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2006, 12-28 Permit App: 06004974 Deck, Cover Project Number: 06001974 Inv: 1 Application Date: 12/28/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: 8"13`a.' Permit Use: REPLACE EXISTING DECK/ADD A COVER Contact: HAWLEY,JOHN P Address: 10916 E RINEAR RD C-S-Z: VALLEYFORD,WA 99036 Setbacks:Front Left: Right: Rear: Phone: (509)495-4524 Group Name: Site Information: Project Name: ..N:S.K"x:5�'##Sr%,d-e'er S'i,Aiw„�mr,�k,. :`-y»^t .a"1f VV"•y„....;=d4"C3 A, u3K r., W&; aW/ m 3f8d&"?i, tw-a"±,+k✓9.M'x+--1F3 �6`:?,1 `§::,^-a2rN�4`.RAe-si.. •' ••• Plat Key: 002748 Name: VERA District: Nort Parcel Number: 45154.1603 Block: Lot: SiteAddress: 13118 E VALLEYWAY AVE Owner:Name: HAWLEY,JOHN P Address: 10916 E RINEAR RD Location::CSV VALLEYFORD,WA 99036 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 11,406 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ~rte . . ra;n;«�. ,: u y Review Building Plan Review Released By. # I 3° 0 Landuse/Zoning/HE ConditionsReleased$y: 13149 Operator: JD Printed By: JD Print Date: 12/28/2006 Permit Center Ir L )rERMITNU1ER: t.�\�--�Li (l�ane 11707 E Sprague Ave Suite )� 1 � Spokane Valley,WA 99206 I ' f !_H_-_.:,PERMIT FEE: ����J (509)688 0036 FAX: (509)688-0037 OEC Community Development N'� '.spok_anevalley.org.coTnj(D L ' 6 �`� ff 1 (1 r- D) Lu I3 ft sU i I���� u Residential Construction ❑New Constru�ti ❑ Accessory Bldg Permit Application ❑ Addition/RemodelBeck ❑ Other: SITE ADDRESS /3//7 T t .,, /,y L,, y ASSESSORS PARCEL NO: 1f 5Y5 ys/G 05 LEGAL DESCRIPTION: Building owner .Contractor.- Name: 3---,,`.r /----., / "//2/4. Name: Address: /0 f/c A;A,-s,1,— //Q Address: City: (% ./4 , LL/fl Zip: 9f o 1 ( City: Zip: Phone: c16_. y y 5 Fax: Phone: Fax: _ Lic No: Exp.Date: Contact Person .. ... ,, // .. City Business Lic No: Name: .7e) 4 tr /7`t L,i /9. Phone: 3 f - ;9 7y-- Describe the scope of work in detail: Cost of Project: $ 2Sc 0. car ��� �%4 f',( ,77.,.:, �, c rc S Civ e.g. **************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: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: /4. O SF- 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 processed. Signature ��// i 9 ( tr Si - Date /2- ,27-:/ Method of Pdyment (Faxed permit applications will only be accepted with major bankcard) 0 Cash ] Check 0 Mastercard 0 VISA ❑ Other Bankcard#: Expires: VIN#: 7 Authorized Signature: , ,! REVISED 6252005 �j� ice, San dF OIr;'2 ne 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. . ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information EXHIBIT "A" The North 178 feet of Tract 126, Vera, according to the plat thereof recorded in Volume "0" of Plats, Page(s) 30, records of Spokane County, Washington; Except the West 168.02 feet; and Except the East 400 feet; and Except the North 10 feet conveyed to Spokane county for road purposes, by deeds recorded March 26, 1970, under Auditor's File Number(s): 479025C and 479026C; Situate in the City of Spokane Valley, County of Spokane, State of Washington. Tax Parcel Number(s): 45154.1603 Page 2 Order Number: 24270 . 4 I. • 27.69 1I 220.56 30 12 .... 1 I i r 1 , t 4 1/ øt ''' 4' -. ' 4 1. C ' 80 80 mommos 47 awmasa 14 7939 ad a de f ,,. , ,if, (i,t.. ( i ;.,, .,.. -7 ..:. . 1 LI 4. 1611 gh 1 -1 , c.5 k Yi 1 J I ':. O8!,246 )" 1801 1 4. 160344444 444 ..'`i 4.4 ,:;:i 4. 1609 "6- Eli col t't LA 0% t.ri N1641 4. 1604 I 1 C4. 1612 , , t , 4. 1613 IN} 7 di, 1 :.0 1 P # 9.64 '.58 . _ . ' 73. . Si ,.. 4.2108 . . i 8 A126.0i * . $. _ .,. 4.2106 4.2104 s,./-, v., .,1 6 ..P.• ,—, k x 0-1." ....., 5 -. Monday,Apr 03,2006 02:19 PM • OPEN RISER PERMITTED-41N. SPHERNOT PASS INI t THROUGH OR WHERE HEIGHT OP • STAIR IS LESS THAN 3o INCHES 44N.SPHERE CANNOT ` - FULL 98 IN,MIN GUARD PASS THRQUGH HEIGHT PER BELT. 83181 AT LANDING 94 IN.MIN GUARD HEIGHT PER SECT.R3113. 11111111138 IN.MAX FOR HANDRAIL PER SECT.R315.1 39• � P MAX.RISE 73/4 IN. 8-IN.SPHERE CANNOT to IN. 9 I PASS THROUGH r MIN RUN t 40'• -L r; VARIATION OF RISER HEIGHTS OR TREAD DEPTHS SHALL • NOT EXCEED ae IN. _ a; Ia; • I 11.4_.„.. Nollt OePM Ofa nt Miler ee Mm to lµ�7HE EIeT WPM VIWNMR,-. omen sHAPee VAIL ALIO WONT lH�OM&INV� OOIeAILVMiN11%eL PI10VIoLltOUrvAIWT pRAePMO anru TD7118 ,i, :P,a IFIE;CIRCIRAlIC110i. J CIRCULAR NANOMIL NONOIRCU AR NANORAIL, rye INuIADRAII • • • Siagane ..."Vaitey REVIEWED FOR CODE COMPLIANCE SPOKANE VAIII-TY TYJILDING DIVISION \ ROLL FORMED PANEL PANEL ROLL FORMED PANEL PANEL i.e. -- ,„, • FASCIA, ALUMINUM „2 V � I BEAM ❑R OTHER \ , �,, ���� STRUCTURAL HEADER �� �� V� I BEAM OR OTHER � � �`� ,�� ��� ��\ .:„TR, UCTURAL HEADER \� \ �\ I UNIT - POST \\ FREESTANDING SINGLE SPAN COVER . CIRCULAR FOOTING ...,.4- ..",.. 164 :.;•',-.,-- / POST • WIDTH MUST BE AT LEAST d : �_ 75% OF PROJECTI❑N FOR L '., . CUBIC '. FOOTING SINGLE SPAN ATTACHED V STRUCTURES d <� ALL HEADERS MAY ALL PANELS `_ OVERHANG 307. OF MAY OVERHANG • POST SPACING 30% OF THEIR WIDTH LEDGERBOARDCLEARSPAN • ,•' --- CUBIC FOOTING:00: 0.5' PER 12'"- MINIMUM SLOPE �A• �A � . „ MULTIPLE SPAN ��� �.�� ( HEADERS ARE ALLOWED �� \ PATIO COVERS ARE V � \ V� � �\ LIMITED TO 12' HEIGHT ��,AA� �A COMMERCIAL COVERS AND V Vim' CARPORTS ARE LIMITED001 VA� E PROJECTION \, TO 18' HEIGHT � � MrN .,;_ : .. 3441 (434 ..�.�• '. CARL ATTACHED SINGLE SPAN COVER :'' d ".!-• '•,.•.-:•-4:.•;. .; I MAY BE MULTISPAN \``--� \_'4M, o.,. ;; ... .. SINGLE SPAN 3.5' CONCRETE FREESTANDING UNIT n«�^ • a , ' SLAB (OPTIONAL) Eil 3.5' CONCRETE Y0" SLAB (OPTIONAL) METALS USA: ENGINEERING FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES imitimmume PAGES DRAWING SECTION DESCRIPTION mow "' 1 PAGE WEST01.DWG STRUCTURAL CONFIGURATIONS 1 PAGE WEST02.DWG GENERAL NOTES BUILDING PRODUCTS . 5 PAGES WEST03.DWG COMPONENTS/CONNECTION DETAILS WEST04.DWG WEST05.DWG WEST06.DWG WEST07.DWG 1 PAGE 1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS 1 PAGE 2.0 CONCRETE FOOTING OPTIONS NORMAL WIND AREAS 4 PAGES 3.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADERS 8 PAGES 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING STEEL HEADERS HIGH WIND AREAS 4 PAGES 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS 8 PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS 1 PAGE 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES � PLITN September 2, 2005 ��. 4-7 390oJ FCIST��E c4r`��d Pte' rsJnNn� �„ ;s _�. ----- FEB "2 2008 — 4"maaimum clear I• i _ Decking minimum 1� O4dv 36" -- ; , ;i a) t minimum 'i ir Decking ` '`t f�y4.1/4:•4 J,= 1 l w,V.t},_ �..1, v• tl1 Y,:0,, !.'1."1t- +}_. led er attachment muss be bolted through eximwn oa coater. Aar lisil ry1111 . •a name from edge of t ember to center of bolt -Ile to be 1 " mnim mium ,5--•. 11+: •i i l ; I., �' Glider Joist G f'. i•;,,.11,1,,,,' t,I t. �f/y �/di • Ada ;is /� •,.; If greater than 4'-0" 4; Hgraeltr than 4'-0^ nt-/ r r, provide a min.of I. pmvids•min.o! '' K of/'/►"' 7 7 4x4 biscuit past- If ast- 4x4 braces at post- ';` to-beam connections h lo•beam connections 5 'I Existing Dwelling Ai �y �L) Z i /o frf-A j6 :+ (Maximum Post +ip ' (Maximum poet j' i• Height shill not be .t= Haighlahailnotbe .�; f�°/g/(/ /Q �, :� name lean 10Tet) :1+ more than 10 feel) ..,• Height �. it tit: � ti' it •. r, • LI I^1 / • • jfj5 •11 F1••:�. f ,(�1 i 'U r �. IIMI • L� —ZJ� � I�LI I� •.!.w.r'i. b,,,01. �, aL • il- Post tail/';: s,1;! mal baseeap Ii1 Post&Beam Connection detail(interior condition) I s' P min.above concrete or post Cep installed per menulbalurar'a instruction .' 'j� provide heated wood 6"min til .� Pr a '""18"min. .r" Q, Minimum 20oQ psi Heelrseel minimum iti 1 24 1111 ,} '*;, CJf 7"minima +S 1`�. '.:,i;A . m..., ,eo : 1-.1.1-1: _J.___ r I- r a, 1 ;l m i�, Y 1 tJ 1 9, 1m / "1111.5111 ii 1 fay 1 d .. l• . "18"min.(4x4) Nuunl Orado__J . "1a,�"1' Two 1/I"diameter lag y .�-• I .J,'r' Knee brace `oF^— T mii.on m daylight `t+1^l.Zrr bolls lap and bottom typical t'' _._f". d Post&Beam Connection detail 1.�• alai basacap 6" ' not cap Installed per menuhqurer'a Instruction ty 1"min.above concrete or 1�'` iprore heated wood Ul wore 18"min.,"J� ^ .}'.l_.. verhax. ._.a..I (4x4) 1 • ,•••'l J �Overhang Il 161 i'`.�.� r. _+ ., ((•1, • Knee breve I• 'f' 6"minimum (.: t'{ r/ 1i1_' bt. �cY. :1. 1�T��9eam I000 pal concrete(minimum I•r:� Apr ; '•7— A.1141 t a; 3"minimum :�:. Y / 1 ' ••' r., 24"minimum - ie'min, 9x4 �}.�l t !:.....,P4Knee brace 'i;1 .� ' 11—(�' �_111,11‘1'*'! Two I/Z"diameter lag • Natural Grade � jq�*, bolts tap and bottom typical lZ�r Post�,�flt . AMMEMOMMMOMMIIMINIIMIlk c''' 24.00 1.420-I-I -0.500 0.650 �" 0.070 / 0.871--I ' C.440 3.292 •t /..{ .806 0,500-{ 1f I 1.000 0.920 - / 0.429 I '2.419 41' 75' / .440 60' 3.500 I 2.500 -0.600 0.300 2.460 I 8.300 \ I \ 0.806 l 0.444-4 ��''��jj 1_3.000 \ ' 11 a 6.000 3'x24' STRUCTURAL PANEL 3004H36 ALUMINUM 4'x12' STRUCTURAL VEE PANEL 2,5'x6" FLAT PANEL 3004H36 ALUMINUM 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL ASTM A-653 GRADE 40 STEEL NOTES: C L FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (SDS). 2. FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS. 3. 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'. 4. 105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12' " r___4.000-{ i I 1_3.0001 0.028 R0.14011 4.000 0.125-- 4' OR 5' 0.188-- R0.380 3.000 _0.032 ALUM 3.000 0.062 3.000 0.043 STEELI ® �. tail _L_ le- --L 0,125 X4'x4' POST -j 1'0.872 3' CLOVERLEAF POST 4' OR 5' SQUARE 0,075'X3'x3' POST 0,062'X3'x3' MAGNUM POST 3004H36 ALUMINUM 4 6063T6 ALUMINUM STEEL POSTS ASTM A36 6063T6 ALUMINUM 6063T6 ALUMINUM ASTM A-653 GRADE 40 STEEL 0.577 0.274 0.327 0.032 i 0.062 .� 9S740--1 3.662--{ , F-1.500 m F1,500743. 0.250 0.062 3.600}-{I j \� I I 4.100 1.299 3.1100 3.100 0.050 1.5' SQ TWIN POST '� 4.060 el \ tri0062 3.081 I 70 3004H36 OR 6063T6 3.993 I-1.00043 e �- 1'012 �1702� ALUMINUM '{1'702f" HANGERS FOR 4' PANELS HANGERS FOR 3' PANELS AWNING RAIL 6063T6 ALUMINUM 6063T6 ALUMINUM 6063T6 ALUMINUM H -1.005 EXTRUDED ALUMINUM CLIP P 34 0.640 ` R0.315 rMIN I LY 0.075 FOR 4' PANELS -R0.315 r <4 0.64p FOR 3' PANELS �j o 0 0 0 -0 o CA 6.110 6.110 f--I--I.375 5.110 I LI_.MIN t 1476- 5.782 - 0.055 1.915 0.0752.050 0.476 �- __ 0.075 2.050 1•toN aW f-3650-{ © J I- I 1 1.812 e o 0 0 0 0 0 0 2t 0.480 3.770-j ej 0.480-' 6' SMOOTH GUTTER ® 1--3,770--1I-3.442---+� 6' MAGNUM GUTTER 5' MAGNUM GUTTER 6063T6 ALUMINUM 6063T6 ALUMINUM 6063T6 ALUMINUM FASCIA SPLICES MUST BE WITHIN 12' OF A POST. ��. 6' MAGNUM SPLICE 6063T6 ALUMINUM .- 12 STEEL POST 2.500 [—I rT —15 0.750 0.400) —1f'0.125 — 7 F-3s°° —I STEEL C BEAMS ARE 12 —0.116 (0.105'), 14 (0.075') AND 0.125 I I 16 (0,060') GAUGE °7S0 7. 00 0.115 ,�, THICKNESS TC—I.4401 Zo.12s 4.000 0.085 2.500 I FOUR 3/8' BOLTS111111 12.000 f� 10.750 0 '-3.000—� ® �-4,000-�� , co 10.000 Fl i 4'x3' I BEAM 7'x4' I BEAM e 0 e 6.000 je 6063T6 ALUMINUM 6063T6 ALUMINUM watme69300 I LJ �0 L_—� 11 dT0.375 DOUBLE STEEL C BEAM STEEL C BEAMS ASTM A-653 GRADE 50 '0.625 6.625 ® 3.687 e E — 1.200-1-1 —11.7501— Illi FOUR 3/8' BOLTS I-1.000 1.000-1 4- 1.000 I I • -, • O 1.000 l___iJ �) �1/2' BOLT POST DETAIL (8 PLCS) • I • C • BOTTPORTION FLWAIO OR WA09 /// AT POST 0 32' FOR 7' I BEAM IK 24' FOR 4' 1 BEAM r IP 2—MIO SMS 8 EACH CONTACT I BEAM CONNECTION (ROOF PAN TO I-BEAM),TYP. 7' & 4' I BEAM SPLICES 6063T6 ALUMINUM LENGTHS ARE FOR FULL MOMENT SPLICES , A• SHEAR SPLICES (WITHIN 2' OF A POST) NEED NLY BE 8' LONG. AN ROW PANEL ALLOW BLE CONFIGURATION ISNATE BOLTS IN A }EXri TWO 3/8' BOLTS SINGLE LINE W/ 1.5' STEEL WASHER PUTA 4. OR 7' 1 BEAM 3441 LYNC ONE 3/8' BOLTS (434 (434 FOR d=31' FOOTING CARL TWO 3/8' BOLTS FOR d=39' FOOTING L,� _ , !..j -.:-_ I I 1I' ..- ww 3'x3' CLOVERLEAF n.r� HEAVY DUTY BRACKET STEEL POST , ALUM OR STEEL Seek 0 I BEAM CONNECTION `— „mt. =mom , iiMiiiMMiii=MMINNIMI ERCIAL AND PATIO STRUCTURES 24"Tri Vee Panel 4"x12"Vee Panel(Single Span Only) Viking 2.5"x6"Flat Panel Viking 2.5"x6"Panel(Single Span Only) ive Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure )ad Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C Load"Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C )sf) (in) 90 110 90 110 (psf) (in) 90 110 90 110 (psf)_....(in) 90 110 90 110 (psf) (in) 90 110 90 110 20 0.020 9'-6" 9'-6" 9'-6" 9'-6" 20 0.020 12'-6" 12'-6" 12'-6" 11'-4" ' 20 '0.020 9'-11" 9'-11" 9'-11" 8'-1" 20 0.020 12'-5" 10'-0" 11'-1" 8'-1" 0.025 11'-2" 11'-2" 11'-2" 11'-2" 0.025 14'-10" 14'-10" 14'-10" 13'-6" 0.024 11'-5" 11'-5" 11'-5" 10'-1" 0.024 14'-6" 12'-2" 13'-6" 10'-1" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.032 17'-9" 17'-9" 17'-9" 16'-5" 9:032 14'-4" 14'-4" 14'-4" 14'-0" 0.032 16'-0" 16'-0" 16'-0" 14'-0" 0.040 14'-10" 14'-10" 14'-10" 14'-10" 0.040 19'-2" 19'-2" 19'-2" 19'-2" 0.040 17'-2" 17'-2" 17'-2" 17'-2" 0.040 17'-2" 17'-2" 17'-2" 17'-2" Steel 0.018 11'-8" 11'-8" 11'-8" 11'-8" Steel 0.018 14'-5" 14'-5" 14'-5" 14'-5" 25_'., (1020 9'-8" 9'-8" 9'-8" 8'-1" 25 0.020 12'-2" 10'-0" 11'-1" 8'-1" 25 0.020 9'-3" 9'-3" 9'-3" 9'-3" 25 0.020 12'-3" 12'-3" 12'-3" 11'-4" 0.024 11'-1" 11'-1" 11'-1" 10'-1" 0.024 14'-2" 12'-2" 13'-6" 10'-1" 0.025 10'-11" 10'-11" 10'-11" 10'-11" 0.025 14'-5" 14'-5" 14'-5" 13'-6" (1032 14'-0" 14'-0" 14'-0" 14'-0" 0.032 15'-9" 15'-9" 15'-9" 14'-0" 0.032 13'-2" 13'-2" 13'-2" 13'-2" 0.032 17'-4" 17'-4" 17'-4" 16'-5" , 0.040 16'-9" 16'-9" 16'-9" 16'-9" 0.040 16'-11" 16'-11" 16'-11" 16'-11 0.040 14'-7" 14'-7" 14'-7" 14'-7" 0.040 18'-10" 18'-10" 18'-10" 18'-10" 30 v'0.020 8'-10" 8'-10" 8'-10" 8'-1" 30 0.020 11'-1" 10'-0" 11'-1" 8'-1" Steel 0.018 11'-5" 11'-5" 11'-5" 11'-5" Steel 0.018 14'-0" 14'-0" 14'-0" 14'-0" 0.024 10'-2" 10'-2" 10'-2" 10'-1" 0.024 12'-11" 12'-2" 12'-11" 10'-1" 30 0.020 8'-6" 8'-6" 8'-6" 8'-6" 30 0.020 11'-2" 11'-2" 11'-2" 11'-2" 0.032 12'-10'12'-10'12'-10' 12'-10" 0.032 14'-10" 14'-10" 14'-10" 14'-0" 0.025 10'-0" 10'-0" 10'-0" 10'-0" 0.025 13'-3" 13'-3" 13'-3" 13'-3" 0.040 15'-5" 15'-5" 15'-5" 15'-5" 0.040 16'-0" 16'-0" 16'-0" 16'-0" 0.032 12'-0" 12'-0" 12'-0" 12'-0" 0.032 15'-10" 15'-10" 15'-10" 15'-10" 40 0.020 7'-8" 7'-8" 7'-8" 7'-8" 40 0.020 9'-8" 9'-8" 9'-8" 8'-1" 0.040 13'-9" 13'-9" 13'-9" 13'-9" 0.040 17'-10" 17'-10" 17'-10" 17'-10" 0.024 8'-10" 8'-10" 8'-10" 8'-10" 0.024 11'-3" 11'-3" 11'-3" 10'-1" Steel 0.018 10'-4" 10'-4" 10'-4" 10'-4" Steel 0.018 12'-8" 12'-8" 12'-8" 12'-8" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 0.032 13'-7" 13'-7" 13'-7" 13'-7" 30 0.020 7'-4" 7'-4" 7'-4" 7-4" 40 0.020 9'-8" 9'-8" 9'-8" 9'-8" 0.040 13' S" 13' 5" 13' S" 13' 5" 0.040 14' 7" 14' 7" 14' 7" 14'-7" 0.025 8'-8" 8'-8" 8'-8" 8'-8" 0.025 11'-6" 11'-6" 11'-6" 11'-6" 50 0.020 6'-11" 6'-11" 6'-11" 6'-11" 50 0.020 8'-8" 8'-8" 8'-8" 8'-1" 0.032 10'-5" 10'-5" 10'-5" 10'-5" 0.032 13'-9" 13'-9" 13'-9" 13'-9" 0.024 7'-11" 7'-11" 7'-11" 7'-11" 0.024 10'-1" 10'-1" 10'-1" 10'-1" 0.040 12'-2" 12'-2" 12'-2" 12'-2" 0.040 15' 11" 15' 11" 15' 11" 15' 11" 0.032 10'-0" 10'-0" 10'-0" 10'-0" 0.032 12'-6" 12'-6" 12'-6" 12'-6" Steel 0.018 8'-10" 8'-10" 8'-10" 8'-10" Steel 0.018 10'-8" 10'-8" 10'-8" 10'-8" 0.040 12'-0" 12'-0" 12'-0" 12'-0" 0.040 13'-7" 13'-7" 13'-7" 13'-7" 10 0.020 6'-7" 6'-7" 6'-7" 6'-7" 50 0.020 8'-8" 8'-8" 8'-8" 8'-8" 60 0.020 6'-3" 6'-3" 6'-3" 6'-3" 60 0.020 7'-11" 7'-11" 7'-11" 7'-11" 0.025 7'-9" 7'-9" 7'-9" 7'-9" 0.025 10'-3" 10'-3" 10'-3" 10'-3" 0.024 7'-3" 7'-3" 7'-3" 7'-3" 0.024 9'-3" 9'-3" 9'-3" 9'-3" 0.032 9'-4" 9'-4" 9'-4" 9'-4" 0.032 12'-4" 12'-4" 12'-4" 12'-4" 0.032 9'-2" 9'-2" 9'-2" 9'-2" 0.032 11'-5" 11'-5" 11'-5" 11'-5" 0.040 10'-11" 10'-11" 10'-11" 10'-11" 0.040 14'-3" 14'-3" 14'-3" 14'-3" 0.040 11'-0" 11'-0" 11'-0" 11'-0" 0.040 12'-9" 12'-9" 12'-9" 12'-9" Steel 0.018 7'-9" 7'-9" 7'-9" 7'-9" Steel 0.018 9'-4" 9'-4" 9'-4" 9'-4" TABLE 1.4 TABLE 1.f. 10 0.020 6'-0" 6'-0" 6'-0" 6'-0" 60 0.020 7'-11" 7'-11" 7'-11" 7'-11" A Ls 11 0.025 7'-1" 7'-1" 7'-1" 7'-1" 0.025 9'-5" 9'-5" 9'-5" 9'-5" 0.032 8'-6" 8'-6" 8'-6" 8'-6" 0.032 11'-3" 11'-3" 11'-3" 11'-3" MT : iti 0.040 10'-0" 10'-0" 10'-0" 10'-0" 0.040 13'-1" 13'-1" 13'-1" 13'-1" � _ Steel 0.018 6'-11" 6'-11" 6'-11" 6'-11" Steel 0.018 8'-3" 8'-3" 8'-3" 8'-3" seauswavime wavawdowsism _•mum 111110111110111•111111i ' ok w �y TABLE 1.2 TABLE 1.3 tom ,' kNG UP TO 30%OF THEIR CLEARSPAN Putnam Engineering BUILDING PRODUCTS j yl 0 3441 Ivylink Place Mesquite,TX 75149 1 ; Lynchburg,VA 24503 (972)285-8811 .off 39660 ti� (434)384-2514 F(972)882-8818 74:1- ��CISTER ��carlputnamOadelphia.net 'SiP NALtirG` EXPIRES FEB 00e Page 1 of 2i • PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT Tr} 71i. Li r)ECT,UN CORRFOTIONS AVI_EWEiey DPUANCE SPOKANEVA ©ci,'�lI ;--w r 3 07 • VALLEYWAY STREET -161 . , ci i E. 1 31 1 8 VALLEYWAY I r\' I I' 1 , 1 1 1 1,1 1 / /e - 1 --- ,_ r C;1 r LS) 11 , 1 Y4b-0/ 1 1 EXISTING DECK i I 1 , , !i:' 1-.; "..' Iii, ..... 1 tX g -- ..... N -0 'Qk) I -a m ED 1 • /37/f- (1(4 //2. UP t D CK 16x 10' Existing deck to be resurfaced Kitchen-3x3 SL 3x2'6 SL Bedroom#1.4x4 SL BEDROOM DINING KITCHEN BATH 9'10 x 810 9' x8`10 8'10x8'10 f 5' x8'10 -1 GARAGE 12' x21' f1 - N SUP ii LIVING 14'6 x 15'2 r j-uP- --. MASTER BDRM 13'6 x 11'6 Livinng room 8x5 SH Master Bedroom 5x5 SH — --- — 36'— LIVING AREA 901 sq ft cc( , zey e.:2-c Ledger - bolt to existing rim jiost 4C /rp 1r O C- 16' I_ l - __- -71 111 H -- 514x6" TREX Continious I I I ii 10' 2x8x10 1619 00 r__.) --- -- - 4' Hi 1 it Ij ,., 1 UP II I' 1 .J'^+, � it I ) ____ _ 1 ___ _ --,, 1 i) _111.. 1 I co S-r T Fj E. c),-e ii<AD %Or F0oTiA G. p(t-S 36" Aluminum Hand Rail 1 w/Ballisters 4" OC continious down stairs 4x4 Treated columns - Lag bolt to rim joist - approved anchor @ base I 12" Dia concrete footing min 30" , I w/6" exposure - Typ. DECKS: Ledger board requires Y2"lag bolt @ 16"o.c.with flashing behind.Guardrail 36 in.high required if floor more than 30 in. above grade.Picket spacing no more than 4 in.apart.Posts require approved base and beam connectors.Min.24 in.frost protection to finish grade with min. 12 in. footing base.