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2005, 10-25 Permit App: 05003849 Metal Bldg Project Number: 05003849 Inv: 1 Application Date: 10/25/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: _- Permit Use: 25 X 38 METAL BUILDING Contact: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E C-S-Z: SPOKANE VALLEY,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)926-3544 Group Name: Project Name: Site Information: ,-,m3ASOM ' 'AfOR-r ments,p,--rmaxmo.,,-"'"VentERE,L4-, -4 WRINIMIgr*-", Plat Key: 000000 Name: unknown District: F Parcel Number: 45154.4201 Block: Lot: SiteAddress: 13606 E VALLEYWAY AVE Owner:Name: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: Lii Area: ;,346.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: 4alm-4,-umaintmemommingst- i-,Agmeav- :„Itimommomvingstmenwese Review Site Plan Review Released By: Originally Released: 10/25/2005 By: mturbak Plan Review Released By: , Originally Released: 10/18/2005 By: TMELBOU Septic System Review Released By. PER STEVE HESS VIA PHONE-10/25/05 Originally Released: 10/25/2005 By: mturbak Permits: WIIMUML!"'",,`,FISIENVECrpaur ,4=M44°1-, • ,Operator: CJJ CJJ Printed By: MT Print Date: 10/25/2005 10/19/2005 12: 34 5093241567 SRHD EHS PAGE 02 OCT 18 2005 1134 FR TO 3241567 P.01/02 1 f Project Number: 05003849 Inv: 1 Application Date: 10/17/2005 Page o2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 12 eketjafarmatigs:. ..... .......... .................s.wi.........0., Permit Usc: 25 X 38 METAL BUILDING Contact: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E C-S-Z: SPOKANE VALLEY,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)926-3544 Group Name: Project Name: S'ir:e information.t . . .gan.m•ampmn..vduao*Frae Plat Key: 000000 Name: unknownDistrict: F • 'Parcel Nurnber: 45154.4201 Block: Lot: SiteAddress. 13606 E VALLEYWAY AVE Owner:Name: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Watcr District: Hold: E Area: 1.,346.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 IlevioyjaLoymaeion: ,,, , .... Review Site Nail Review A04.4-iflt„.,;.'(',,.'.,.,'.; ' '";;;I:e,.•''•-:'i'''-7,'.--s.1.', ..1)il,,0•',,•Nifit. ','"•,., ..1 • Pian Review 1,,,,,,it :..,_, ,,:.,:„0,.!,:'A, ;.'„,,:-:0 4 ",%.,f,,i.:4;•h:,c44.1.-"iii-4, :, 1 ..--.-----.- . ... Septic System Review ;MP1104iif';'..: '.-- . '' •.' ,:.';',:4!--.:' ,',•.:P..,,,/,'tii';:f;.-ks;.;., . .. } ___...._..:::., ... .. utfousiVorMagirma .._. - Building Permit Conuactor: OWNER Firm: OWNER Phone; (000)000-0000 OPerator: CJJ Printed By: CJJ Print Date: 10/1712005 OCT 19 2005 13:47 5093241567 PAGE.02 Project Number: 05003849 Inv: I Application Date: 10/25/2005 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB DETACHED 950 $18,050.00 950 $18,050.00 GARAGE Totals: 950 $18,050.00 950 $18,050.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $307.25 STATE SURCHARGE 1 SELECT $4.50 Permit Total Fees: $311.75 Notes: - Payment Summary• Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $311.75 $311.75 $0.00 $311.75 $311.75 $311.75 $0.00 $311.75 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: CJJ Printed By: MT Print Date: 10/25/2005 Project Number: 05003849 Inv: 1 Application Date: 10/17/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 25 X 38 METAL BUILDING Contact: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E C-S-Z: SPOKANE VALLEY,WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)926-3544 Group Name: Site Information: Project Name: Plat Key: 000000 Name: unknown District: F Parcel Number: 45154.4201 Block: Lot: SiteAddress: 13606 E VALLEYWAY AVE Owner:Name: SCHMIDT,MICHAEL Address: 13606 VALLEYWAY AVE E Location::CSV SPOKANE VALLEY,WA 99016 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: !,346.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review I . l i Site Plan ReviewAirReleased By: f ` /1 ,6 Plan Review I i 1© I V J [-eleased By Septic System Review R leased l P y I e By: Nvit4A, ( ) \Zr Permits: ._: . OH0 :_ W. --_. ter. . .x, g4 � r Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: CJJ Printed By: CJJ Print Date: 10/17/2005 Project Number: 05003849 Inv: 1 Application Date: 10/17/2005 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: - mob...... .. m w,, r- $n v.. .m... Payment Summary: : � smoszczr 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: CJJ Printed By: CJJ Print Date: 10/17/2005 Permit Center ,, CITY( m� 11707E Sprague Ave, Suite 106 , _ 0: Spokane ��sa Spokane Valley,WA 99206 ( �� \� !. �'�E ��E ��" �� .., � 40000 Valley (509)688 0036 FAX: ( := .8w n \�E \\ �..! ,l -1 Community Development www.spokanevallev.org.•,• '1 1'- Residential Construction �- o New Constn>rnctio�n %'Accessory Bldg Permit Application \\- r Aa ition/Remodel o Deck ❑ Other: SITE ADDRESS ./�6e)Q �/ /� ,/(/ ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner: r 3. t, `_ Contj.ractor*k. :,. Q- I �j,. L f 1746..c5C'_l rvtAj Name: Name: �i(►, '' // Address: /L3 v Q ' F /Fy eti/1, Address: City:. �10,19t .Oia4/'r Zip: ?S 27 7 City: Zip: Phone: 5?) -1o16-1.33-"qyax: zSr2j Phone: Fax: Lic No: Exp.Date: Cctsol ,f.,—. .. , City Business Lic No: Name: 5 ia-yr?� Phone: D w,, -f-vn..£ Ct✓� 13 —5 32,.3 'faDescribe the scope of work in detail: Cost of Project: $ /8 esA/riCiv(,t V©old d N i`/5 - ,e' /4 /ii ,/,4/(_ /1iev,/ ,,75 or1fy!_ Si4 **************The following MUST be compl . write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS. 4, .3 t�•#OF STORIES: TOTAL HABITABLE SPACE: I -e- MAIN FLOOR TO SQ. 2 FLOOR Q. FTG: UNFIN BAS MENT SQ. FTG: IMPERVIOUS SURFACE 4.Ey:,11.91e.g.,<: ,....-- , AREA: BASE ENGARAGE SQ. FTG: DECK/COV.yP�TIO SQ. FTG: 30% SLOPES ON FINISHEDQ "%0- PROPERTY: SQ. FTG: ��'¢ #OF BEDRO MS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR,SEPTIC? DISCLAIMS 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 procey , /��-A� Date /e9�ls�� Signature - Method of Payment: (Faxed ermit applications will only be accepted with major bankcard) 0 Cash ,Check 0 Mastercard 0 VISA0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8125/2005 �, Permit Center S e 11707 E Sprague Ave, Suite 106 r ]��e Spokane Valley,WA 99206 • _ 40000Valley (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org.corn Community Development • Residential Plan Submittal Minimums ❑ Completed Building, Plumbing & 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: D 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 • O Insulation information 10/18/2005 19:34 FAX 18282644227 12 001 r r j/ •� A n' i s TM 355 Industrial Park Drive • Boone • North Carolina • 28607 National Toll Free 1 -800-405-7501 October 18, 2005 Tom Melburn Spokane Valley, WA 509-688-0037 Re: Mike Schmidt Steel Building 13606 East Valley Way Spokane, WA 99216 This is to confirm that the steel building purchased by Mr. Schmidt that originally was 34'5" in length has been changed to 38'5" in length. It also is approved and conforms to all loading and necessary requirements needed for the Spokane, WA area. Sincerely, .41 olio 4I .► D. O1'..'er /.S. Buildings Engineering Dept. OCT 13 2005 17:53 18282644227 PAGE.01 10/19/2005 12:34 5093241567 SRHD EHS PAGE 01 ' . •:i : . • � ii" - -�- — ,L , c/!i'l) 5 .• . _ �-_� i___ _ _ ___ _ _ _ ___,_____ 0 . . , , ,....._____k i.,. ., ,... ''s L. - -- i1 S ,. *AP -sr._ re, —.. 4 . VA 4 43(.4 1 c1/V . 4'.1,1:- .. ___ _... .. ... . , .. .. ....-.._ .--- _. , • 0,,. r t 3) Q . .) 2 vl / -•f-- r V f- / / i% i . • -. i. <. 442. J 1 �i f' I ' .1. ' 447 e57, /t'ef? fJ.Vie..,_ • • • `�iA _-_.1' . P..0 `5Y7__./�A 'L=�3 _—4),c.okeL� �c1?-+I-Vtr . . • . .. .. .ren^-'-"t:.«r,•-- —�. .�.�...r..-...--....- . .... . .... OCT 19 2005 13:47 5093241567 PAGE.01 C'X ——1VZcrpfascci_ SSC G s t A6ctA 35( 1DLn (17 E./I& 6'' i g 7 7F/ 6014/ r n - li I T -1) D Lit (] �� - D Q• • • ,•• • •_ 11 II': • ''' ';I ! S I • • • • • .' 2 1._-___ ___:_— ___,_-- -- „.._, =- 1 -38'-- i - — , I II • - A T B T i it • I -- ''' o I 1 .4„1.25'o a o 10" - -- -- _I - I �, EXPANSION BOLTS ACCEPTABLE A -•.. C `—� --I — t t 0 • w • r —#3 stirrups®18"CTC = m „' I C 70 4_l(4'. 4- 2" THREAD - A li'' a-1 z SEC A-A T(MIN.) 7 AW1-1 CONNECTOR ENcwALL CONNECTOR } m T. 1./2-yl A307 --- ., ,I a- �eN�e —111, l p 0 ,V /"\ m; O a ANCHOR BOLT DETAIL ire pie..; I,-s e• - 3.75.,5., m SFC B-B cFG q..q - .J•.-' ,- 1 1 t y SLAB OPTIONAL AT CUSTOMERS DISCRETION W.W.F. 4" (min) m 'A 4 ANCHOR BOLTS REO'D - i- _ I x xl a CORNER DETAIL - CHANNEL CONNECTOR ,'� L 41-5/9" }___12" . - - #3 stirrups @18'CTC = : -{ [ o 4-#4'. o ;- 10" SEC B-P 3.75" °I� l �: III Ij iI 12.5" ( 3,9 j Bolts at 12"staggered spacing B Ir 2.5"f J I� ____..__.__..__._....__..__._'� , t - rrrrrr rrr I LENGTH OF CONNECTORS • GENERAL NOTES FOUNDATION NOTES ARCH PAULA DATA ENDl4ALL PANEL DATA DESIGN DATA IN ACCORDANCE WITH AN1111/A1-11,T.-98. __ LEGAL ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH NOTE:THE FOUNDATION ON THE DRAWING IS A SUGGESTED - -- (IE EGUIPOED E Ai- NOTE u S, Buildings ?.1!NIM I:M ROOF LIVE LOAD(PSI) �j Any tl tor.of this(Rowing in canoe or n part-s strictly THE REQUIREMENTS OF THE LATEST REVISION 0. THE SOLUTION ONLY.CHANCES MAY BE NECESSARY DUE lore-da Anysr- - - •„ecuted under IAO lull /�� IDT,2 .\-- 1?THE U IIDATIONRSHAL BENFOUNDEDTON NDURALS ✓g'WIN:DGVF DCND II(MPH)W LOAD -- C� �- extent of Ir ` . (r__._...„...„, Industrial Park Drive Boone,NC 28607 : Lr 355 C T 7 WIT',, Ifa • V�� REVISIONS: AS I A ,I 93. 050 STORMED SOIL CAPABLE OF SAFELY SUSTAINING SEISMIC ZONE =w \ / y,n,1 Y' E - tR ',^VA dilitfr DRAWN BY: APPROVED B I I:%/M TIER LOCO PSP.THIS SHALL BE DESIGNED TO FULLY RESIST / 2. NO LOADS OTHER THAN THOSE GIVEN UNDER"DESIGN ALL ROTATION AT THE BASE OF THE ARCH BOLTS: 5/16" x 18 x 3/4" GRADE 2 SAE OR ASTM A307 2q c/c A SCALE: N.T.S. CHECKED 6Y N-,_E::.'...K..E'z DANA"BELOW SHALL BE IMPOSED ON HE"STRUCTURE.. /'^ •s 2.SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED STEEL ROOF PANEL GAUGE _ -GA I � •/ vJ d - 3. THE STRUCTURAL DESIGN 0,THIS BOLDING 15 BASED ON SOIL CAPABLE OF SUSTAINING 1000 PSE WITHOUT _ �/J DATE: ORDER N0. (n� ,y pp ASSEMBLY IN EXACT ACCORDANCE WITH ERECTION PIANS APPRECIABLE SETTLEMENT STEEL EAVE PANEL GAUGE _ /'GA J.,. ll 2 H-�41 STEEL SIDEWALL PANEL GAUGE _ 22GA A INSTRUCTIONS.FAILURE TO FOLLOW THESE PLANS 3. A PROFESSIONAL ENGINEER SHOULD BE RETAINED / '� rn J �p STEEL ENDWALL PANEL GAUGE = 2:'GA / [[ rG:// y,�{{'}[ SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. WHERE SITE CONDITIONS WARRANT. GALVALU ME SHEET STEEL I I ,e- /O r CUSTOMER MIKE SC H M f J I e l 4. BUILDING MUST BE GROUTED IN PLACE ONCE THE ARCHES DESIGN DATA (MATE.RIALS) STRUCTURAL.DUALITY ASTM SPECIFICATION A792-94 7-:/2" i Property ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL 55%ALUMINUM--ZINC ALLOY(HOT DIP COATING) <1.- R0030607� /• Address 1 3606 E VALLEY RD LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE 1. CONCRETE 'c-2500 PSI W 28 DAYS,AC''. AZ55 c�,.�q �l.Fl,�,F><- Oily'Stole Zip IF NOT FULLY GROUTED ACCORDING TO INSTRUCTIONS. 2.REINFORCING STEEL GRADE AG,Fy=40 KSI,ASTM 0518 ASTM A792 GRADE 50 I 18•• -1---T-i. A V`S. StIG S P CA KA N E W A 99216 5. GROUTING NOT NECESSARY IF USING INDUSTRIAL ARCH 3. N'Vl.F .y 65 KSI ASTM A185. 50 KSI MINIMUM YIELD f'/ Ml �( CONNECTOR. 4. CONCRETE MIX SHALL CONTAIN to/SY FIBER REINFORCING 65 KSi MINIMUM TENSILE ��O'`� MODEL: QW A_25'W x 1 5.781 3'H Ie r a1 ;Arime nt —_-- _._._._rEXPIRES *-711:1, t /I ' QTS"- 3�\ ___AAAA_. _ 1IIT1II '' _-7`\\``\\\ _. • • • C Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. H S '` II il ii— II 70,. d 10" III r rB T ° ° 4_1.25 ° ° = 1 —� A A s .s'' - I--E IT TI I- , .____—_—__ _ t EXPANSION BOLTS ACCEPTABLE + - - < 1�- 'I. _ 'r� —#3 stirrups @1R"CTC = rE / _ ` �- O 4-#4" < T �� ( 10" SEC A-A „ 2 (MIN.)THREAD 1_A ' A = z v ARCH CONNECTOR ...CONNECTOR } 5 8, 1/2"f1 A307 ---C--- n �I I v L i Li III „ 4 Lf: CONCRETE `�' C N Il II d ° • ANCHOR BOLT J "/\�� o_ oc DETAIL S, } SLAB OPTIONAL AT CUSTOMERS DISCRETION SEC B-B SEC A-A '='-I}}- I t W.W.E. 4', (rain) m 86, AN.1 OT,3C_. E REO'J o CORNER DETAIL - CHANNEL CONNECTOR ti ,_5,i1z -'-W - 3 stirrups 018"CTC A i 4_#4'. 5..X1.25"° o 10" SEC B—B II !I II 3.75" ,(J2.5" 1 35 1 Bolts at 12"staggered spacing _ B 2 5' J ------- - frrrrT tTTrrr LENGTH OH CONNECTORS H GENERAL NOTES FOUNDATION NOTES ARCH PANE! DATA ENDWALL PANEL DATA LEGAL NOTE ■ ■ DESIGN DATA IN ACCORDANCE WITH ANSLiASCE 7-98. LJ.S. 6 u i I d i n s .. ALI.MATERIAL AND WORKMANSHIP SHALL CONFORM WITH NOTE:THE FOUNDATION ON THE DRAWING IS A SUGGESTED (IF EQUIPPED) MINIMUM ROOF LIVE LOAD(PSE) - �,(,1 Any duplication of ih' drawing In rhol<or n pod is strictly THE REQUIREMENTS OF THE LATEST REVI S!ON OF THE SOLUTION ONLY.CHANGES MAY BE NECESSARY DUE I Adden Anycne!Join S pouted under the full /�fe g Pg:GROUND SNOW LOAD(PSF) L eaent of the SO9 19 G'.C0 LD NG CODE TO LOCAL BUILDING REGULATIONS AND SITE CONDITIONS. �� ^ 355 Industrial Park Drive Boone,NC 28607 DESIGN a O G ro .•. ;di'.'H 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL V:WIND VELOCITY(MPH) _ 0 l4. �\ I'I/ SEISMIC ZONE =4 �� \ / .------ j[---------"---- EL"`EEfi�SDRAWN BY: APPROVED B 1 -.EE•.AK 'k r REVISIONS: .- ANSI/ASCE 98 UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1. " C b 00 PSF.THIS SHALL BE DESIGNED TO FULLY RESISTTil LJ yr. _ _2.NO LOADS OTHER THAN THOSE GIVEN UNDEk DESIGN ALI.ROTATION AT THE BASE OF THE ARCH. BOLTS: 5/16"% 18% 3/4" GRADE 2 SAE OR ASTM A307 /� I !DATA BELOW SHALL BE IMPOSED ON THE"STRUCTURE" cyc %/ 5iltk SCALE: CHECKED BY N 1.F4'AKH1F.:nLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED STEEL ROOF PANEL GAUGE 2?GA N.T.S.3. THE STRUCTURAL DESIGN OE THS BUILDING:S BASED ON SOIL CAPABLE OF SUSTAINING 1000 PSF WITHOUT / V Ilit ,� DATE ORDER NG.g 24'j4ASSEMBLY IN E%ACT ACCGROANCE WITH ERECTION PIANS APPRECIABLE SETTLEMENT. STEEL EFVE PANEL GAUGE ['GA&;NSTRUCTIONS.FAILURE TO FOLLOW?HESE PLANS 3. a PROFESSIONAL ENGINEER SHOULD BE RETAINEC $TEFL SIDEWALL PANEL GAUGE ':2.GA j j 1 C .,D5 2:15 0STEEL ENDWALL PANEL GAUGE - 2't GA l� 1 ^ m f L C((''��((��L,,� (�T SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. WHERE SITE CONDITIONS WARRANT. ' CJS tOP.1ER :MIKE SC F1 M I U I GALVALUME SHEET STEEL I I / r O ' _ 4.BUILDING MUST BE GROUTED IN PLACE ONCE HUE ARCHES 1 STRUCTURAL QUALITY ASTM SPECIFICATION A792--94 7-'1,/2" t --- / 0 , Prape rly DESIGN DATA (MATERIALS, 7! 13606 E VALLEY RD ARE ERECTED AND TIGHTENED IN ORDER TO REACH FULL 55%ALUMINUM-ZINC ALLOY(HOT DIP COATING) X AOO.�Oh07 AddreSS: LOADING CAPACITY. BUILDING IS SUBJECT TO COLLAPSE 1. CONCRETE Fc-2500 PSI M 28 DAYS,ACI AZ55 +04, eI City, St Ste IF NOT FULLY GROUTED ACCORDING TO INSTRUCTIONS. 2.REINFORCING STEEL GRADE 40,Fy=40 NSI,ASTM 0615 ASTM A792 GRADE 50 TB,•c/` 5 �'�.,,Qp r i� 'SPOKANE WA Zip ' 99216 5.GROUTING NOT NECESSARY IF USING INDUSTRIAL ARCH b.W.W.F.Fy 65 KSI,ASTM A105. 50 KSI MINIMUM YIELD - �t1,%4'liA 1 t�'C'S;'' MODEL: CMG: _ _ 4. CONCRETE MIX SHALL CONTAIN it/SY FIBER REINFORCING 65 KSI MINIMUM TENSILE \AAL A_ 25'W x 15.7813 H I '� F 'l(. CONNECTOR. � � u i' — _ __ — — ---- - — ------------------ — —1 EXPIRES .r./..17/0re Address: 13606 E VALLEYWAY AVE Project#: 05003849 Desc: DETACHED GARAGE Group: U-1 Type: VB Owner: SCHMIDT, MICHAEL Contractor: OWNER Architect: Revised: 10/25/2005 1 iG i i. �2 —4 zrn33rnrn T , rnbOZm v O0O zm m � mZ < v>7 3\A (11) cmrn "`;: , y � � � cnr7o -� 0 r= 13m0to 0 411 D -... ..,-61 0 oci) sr n 0 ' 0 c Ozo m ,") 7 -n o DO O rnC K -3m 7 -I 0 O n t, i I .