel hen o a!ed t y :deo rt:: SECTION/PLAN m' 'fdtetd by e °!'` SECTION/PLAN d:e;r, .Gn.1 t onS.crde. NTS Opeeted 5-f--Ye .cola YtS trot5 feed --99 ® f':ne- • BOYDSTON ENGINEERING Title: LEPARD RES Job# P.O. BOX 189 Dsgnr: SAM BOYDSTON Date: 8:24AM, 18 JUL 06 19910 N.YALE ROAD Description:SUNROOM ADDN SPOKANE VALLEY,WA. COLBERT,WASHINGTON 99005-0189 Scope: MISC.STR.ELEMENTS (509)238-3216 FAX(509)238-3216 Rev: 580004 — — — Page 1 User:KW-0601807,Ver 5.8.0,1-Dec-2003 Multi-Span Timber Beam (c)1983-2003 ENERCALC Engineering Software vse.ecw:Calculations Description OUTSIDE SUPPORT BEAM General Information Code Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined li Douglas Fir-Larch,No.2 Fb:Basic Allow 900.0 psi Elastic Modulus 1,600.0 ksi All Spans Considered as Individual Beams Fv:Basic Allow 180.0 psi Load Duration Factor 1.150 Timber Member Information 1 Description Span ft 8.00 Timber Section 2-2x10 Beam Width in 3.000 Beam Depth in 9.250 End Fixity Pin-Pin Le:Unbraced Length ft 0.00 Member Type Sawn Loads Live Load Used This Span? Yes Dead Load #/ft 45.00 Live Load #/ft 115.00 Results Mmax @ Cntr in-k 15.4 @ X= ft 4.00 Max @ Left End in-k 0.0 Max @ Right End in-k 0.0 ft):Actual psi 359.0 Fb:Allowable psi 1,138.5 Bending OK Shear @ Left k 0.64 Shear @ Right k 0.64 fv:Actual psi 28.1 Fv:Allowable psi 207.0 Shear OK Reactions&Deflection DL @ Left k 0.18 LL @ Left k 0.46 Total @ Left k 0.64 DL @ Right k 0.18 LL @ Right k 0.46 Total @ Right k 0.64 Max.Deflection in -0.047 @X= ft 4.00 Query Values Location ft 0.00 Moment in-k 0.0 Shear k 0.6 Deflection in 0.0000 BOYDSTON ENGINEERING Title: LEPARD RES Job#- 'P.O.BOX 189 Dsgnr: SAM BOYDSTON Date: 8:24AM, 18 JUL 06 19910 N.YALE ROAD Description:SUNROOM ADDN SPOKANE VALLEY,WA. COLBERT,WASHINGTON 99005-0189 Scope: MISC.STR.ELEMENTS (509)238-3216 FAX(509)238-3216 Rev: 580006 Pae 1 User:KW-0601807,Ver 5.8.0,1-Dec-2003 Timber Column Design g (c)1983-2003 ENERCALC Engineering Software vse.ecw:Calculations Description SUP POSTS General Information de Ref: 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined i Wood Section 4x4 Total Column Height 6.00 ft Rectangular Column Load Duration Factor 1.15 Column Depth (along y-y axis) 3.50 in Fc 1,350.00 psi Width (along x-x axis) 3.50 in Fb 900.00 psi Sawn E-Elastic Modulus 1,600 ksi Douglas Fir-Larch,No.2 Unbraced length for"y-y"axis sideways deflection 6.00 ft Unbraced length for"x-x"axis sideways deflection 6.00 ft Lu XX for Bending 6.00 ft Loads Dead Load Live Load Short Term Load Axial Load 180.00 lbs 460.00 lbs 0.00 lbs Eccentricity 2.000in rSummary i Column OK Using : 4x4, Width= 3.50in, Depth= 3.50in, Total Column Ht=6.00ft DL+LL DL+LL+ST DL+ST fc:Compression 52.24 psi 52.24 psi 14.69 psi Fc:Allowable 892.70 psi 931.22 psi 931.22 psi fbx :Flexural 179.13 psi 179.13 psi 50.38 psi F'bx:Allowable 1,350.00 psi 1,552.50 psi 1,552.50 psi Interaction Value 0.1391 0.1241 0.0331 Stress Details Fc:X-X 892.70 psi For Bending Stress Calcs... Fc:Y-Y 892.70 psi Max k*Lu/d 50.00 Pc:Allowable 892.70 psi Le:Bending 11.04 ft F'c:Allow*Load Dur Factor 931.22 psi (Lu-xx*NDS Table 3.3.3 factor) F'bx 1,350.00 psi Rb:(Led/b^2)^.5 6.152 F'bx*Load Duration Factor 1,552.50 psi Min.Allow k*Lu/d 11.00 Cf:Bending 1.500 For Axial Stress Calcs... Cf:Axial 1.150 Axial X-X k Lu/d 20.57 Axial Y-Y k Lu/d 20.57 �► r PROJECT 1 ,0r, IZs SUBJECT 500 lien3Y/N SHEET NO_ 3 OF (DATE 111 P.O. E3OX 189 - 19310 N. YALE RU. CALCULATED t3Y COLBERT, WASHINGTON 99005-0189 (509) 238-3216 FAX 238-3216 A Cro'6Z c 6 44.0 cr icTzAA,6 S Pt> 6-12 1 J 0.BOYO ofwAsi,1`rj0 hip Ao� . ,cam 16'�` k 17093 E'G1S1 ti ,4V- `�'ONAL EXPIRES 03.17- STRUCTURAL DETAILS COLBERT, WASHINGTON I i 1 1 I I 1 I I 1. I I I1I I I I , , , 1 , ' I I I I I I I , I ' 1 I V , 1 r I irk ,_ I I I 5uA//</•/11 A`�) ,nQiU , I f , ► . ' I d / I I i0 i . I . r I j I I I 11 I I ! I ! i • I I r ! 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I _.—..-- —_ • it -"Vim i'_<____.__ , . _ .. sqnry v, 2 ki9- Zfrek vai- o e--- E - . — 1 vXv WV'prr,s 5y-t_i53 1r (17nS 3 - 3 0 y'5/ 6kacii Fp (s C wt "W, TZ,do GLA- 5_57 _ 4' G' /1 I, li'�5'fl G� SS a _ f' Z a6 A6-1 S_A/ tti 4_0 PROYIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AiND'' FLOOR SYSTEMS PRIOR TO FRAMING WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS -REOUIRJNWAAPERMfT1CUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED 04 EXISTS DWELLINGS. THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALAHMADCANDISQED rpt few __ DWELLINGS. $2oira s -piste E 7 5 F - 's rr —C 6- L- -`"� v/ Y:. K ,mac/a ,3/';A i—. 167/0 flfo d 4 / 7— GE /f�� kh- jz L')4 992