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2012, 05-30 Permit App: BLD-2012-0774 Pole Bldg 1 C - 2Otz-- 1 • Community Development Department (Staff Use Only) Permit Center 11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER: c.IT}Sôkane Spokane Valley, WA 99206 1 Tel: (509) 688-0036 PERMIT FEE: .lr� Elie Fax: itcen(509688 0037 permitcenterOspokanevallev.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION N. ADDITION/REMODEL + ACCESSORY BUILDING DECK t� 1' OTHER SITE ADDRESS: I 39 1 1 E. S Po kq,,e, vo,Ue j ASSESSORS PARCEL NO.: y's4-71 . 1LQ6 LEGAL DESCRIPTION: V BUILDING OWNER NAME: IPA GC.,r.e../•4 L NAME: S t\ri\E • -•jec iil:1� .. • — 7 ADDRESS: RECEIVEDJ / CITY: STATE: ZIP: PHONE: FAX: CELL: MAY 3 0 2017 CONTACT NAME: CSV PEkMi I CENTER PHONE: FAX: CELL: CONTRACTOR NAME: �� ,.11� R Skeet. g tO5 SUF3 BEV. — j C2-13. y`6Z.17 MAILING ADDRESS: CITY: 5 PD C Cn,C.. STATE: ` ZIP: `q�2� PHONE: C FAX: 1"' C3 03 CELL: CM3- $313E CONTRACTOR LICENSE No.:JVQK'ESU"\SS ee EXPIRES: (4(/3 CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: .0 e A.c. r (J S�'� ca f O sr. ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: 'L Dimensions: -2.etx3 No.of Stories: Total Habitable ` Space: Main Floor SQ FT: , Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on FT: Area: — Property: N No.of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ /(c DISCLAIMER The permitted verifies,acknowledges and agrees by their signature that: 1)if this permit is for construction 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) The City of Spokane Valley permit is not apermit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required io be submitted and subsequently approved before this application can be processed. / 1 Effective October 28, 2007 Page 1 of 2 P:\Community Development\02 Administration\03 Forms -Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc ILI 'D P • ct #--\1--\\(-1-212-1-2-7L- , r1-- 2 i>1? C2-7 L- , ne E9VED I Residential Driveway Spo o PAVING WAIVER Valle ( 3 ° i„12 _ C mmunity Development- Planning Division CSV PERMIT CEN Y` `.-1 11703E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509. 20.5026 ♦ Fax: 509.688.0037 •planninq@spokanevalley.org Spokane Valley M ec ion 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. �r PART I - OWNER INFORMATION /J OWNER NAME: YI 1 kG a �� ti CC J\c ,1_ PARCEL#: 9 S -7 l . /Loci ADDRESS: / M 11 c _c ni CITY: ,) VA. i k i STATE: t - \ ZIP: PHONE: CnqFAX: CELL: �;)L' > f 4 U EMAIL: PART Il -DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? 'l YES ❑ NO 2. Is the proposed detached structure used for storage only? IA YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? ❑ YES Kr NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES NO NO If so, what is the nature of your business? �/ / PART+' _ III -AUTHORIZATION I,(PRINT NAME) Pi.144- �CtN.Na 'r` L owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the Spokane Valley Com nity De Jopment Department, Planning Division, within 30 days. 01 9 Owner Slgnat a Date V PART IV- DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT /.39// L OV-h' , SAID ADDRESS FOR PERMIT#: L -,-,20/, — '7' . W,-},,..„, /,/,,— P anng Division Staff Si nature Date 9 9 Created 6/27/11 Page 1 of 1 WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com STRUCTURAL DESIGN DRAWINGS FOR 24' X 30' X 10' POST FRAME BUILDING FOR MIKE GRONENTHAL 13411 EAST 20TH SPOKANE VALLEY, WASHINGTON 99216 PREPARED FOR BUNKER STEEL BUILDINGS, INC. SPOKANE, WASHINGTON May 28, 2012 L 14/4 IL 3 w It.% 9. ,8067 0 � �°NA L E��\ Project # �'j�`Q-`?° CP7L4 RECEIVED MAY 3 0 2312 CSV PERMIT CENTER SUS # r--� REV. # [----' Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems - _ ! • II 1 i r , i. . 11 , •1 , g B.'s Ift()il • 1 , • ,•• • , , 111/\114. L. r.obf•Irtit-.ik-N: --r. It"...ck L • i, • 141) r .e:. , iiklkeke•ic. Vc, . , • , 1 1 i • i i , ! .. . ... . . I. -r bk/ Iv, , - I II : . , • i ! 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' :11. - .k —IEEE 11 _r_rt ( d Q / 4 Iii.T.__ ,,,.....lilt , 4 Iril CONCRETE P , d d / USE IN THISc r4 x ORDER G I.CENTRAL PREMIX / R 533-0208 d , E 2. SPOKANE ROCK PROD G Q E \�,L 101/444,46,244-5421 of WAS , 3. INTERSTATE „' d X4 ;`` r� °� .,•,'1, 292-8600 Q X - i-. j !�1 , 06 4. TONERS p 4 , - . L 292-2360 ► A 7 ® - �F q� 18067 �p 1 tSs G/STER �� 'QQ 4 Ili �ONA1.' k 1 7::‘°'1` 0=-7-iilinitilliFL- ' - ser 3 -5 Of 6,-.2.4, S?1,4.4 Kw -G ci,e, CPP\ . SEE BELOW <14-14 -1 POST FOOTING SCHEDULE LOCATION POST SIZE DIAMETER DEPTH YDS.PER TOTAL 2 A,)..gI 3 ,1'14.'38 4:34, Z 1 ” 11," 1.61 PAGE 2 • ,p ct �e, rb.rhe r+�`���o. l� lis( f 0,11 c i £ L _%.'(,/:,. . P::T. . ( .e.4 64wye r,e' .L 6 t '� Q S eL P : - .._ . . . 3 '. . (, 0 T,;.11 ; 1 ‘iti S-64.. 1! Srs(nitql 4= v,e..i-iNst ,. • •s._.._�... t . ; e'. . . V----'-- ...I.. \c;�,.L.WgMe. . . . I i I - ,; I ' of WAsy, e 4F4-`.. RA 4• ; ,1 , : ! I. ' . f. . I . ' . '� o L • ! ► _ r i i I i i '0 18067 I ` , - 0.0FGis r C` SSG. , g,Se.eA j ,",\Ail. - 0NAM. • op' Peate . , : ,....41 iteu$5,-, '. . Ilii.,;„:. ' Ip. e.‘‘ e- .f . . . , .,�. : ' :' • - . .: '. ri . .-- -', . . - . • • , -. • • , , , • ,• , • . ..II • G MIGGIBIGI G. ' ..Sec `1; 5�4. 'L .:" %`4a. ' ... ; . THIS ENDWALL ONLY! Pc,.?• .. • . .. • INSTALL#12X5/8"@9"O. C. STITCH SCREWS IN ALL STEEL ... PANEL VERTICAL LAPS A PLACE COMMERCIAL GIRTS AT 24" O.C. MEASURED FROM BOTTOM OF 2X6 BOTTOM PLATE SET BASE METAL(TYP)FOR FUTURE SLAB •1 044 9 L;-,t „;,(6/ 6•% P. . P 2X6 1 � COMMERCIAL GIRTS i I I 24” 1 I I I ATTACH TREATED BLOCK AT MID SPAN OF 2-2X8 P.T.TO STOP I 1 ` INSIDE TREATED FROM BOWING R WHEN SLAB IS POURED II > I X N 4�`��r-POST I I OUTSIDE OF BLD. bP,T.2X6 24" ` ' IZ X 8 PS. BASE I 2X6 BOTTOM i I I PLATE 4. 7 �C,�, L W,9M '! �\ pFWASH� ek � BASE METAL OP�� �'' 2 X 6 P.T�� 4 Ov`C �' mak* 7 • (ii �' d , BASE p �j iei. ter it. . I I . e Pi!Ue-- c b iva.f.itvck,i IS`PI N) C -ZOTli . 16 rapait- Li s _ 1 . 161 too , / Pr, aibc103,4,9 14 .1/ 1(.3.k-10 IN rel‘,(-le ek e S- 1 1413,1,./ SCS' 1113- ESi 341 ,p 1 .- . I 0 o - 1, r:-:*,31' !..0?'ii0',5:7.0 Project # b\g-LC12,- IC3-2-2i RECEIVED 5-1J/// MAY 3 0 2012 • 7:------- CSV PERMIT CENTER SUB # i ) Target Date sheet • For City Use Only Sjiökane Project Address Valley® v 11703 E Sprague Ave Suite 6-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037♦ permitcenter®spokanevaltey.org As part of our on-going commitment to customer service during the review process of your project application,we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date,we will contact you with a revised target date. Your application review TARGET DATE is < ` .— PP � 7 \i The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review > Submit complete,accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. • While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date.Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals,each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at that time. CD-003 V-7/06-21-11 Page 1 of 1 •Z-' IL - PURLIN CONNECTION. METHODS, J J A_ NOTES FOR CONNECTION DETAIL NOTES FOR DETAIL 2- KNEEBRACE .-6'4- 6" 36" 3'-0" YES 0.79 SI O S3 MANUFACTURED TRUSS TOP CHORDS _G" 3 3'-0" NO 0.79_ TREATED POST : A). PURLINS MAY BE HUNG gH �H 1 TRUSS DESIGN BY TRUSS MANUFACTURER �, S1 Si TRUSS TOP CHORD, DESIGN BY OTHERS 4 - 16d GALV. NAILS EACH GIRT a a• OFF THE TRUSS TOP CHORD Sg S2 PURLIN SUPPORT STRUT 2' x 6' x FULL ° S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS - - N.T.S. DENSITY AS DETERMINED BY ASTM A1557, METHOD D. - - ELEVATIONS FACES W/ STD; 2" X 6" LAMINATIONS. BUNKER STEEL BUILDINGS, INC. P. 0. BOX 48287 SPOKANE WASHINGTON 99228 . DEPTH OF TOP CHORD PLUS PURLIN. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO NOTES FOR TRUSS BOTTOM CHORD BRACING SIMPSON JOIST HANGERS PSR Si NAIL PURLINS W/(3) 16d NAILS' 2-1�2� S3 2' X 6' DF -L #2 EACH SIDE Sl GABLE.END TRUSS 2 OR UAL,METHDD NNfCr1p s3 NAILSSEACH s DE OP CHORD w/(a) 16d S4 WOOD POST, SEE P❑ST/FOOTING SCHEDULE x Li B), PURLRNS MAY BE N 20' 0' DORS N.T.S. BOTTOM CHORD DEAD LOAD = 1 PSF 12 S5 . ... Neil wC1.-. BUTTED AND NAILED, A S4 MANUFACTURED TRUSS - NAIL TO EACH . 2'~ SS 4 - 16d ,GALV. NAILS, EACH SIDE 2 X 6 GIRT (FLAT) _ 12 W/C2> .16d NAILS _' S7 wv ?N SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK 1). KNEE BRACE REQUIRED WHERE �, INTO EACH PURLIN, 1 SS WOOD POST, SEE POST/FOOTING SCHEDULE, SHOWN POST/FOOTING SCHEDULE, SINGLE TRUSS C>, PURLINS MAY BE S8 WALL HEIGHT W/ 2' X 1 n LII BRACE NOT REQUIRED AT GABLE END TRUSSES. N.T.S.. LAPPED ANDNAILED W/(3 S2 S6 e' ' s6 a - iod NAILS CONNECTION a 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST TRUSS -7 16dNAILS. . 'PURI k �1N 6 87 SOLID BLOCKING AT POINTS. CONNECTION =USE 3/4 � THRU BOLTS, . 0 2 - 16 d NA I L S :: , , :: /V,4 MfTy �DNNfCT S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE'." c EACH LOCATION ON CONNECTION _METHODS Nt; $ 8• IDN SOC s9 2' X 6' OR 2' x e' SAVE GIRT TYPICAL GIRT CONNECTION 'B' AND 'C' TOENAIL OF l0 KNEE BRACE IF REQ'D, SEE POST SCHEDULE '2 ro Z S5 BACK SIDE PURLIN _ ss MIN' S3 AND DETAIL ? sz W/CI) 16d NAIL INTO 11 2'X6'X24f.OR2'X8'X24'BLOCK EACH TOP CHORD MEMBER _ U 1 ®1 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD �t 3/4. 0 - MACHINE BOLT THRU KNEE BRACE ° MC HpDDNNeCT1p CHINE BOLT THRU NG 1 1/2' NOTES FOR FLOOR PLAN MtIV C N 2 -" 3/4' 0 MA BOLT @ BOLTING BLOCK ° ° 24� &K 30' ®1 INTERIOR FRAME WOOD SEE S9 3 -.3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40' .POSTS, T' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' " POST SCHEDULE THIS SHEET 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' GABLE WALL POSTS - 6' X 6' TYPICAL _ s�L 4 .- 16d NAILS DOOR POSTS - 4' X 6' TYPICAL :' S7 S5 3' FOOTING DIMENSIONS, B = l'-8'1 D = 3'-0' MAXIMUM POST SPACING 12' 0' © - DETAIL 2 KNEE BRACE [� PURLINS @ 24'. D.C., BEARING OR S4BUILDING N.T.S. SPECIFICATIONS:* `.JOIST HANGERS (TYPICAL) � � : � '� '. - � r � � '� � - � � - �' � " � `. " - - GENERAL -- ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009), AND ALL- _ ' .. . ." STATE & LOCAL BUILDING CODES.-THESESPECIFICATIONS AND PLANSAREINTENDED FOR USE IN 30 PSF LIVE LOAD, 85 MPH WIND SPEED,EXPO- " 8 AND C. '. _ W SPANS 12'- TO 60' -- - - 12 - .� 1 DESIGN LOADS - ROOFRE - U.DESIGN30PSFROOF DEAD LOAD = 5 PSF*- ... J _ �. "' _ : ", ""' 4 � , ,, CEILING LL = 0 PSF CEILING DL = 1 PSF - <C : - I- rn : -: - V7 -�- S5 _ - -. I I - ► ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. - - o L1 W `� a - ' I II 2 • MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF 0- w - - I I MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER PER-.. N - J ¢ DOUBLE TRUSSES - - , , ' ' ' TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. " -. .. _ _ _ IO - COMPRESSIVE H FEcI 4 SACK FOR IN PLA CONCRETE CONSTRUCTION CONCRETE MINIMUM 28 DAY COM STRENGTH - 2,000 psi, MIX FOOTINGS. CAST CE C R E� SHALL CONFORM TO ACI 318=08. - Z - " - SEE" WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L 612 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19XjBY O j p AIL WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & .OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL - rn NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS � _J z q a a . a - STEEL: CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR " - w J ¢ a - - w o i0 of - - - - BUILDINGS SHALL- BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR 612 OR BETTER, FULL DIMENSION AND GRADED BY WWPA o _o o a .. D - - -. GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL ALL BOLTS SHALL CONFORM TO ASTM A307. - ! m o xJ iU a-wiU xw .. - - - - METAL PANELS MAY BE DELTA RIB STYLE GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SO), Fy = 80.0 ksl. 'ROOF - ., •-. � -. - - PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE " N� -0-1 NJ - - - _ _ _ - - - TT FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED. ACCORDING . a- X w w W - - - TO THE' MANUFACTURER'S RECOMMENDATIONS. - ilia (U O o w D ' . ' : - <- DOUBLE TRUSSES - q DETAIL I - - TRUSS COLUMN - - _ - ALTERNATE ROOFING & SIDING APPLICATIONS = BUILDING ROOF MAY BE, SHEETED WITH 15/32" O.S.B. BOARD, 1/2- C -DX PLYWOOD OR OTHER. APA RATED SHEETING, NAILED O 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, _ " J ,Om tim ",-,.-, ': - - - - w <E ..; (4 3 - - - .' .OR 29 GAUGE METAL ROOFING OVER 15f FELT. BUILDING MAY BE SIDED WITH 7/16" O.S.B. . BOARD, 1/2" C -DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI-PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED T0. •Z-' IL - 0.¢ J J A_ -3G- 3--0"- 0- -- 0.79_ .-6'4- 6" 36" 3'-0" YES 0.79 C 0 N N E C T I 0 N, P U R L I N S U P P 0 R T "-- GIRTS WITH 8d. NAILS O 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES O 6" 0. C. O PANEL EDGES & INTERMEDIATE FRAA(NG. FRONT ELEVATION _G" 3 3'-0" NO 0.79_ -. (�. A r gH �H 1 1 SINGLE SLIDING DOOR OPTION SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR ,-" m n. a a• - - r I- - - N.T.S. DENSITY AS DETERMINED BY ASTM A1557, METHOD D. - - ELEVATIONS N.T.S. 2" X 6" LAMINATIONS. BUNKER STEEL BUILDINGS, INC. P. 0. BOX 48287 SPOKANE WASHINGTON 99228 . vd- 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO NOTES FOR TRUSS BOTTOM CHORD BRACING TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TCHORD FRONT ELEVATION OP0Dooo=- 16'-0" WALL HEIGHT. Si HALF TRUSS DESIGN BY TRUSS MANUFACTURER, Sl GABLE.END TRUSS 2 REV. S2 5 PSF 11 X EJ at o�,.� f q a x Li CHECKED EV 2' X 12' HEADER UP T❑ 20' 0' DORS N.T.S. BOTTOM CHORD DEAD LOAD = 1 PSF 3 . ... Neil wC1.-. NC7 S3 GABLE END POST 'B• IA. '. S4 _ 12 Mev �a al wv ?N WALL HEIGHT W/ 2' X 6' FACER, " FOOTING 1 w al SINGLE TRUSS WALL HEIGHT W/ 2' X 1 n LII BOTTOM N.T.S.. S6 2' X 4' WINDOW JAMB GABLE END TRUSS -7 „ 2 - 16 d NA I L S :: , , :: Y V V .Yy µYY PLAN VIEW ��� - -� .� 1D-0,_ ,a.-0•; s..Xs., _2T. ,.-0.• NO 0.44 Vt�'• 10-0 12-0 6"X6"W/2'X6" 2T' 3-0 NO 0.44 OEAIL -X NO 0.44 _ N.T.S. - _III ,1,4,9 - "10'-O" 16'.0 6" X 8" 27' 34- "- - YES 0.44 DETAIL _ io o" 1s'0^ 6^ z B^ wiz x s"- _if_ 3-0 nib- -6.4a q 4 1 (il I (� -- - 18.,0.,- 6" X 8" W/T' X V, _2T' 3'-V' NO 0.44 - - S1 III 6,,. 8 OR ALTERNATE TRUSS WEB BRACING- - ;off'_ Zo-0„ X,Q"Wi2'X6' 2T_ 3'0" No= o.4a 12 - 10" _POST -p-0..24!-0-s-.X1T'UU/2 -28.- 3; a --"°--YES U666� SEE 41- -- _ INTERIOR OR GABLE END TRUSSES 12-0" 6'-0•, G"XG., _ DETAIL 30" 3'-0" No 0.66 - - - "' 52.0- 10.-., V' X G.. 30- 3'-C NO 0.66 ., • G"WIT X. 6" 30"- 3-0' NO 0.66 _ NOTES FOR TRUSS WEB' BRACING• ` S2.. .--, _II - _. 12-0' 14-0. 6..Xsa-- ---30" 3 -0 -----NO - '. 066". z :; ' SS 111 TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS ®12-0" Oso s^za^wir xs" =aa _3-a" _NO__6.66_ NOTES FDR SECTION A -A 5 DOUBLE OVERHEAD DOOR OPTION THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES '1' X 4' OR 2' X 4' WEB MEMBER BRACING 12-0" ia-0 irRio" _30^ 3-0" --NO- No-_0.66 aJ S1 FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 1z-0_ 20.0 V'X10"W12"Xs" 30" 3=r' No _o:6s_ Q TYPICAL PURLIN, SEE FLOOR 12-W 22'-6'• s"X12"_ 20"_ S'4" NO0.61_ w PLAN FOR SIZE III OPTIONAL F R 0 N T ELEVATION 10d NAILS @ 6' D.C. Od �NA6ILS @ 6' O.C, THE FOLLOWING Mi SH SHEATHING • R p IRR NT 12-0" 24•-0" 6" X 12" W/2" X G" - 30' 3'$" NO 0.67 S2 TRUSS DESIGN BY OTHERS - l7 J .. � � � • X 10• ' ' - MINIUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED POST/FOOTING SCHEDULE 48' TO 62 SPANS, 30 PSF LIVE LOAD z S3 2'"X 6' @ 24' O.C., 10' BAYS L -BRACE ■ ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT POST COLUMN FOOTING KNEE BRACE CONCRETE to 2' X 6' @ 24' D.C., 12' BAYS - - L -BRACE ■ FIELD SCREWS. 010 x 1 1/2' AT 9. O.C. (NEXT TO HIGH RIB) F- w • ` ■EAVE AND RIDGE PURLIN SCREWS. 014 xl 1/2' AT BOTH SIDES OF SPACING "M• W X D • Er' DIA. 'T' REQUIRED VOLUME, = O = DF -L #2 GIRTS FLAT @ 24 0, C. S3 12 0 U Sa CONCRETE FOOTING, SEE SCHEDULE SEE S1 EACH MAJOR RIB IV-vl B•-0•' 6'• X 61• 30" 31-0" NO 0.66_ o DETAIL NAILING PATTERN FOR 41- THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED - - - - - - ' ' ■ ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT 10'-0"- _10'-0". 6" X 6" - 30" 3'-0" _NO _0.66 w SS ' EXTEND POST TO TOP OF PURLIN 2 I i . * FIELD SCREWS. 910 x 1 1/2, 2 9' B.C. (NEXT TO HIGH RIB) _1°'-0" W ROOF FASTENED TO PURLINS WITH POST LA M I N AT I 0 N S I i ■BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. 014 x 1 1/2' 10'-0" 14'-0" G" X 8•r 30" 3'-0•' NO 0.66_ 8 BOTH SIDES OF EACH MAJOR RIB. --- " ,, N 1 1/2' LONG WOODFAST TEKS. � � „ �- „ � � - � � �. - 10'-0^ 1s'-0" s^ x s" W/2' x s•• 3a' 3•-0" No 0.66 WALLS FASTENED TO NOTE: 2 X 6 LAMINATE MUST BE A TREATED MEMBER DIAPHRAGM SCREWS 10°0' 160^ $"zs^ W/z'x6 -30' 34" NO 0.66- GIRTS WITH 1' LONG AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. PTRUSS WEB MEMBER TRUSS WEB MEMBER 10•-V' 20'-W' G^X10^_ ___ 30_ 3'0"_ .YES_ _ 0.66 S3 - - - - 10'•0" 22'•0" 6' X 10 W/2" X 6 30" 3'-2" NO 0.68 WODDFAST TEKS. ;: LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN 3AI S3 :• _ _ SECTION B B SECTION B B° �Q�-0^ 24•-0.• s,�X12"wit"x6" 3r' 3'�" No Q.66 SEE. FOOTING :+ ;_;.; - DIAPHRAGII SCREWS 8 ENDWALL BASE GIRT ACROS _ 12-V'_ 8-0 6 X 6- - 33 3_-0_ _NO- U.66 - AT INTERIOR TRUSSES AT GABLE END TRUSS ENDWALL DOOR HEADERS & GABLE. END TRUSS TO CHORD, 12-0" 10-0 6"X6"W/2'X6" 33" 3'-0" NO 0.66. - DETAIL I - - EAVE & RIDGE PURLINS ON ROOF - - - - - NOTES FOR FOOTING DETAIL S6 S4 -_ 12-0^_ 12-0 6^xs Wir X6" _-33^ 3'0 ilo_ o.ss LUO X 6" 39'� 3'•0" -NO 0.66 - ,Sl TREATED POSTS AS SIZED. PER SCHEDULE ,- 12-0•' i6'-0^ 6"Xa"wi2•'z-s^ 33" -3'-0^­Ra-oss- VIBRATE DR RDD CONCRETE T❑ OBTAIN S3 -- - -- -- --- - _-ii;;__ - i - B U I LD I NG SECTION A -A _ G X1a_W/2''X6; 3-0' _NO O.GG_ FULL BEARING - _ IB DIAPHRAGM SCREVSI TYPICAL SCREW PATTERN, EXCEPT AS 12-0"- 20'-0" 6"X10"W/2"X6" -33" 3-0'_ =N0 0.66 N.T.S. NOTED E 12-0" 22 X 12' W/2' X G" 33- 3.2" - NO 0.70 _ - O UNDISTURBED SOILza0' "s'-Xlzwir•Xs 3s"- T -s:, NO o.n S1 r STEEL !SHEETING SCREW PATTERNS $1 N I❑ OPENING N.T.S P4�T 0071 NEDULE GFOOTiNG30PKNEEBRAC[CONCRETE 3068 MA DOOR OPT NF oL15Je1 . 12 - - - .. - - PACING / "H" C W X D 64 TOEr DIA. T REQUIRED. VOLUME, S ,O. f.. p.�u �.. Y A"I AA" I A,n.. NO a BR 'SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S., S1 HALF TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2' X 6' 9TREATED 2' X 6' BOTTOM GIRT S2 2'.X 10' HEADER S3 2' X 6' GIRTS @ 24'1'13.C.,. 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 S4 2• X 8- FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 86 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT 8 - 16d NAILS 8 - 16d NAILS , Di BOLTINGCBL❑CK CORNER POST .° 8 - 16d NAILS BOLTING BLOCK DETAIL 3 TYP• GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER ,COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.Ts., SS 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2'.X 8' HEADER FOR 8' & SMALLER SLIDING DOORS NOTE: THESE.PLANS DO NOT ADDRESS OPEN (CANOPY) BUILDINGS. OTHER VARIATIONS. FROM THE PLANS (ROOF PITCH, LARGER OPENINGS, MULTIPLE BUILDINGS, ETC. WILL. REQUIRE ACTION BY THE ENGINEER. NU NO - -12-- 6-X 8- W -X -"- -3G- 3--0"- 0- -- 0.79_ .-6'4- 6" 36" 3'-0" YES 0.79 OPTIONAL FRONT ELEVATION _G" 3 3'-0" NO 0.79_ -. (�. A - _36'- YES 0.83 TYPICAL TRUSS BOTTOM CHORD BRACING - 36" 3'-4" NO 0.88 - N.T.S. r I- NOTES FOR OPTIDNAL FRONT ELEVATIONS N.T.S. 2" X 6" LAMINATIONS. BUNKER STEEL BUILDINGS, INC. P. 0. BOX 48287 SPOKANE WASHINGTON 99228 . vd- 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO NOTES FOR TRUSS BOTTOM CHORD BRACING r. 16'-0" WALL HEIGHT. Si HALF TRUSS DESIGN BY TRUSS MANUFACTURER, Sl GABLE.END TRUSS 2 REV. S2 2' X 10' HEADER UP TO 12' 0' DOORS DRAWN WAMBEKE CHECKED EV 2' X 12' HEADER UP T❑ 20' 0' DORS S2,.DOUBLE .INTERIOR TRUSSES 3 SCALE- N.T.S. S3 .2' X 6' HEADER- S3 GABLE END POST 'B• IA. '. S4 4' X 6' DOOR POST _ 8' THRU 14' 14 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. WALL HEIGHT W/ 2' X 6' FACER, " FOOTING DETAIL 6' X 6' DOOR POST - 16' & 18' S5 2' X 3' BLOCK WITH 4 - 10d NAILS TO CHORD BRACE WALL HEIGHT W/ 2' X 8' FACER. BOTTOM N.T.S.. S6 2' X 4' WINDOW JAMB GABLE END TRUSS -7 „ 8 - 16d NAILS 8 - 16d NAILS , Di BOLTINGCBL❑CK CORNER POST .° 8 - 16d NAILS BOLTING BLOCK DETAIL 3 TYP• GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER ,COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.Ts., SS 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2'.X 8' HEADER FOR 8' & SMALLER SLIDING DOORS NOTE: THESE.PLANS DO NOT ADDRESS OPEN (CANOPY) BUILDINGS. OTHER VARIATIONS. FROM THE PLANS (ROOF PITCH, LARGER OPENINGS, MULTIPLE BUILDINGS, ETC. WILL. REQUIRE ACTION BY THE ENGINEER. NU NO - -12-- 6-X 8- W -X -"- -3G- 3--0"- 0- -- 0.79_ .-6'4- 6" 36" 3'-0" YES 0.79 c •wLv A _X 124' 2V -W' G" X 10" W/2•' X 6" _G" 3 3'-0" NO 0.79_ (�. A 12.6•:- ' 22'•0 6 X 12 W/2•, X 6a •24'•0" _36'- YES 0.83 44'0), 12-0" 6"X i2"' Wi2•' X 6" 36" 3'-4" NO 0.88 c NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. BUNKER STEEL BUILDINGS, INC. P. 0. BOX 48287 SPOKANE WASHINGTON 99228 . vd- 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 0 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ,p180 ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 2 "0 X `rr0NAL 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, - FOOTINGS SHALL BE 24"0 X V-4" DEEP. 4. ABOVE FOOTING DESIGNS.ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT HAVE - CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING. - DEPTH X 4". WAMBEKE ENGINEERING 2913 E. 61st Court DanWt Wambeke P. E, S okane, WA 99223 ele hones 509-443-6186 Fax: 509-448-6582 a -mall dwambeke@Nsn,coN LAYOUT, 'STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 PSF LIVE LOAD IBC 2009 BUNKER STEEL BUILDINGS, INC. P. 0. BOX 48287 SPOKANE WASHINGTON 99228 . _ BY DATE 7-05_10 DRAWING NO., BUNKERABC2009-30 REV. DRAWN WAMBEKE CHECKED EV BY DATE DESCRIPTION.OF CHANGE PROJECT NO I 2010 SCALE- N.T.S. SHEET, 1 OF 1