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2012, 06-06 Permit App: BLD-2012-0827 Pole Bldg Tjii 11707E Sprague Ave,Suite 106 PERMIT NUMBER: Vallev Spokane Valley09)688-0036 ,FAXWA:99206(509)680- PERMIT FEE: ✓ (50037 Community Development www.spokanevallev.ore QL 0.- tea-Q 2 Z, Residential Construction UNew Construction 1 Accessory Bldg Permit Application (l Addition/Remodel — Deck n Other: SITE ADDRESS /LI 72.0 i•' /4.1.•_-_ 4 k.i ASSESSORS PARCEL NO:-1: 115-Z 31-` /III LEGAL DESCRIPTION: Building Owner: Cflnfractor- Name. ` Name: e5 hi `t-i 4 po.5, -r'�,,, L f NN�� + N�SL��,d �z 55 413- 1 Address: i cf-7_10 .- 14 Z Address: Dol 4 j.„s� 2oA 44,z....State: Zip:fb3Z City'���, � V'f'��,`j' State: Zip:c7cj 21. City: SPo�,4.N,_ �'4-u.4,y �"t- G l T Fax:p Phone: . I Fax: Phone: G2G-0�bs L'Z�_�(�) ��D _ �� Contractor Lic No: Exp Date: c 2 61 .2,01/4.2_ SPoKAPF9q?rno Contact PersoI1`_ _ . . '- = City Business Lic.No: Name: '-12..t)&t ti Phone: Cf Z.,b- War Describe the scope of work in detail: Cost of Project: $ CI©OO **************The following MUST be complete: (write N/A if not ap i licable)********************** HEIGHT TO PEA ` ZO-7,3`6101 DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE `2 MAIN FLOOR TO 2""FLOOR SQ. G: UNFIN BASEMENT SFTG: IMPERVIOUS SURFACE FTG: AREA: .,— FINISHED BASEMENT` GARAGE SQ. FTG: DECK/COV.PATIO SQ. FTG: 30%SLOPES ON SQ. FTG: y► CO o P r-e -TY: #OF BEDROOMS: C NSTI CTIO ,TYPE: HEAT SOURCE: c_ SEWER 0; SEPTIC? 0 �b\� l�u. &� - 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. 12 . \ Signature 1e_ � _____lJ Date / _ 1,2-- Method of Payment: 0 Cash Check 0 Mastercard 0 VISA Bankcard#: Expires: Project #1"#: /UV- Z4012- -ORZ7 Authorized Signature: RECEIVED REVISED 8/25/2005 JUN 06 2012 CSV PERMIT CENTER SUB # [ /j REV. # Residential Driveway Spokane �'rtPAVING WAIVER Valley, Community Development— Planning Division 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037 ♦ planning®spokanevalley.orQ Spokane Valley Municipal Code(SVMC)Section 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. PART I — OWNER INFORMATION OWNER NAME: D N NI)+ IAA. f IU o 56/ /1,014.5— PARCEL# j5231' — /ii I. ADDRESS: 14 1-ID i 1-1 .13-_ 04-,reb. CITY: 5 pt,fCA-1, JA LV1 STATE: GA ZIP: 99 a31- PHONE: 51D--314'ii FAX: CELL: EMAIL: PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles?y ES ❑ O 2. Is the proposed detached structure used for storage only? ,.10'' YES ❑ N 1,0°UD -5 kD) 3. Do you plan on using the detached structure to park vehicles? r, - ES /X NO If yes, then what type of vehicles? � 4. Do you plan to conduct a business from proposed detached structure? E YES 2-(0 If so, what is the nature of your business? PART III —AUTHORIZATION I,(PRINT NAME) Jit4W IS 5� rk,7u-2 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 Community Development Department, Planning Division, within 30 days. j 1`-/ II 2_. t Dae / caner Si ure PART IV — DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMITYDEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT / 7a U 7` /y v e i , SAID ADDRESS FOR PERMIT#: 610 -- ZD i z —cB 82 7 ---79 _,,_},,. /z,,,,,,,,:o ,A,,,__ Planni Division Staff Signature Date Page 1 of 1 Created 6/27/11 I WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com June 6,2012 Mr. Jeff Palmer SPOKANE POST FRAME, INC. 7001 E. 2nd Avenue Spokane,WA 99212 SUBJECT: 20'X 30'X 10' POST FRAME BUILDING FOR DENNIS &MELINDA SEYMOUR, 14720 E. 14TH AVENUE, SPOKANE VALLEY,WA 99037 Dear Jeff: This post frame building was sold and will be erected for Mr. & Mrs. Seymour in Spokane Valley using the standard post frame building plans and lean-to addition plans I have prepared for Spokane Post Frame, Inc. for 40 PSF live load, 85 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure, IBC 2009. Posts are located @ 10'centers and the roof has a 4:12 pitch trusses. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 16' x 8' overhead door. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The rear endwall has a 2'0"x 3'0" window. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has a 2'0"x 3'0"window&a 3'pass door. Sidewall openings do not affect the lateral load resistance of the building. Use the standard post frame building plans for all the framing details for this building. Please feel free to contact me if you have any additional questions about the design of this building. Sincerely, ()it \so Asq„,� Daniel Wambeke, P.E. O` c� ti,Q - Enclosures •4 , , t.� re- 4. Project # 040 .1.4012 •08t7 NAL E RECEIVED JUN 06 2012 CSV PERMIT CENTER SUB # I I I REV. # Lr.._._ Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems VIYLCOty • 4 ?os T F OC1 - Aikci F1,LA qq 2-) a 501 --0e6)-S 1/-.) c.1). EAM S1 114f2ciii-GA-09- 14'72_0 E. _ \fa Leg . ;-2(Z‘,( 4 o Oen 4*.g, 6 M?Li4L ) a to 11- ';a_256 F1& Lc; v o fYL 11/11.1-L. was 6', 6,/ - , • .• . L 18067 c) tS) c-O/STE.i; - ()NA . • 4 • . 1 7- _ -- ri - —1 ii 4 4.. SI •,...! L --;) . _ N....._ (r......___ , 1 1 , . 1 , 9 1(--,i-, :, t ,.. h ,Fr I41 4 z,•. I 1 61 IP I i P , . $ i ;_f-,, •-..,„ ' ., ,.. .i...,J -,, , .,::- L's•-•,' ,. , ..... v. L W,44„/ .. .' s L -A-k - dltv I,n - %-/NAL .\ _ _ . 12'-0N TO 50'-0" w NE . _ _ _ _ . . _ \ WOOD COLUMNS SEE SCHEDULE 0 a a 0 1 1 O (U ' Project # OLV. 'all. 0327 RECEIVED !UN 0 6 2012 1. Ili z z CSV PERMIT CENTER i SUB # 1 I 1 REV. # ce a t a a W4-44 p a O a I VO I CO I • +�� wA�j oX � X yam, /IA4 I - 4. 180-7 W W V) W •#Ss kisTEg� 6~ D D I�NAL 9 ■ - - - . - - . - - . - - . SPOKANE POST FRAME, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS, 12' TO 50' SPANS ROOF FRAMING PLAN WAMB DRAVNEKE BY DATE6-30-O REV. APPROVED SCALE SPFI.02 NTS NOTES F❑R FL❑❑R PLAN INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. GABLE WALL POSTS - Lw SPAN 6" X 6" TYPICAL _ ce D❑❑R P❑STS - 4" X 6" TYPICAL A; F❑❑TING DIMENSI❑NS - wA —� B = l'-8"; D = 3'-0" J N A MAXIMUM POST SPACING 12' 0" / /¢ / o DOUBLE TRUSSES 2 13 PURLINS @ 24' ❑.C., BEARING OR V) z Q N W �-� J❑IST HANGERS (TYPICAL) O I-,o z_) _J _.J � J J 1-1 M W D W -,J LL • -� • • J • a- U W o �D o �D • o �o A p ( ) p x N X. iii --1 (U d .-4 N(21- al N ce o O W (') W a LJ -I J ?0 D / Li /Li / IIQIBLE TRUSSES e F- J H 1-4 ', A 3 A J Ce CZ -1,V, 1 1 � 1Ce_ >- U ("� 0-F- o ZO d o ZOO • pp 1 ►1 (U W au W fin„,,_ 1 '4 1 (4N V , =aj SINGLE TRUSS 1� , - '� / / / 0 ZONAL PLAN VIEW N.T.S. SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS PLAN VIEW VAMB DRAVNEKE BY DATE6-30-04 REV. APPROVED SCALE SPF1.01 NTS SEE DETAIL I - 1 SEE '7°' - _ DETAIL 4 �.;T KA b a ID Alf*.\:&I II 4 1 0 lik!5 z 4110 D 0 NOTES FOR SECTION A-A f SiTYPICAL PURLIN, SEE FLOOR W S1 PLAN FOR SIZE \ J S2 TRUSS DESIGN BY OTHERS I Z D 0 2' X 6' @ 24' 0. C.i 10' BAYS '-' A DF-L #2 GIRTS FLAT @ 24' O.C. I o = € 2' X6' @ 24' ❑. C., 12' BAYS SEE II° 3 El u DF-L #1 GIRTS FLAT @ 24' O.C. DETAIL L` OR 2' X 6' DF-L #2 GIRTS FLAT 11 LAWITH 2' X 4' BACKERS @ 48' 0. C. V 0 CONCRETE F❑❑TING, SEE SCHEDULE .4-. : SS EXTEND POST TO TOP OF PURLIN i4 ROOF FASTENED TO PURLINS WITH a .-•. 1 1/2' LONG WOODFAST TEKS. A %,,,; .../ WALLS FASTENED TO • m S4 `` GIRTS WITH 1' LONG SEE FOOTING . .; ,:.: WOODFAST TEKS. DETAIL '� B1$1' WAlitt? BUILDING SECTION A - A � ��� �� kc oi , ;, a ► ' N.T.S. it O '1/41IDNAL SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS BUILDING CROSS SECTION WAMBEKE DRAWN BY 6-170-04 REV. APPROVED SCALE SPFI.03 NTS ® log w, � PURLIN CONNECTION METHODS' '� ��4, T�40 A). PURLINS MAY BE HUNG Iiiiiiiiiir -1g 1 W - _ OFF THE TRUSS TOP CHORD PURL( , FACES W/ STANDARD Mer DDNN ID -__ SIMPSON JOIST HANGERS �� HDD 'A• N �0, OR EQUAL. \ 4, 4p 18067 ti B), PURLINS MAY BE ® s`rj�NAL l BUTTED AND NAILED W/(2) 16d NAILS ��// .aj INTO EACH PURLIN. /�i�/ C). PURLINS MAY BE %Iv. ��� ULAPPED AND NAILED RSI W/(3) 16dNAILS. MET ODDNNE.CTIDN ON CONNECTION METHODS le- "B' AND 'C', TOENAIL -wr®/'/. NOTESOFOR CONNECTION DETAIL BACK SIDE OF PURLIN S1 TRUSS TOP CHORDS W/(1) 16d NAIL INT❑ 11111111iiiir /� TRUSS DESIGN BY TRUSS MANUFACTURER EACH T❑P CHORD MEMBER - M �N"ETIS2 PURLIN SUPPORT STRUT 2" X '4' X FULL ® ® I' C °N DEPTH ❑F TOP CH❑RD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS NNAIL AILSSTRUT TO SDE❑P CHORD W/(3) 16d EACHS4 MANUFACTURED TRUSS. NOTCH POSTS ciL' 1-1/2" EACH SIDE TO PR❑VIDE TRUSS SEAT. SS WOOD POST, SEE POST/FOOTING SCHEDULE. 0 4 - 40d GALV, NAILS IN PRE-DRILLED HOLES OR 3/4'0 MACHINE BOLT ® ® SOLID BLOCKING AT CONNECTION POINTS. m TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2" X 6' OR 2' X 8' TOP GIRT 0 4 - 16d NAILS OR 3/4'0 M. BOLT L __/ SPOKANE POST FRAME, INC. POST RAEDETAIL 1 — TRUSS COLUMN TRUSS-COLUMN (CONNE, 12' CTION TO 50' SPANS CONNECTION , PURLIN SUPPORT DRAVN DY DATE REV, WAMBEKE 6-30-04 N.T.S. APPROVED SCALE SPFI.04 NTS I NOTES FOR DETAIL 2- KNEEBRACE ;► S1 TRUSS TOP CHORD, DESIGN BY OTHERS mof• 10 S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 2"1�2. "�� S3 2' X 6' DF-L #2 EACH SIDE q 0 WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE 4"11111111111r slib SS 4 - 16d GALV, NAILS, EACH SIDE 1), KNEE BRACE REQUIRED WHERE v) SHOWN ON POST/FO❑TING SCHEDULE. S, T 2). BRACE ALTERNATEN❑T REQUIRED KNEE BRACE/POSTATGABLE ANDENDT RUSS/PTRUSSE❑S LL_ CONNECTION = USE 3/4'0 THRU BOLTS, o • EACH L❑CATION. o C3-1 ` in re; N _ 2 ® I ► 0/4- 1 1/2 S 4 C;L W`4` ® 3' - � .�0. 1 " 'ritite /DETAIL 2KNEE BRACE to- ' N.T.S. -.2 /l i i 2. 46 A`S'S ONA�L�#�� SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWNVAMBEKE BY DATE REV. 6-30-0 4 APPROVED SCALE SPFI.05 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THEN❑TES FOR FOOTING DETAIL INTERNATIONAL BUILDING CODE (IBC 2009), AND ALL STATE & LOCAL BUILDING CODES. TREATED POSTS AS SIZED PER SCHEDULE THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 85 MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. VIBRATE OR ROD CONCRETE TO OBTAIN DESIGN LOADS — ROOF LIVE LOAD = 40 PSF ROOF DEAD LOAD = 5 PSF* FULL BEARING ' CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 1 PSF @ UNDISTURBED S❑IL * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF • MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OF BETTER PER IBC TABLE 1806.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. \�%1 j CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX ��\ �� FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 4 318-08. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA F-- GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2009. ALL NAILS INTO PRESERVATIVE TREATED WOOD SHALL BE 11. HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS @ v.;:;:;:;:;:;: C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND MENI GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), FOOTING DETAIL Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 N.T.S. 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. \tl.' WA/1140 SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH ag eI A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM 4' n� ` r,.� A1557, METHOD D. �. l '1, TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO A W:, .. , PRACTICE IN THE STATE OF WASHINGTON. ''d TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF 710iao67 TOP CHORD DEAD LOAD = 5 PSF "l'.c4S,,p`�rsi,g�o CS. BOTTOM CHORD DEAD LOAD = 1 PSF ` /VAL SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SPECIFICATIONS & FOUNDATION — IBC 2006 DRAWN BY DATE REV. WAMBEKE 7-03-07 APPROVED SCALE SPFI.06 NTS POST/FOOTING SCHEDULE 12' - 24' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE .. SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 24" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 10" 24" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 0.37 10'-0" 24'-0" 6" X 10" W/2",..X624" 3.a..w.v �. ��P... N.._T_ " •' O 0.43 12-0" 8'-0" 6" X 6" 26" 4'-0" NO 0.41 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.45 12 -O 20 -0 6" X 10 27" 3.-3,, NO 0.48 \V>1.1 W4 12'-0" 22•-0" 6" X 10" W/2" X 6" 27" 3'-6" NO 0.52 .O. a R `fes;� A A12'-0" 24'-O" 6" X 12" 27" _... . .3'-10" ,..m.... YES 0.57 "�$ ,,(�aviiii, NOTE: �o 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 41, *itiss° /2" X 6" LAMINATIONS. s`SIONALe 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SPOKANE POST FRAME, INC. 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 12' TO 24' SPANS CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV, CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-04 DEPTH X 4". APPROVED SCALE SPFI.O7A NTS POST/FOOTING SCHEDULE 30' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE • SPACING "H" W X D "B" DIA. "T" REQUI RED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 " -0" 10'-0 10 .. .6" X 6" 26" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3.-O" NO 0.41 101-0" 14-0 6 X 6" W/2" X6 27" 3,-0 NO 0.44 .. ., 6" 8" 10 -0 161-0 X 27.. ,.3 -0 �_ NO 0.44 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 10.-0" 20'-0" 6" X 10" 27" 3'-O" NO 0.44 101-0" 22 -0 6 X 10 W/2" X 6" 27" 3.-3n NO 0.48 10 -0 241-0" 6" X 12" 27" 3,_6u NO 0.52 12-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 12-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.55 12-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 12-0" 14-0 6" X 8" 30" -0 3 NO 0.55 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 12-0" 18'-0" 6" X 10" 30" 3'-0" NO 0.55 12-0" 20'-0" 6" X 10" W/2" X 6" 30" 31-2" NO 0.58 L W 12-0" 22'-0" 6" X 12" 30" 3,4u NO 0.61 1 aw .cs'' • 4 T '/ 12-01. 24'-0" 6" X 12" W/2" X 6" 30.. 3'-8" . . . YES 0.64 j ,`` ,1�1t E . ,6 , , 2. we NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH �.A,, 4piI80o ti 2" X 6" LAMINATIONS. AP0L � 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SPOKANE POST FRAME, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"5 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 30' SPANS CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT DRAVN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-O DEPTH X 4". APPROVED SCALE NTS SPFI.07B POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUI RED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.51 30" 3'-0" NO 0.51 10'-0" 12.-0" 6" X 6" W/2" X 6" 30.. . .... . 3.-0: . ___.. NO 0.51 101-0" 14.-0"... 6" X 6" X W/2" 6" 30" -O �. 3' " .a. NO 0.51 10'-0" 16.-0" 6" X 8" 30" 3',-O". NO 0.51 10'-0" 18'-0" 6" X 8"W/2" X 6" 30" 3'-0" NO 0.51 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.51 101-0" 221-0" 6" X 10" W/2 X 6" 30" 31-2" NO 0.58 10'-0" 24'-0' 6"X 10" W/2" X 6... .. 30".. 3..-0 _. YES 0.64 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.62 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3%4rNO 0.62 12-0" 14'-0" 6" X8" 32" 3'-0" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 31-0" NO 0.62 12-0" 18'-0" 6" X 10" 32" 3'-0" NO 0.62 12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3.-0" NO 0.62 1%li VW ,,.. 12-0" 22'-0" 6" X 12" 32" 3'-3" NO0.67 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 3'-6" NO 0.72 NOTE: ,A 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH ,4, +4I3oo / 2" X 6" LAMINATIONS. k5Zs, AL 'e 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM-FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SPOKANE POST FRAME, INC. 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 36" SPANS CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE `6-30-04 DEPTH X 4". APPROVED SCALE SPFI.07C NTS POST/FOOTING SCHEDULE 40' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUI RED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 1014" . n 6" 6" 30" .10 -0X 3-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 10'-0" 16'-0" 6" X 8" 30" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 10%0" X8'-0 .._. _ .__ ....._.._. " 6" X 8" W/2" X 6" 32" .-0.r NO 0.62 10'-0" 20'-0" 6" X 10" 32" 3..0.. NO 0.62 10'-0" 22r-0" 6" X 10" W/2" X 6" 32" .-0" NO 0.62 10'-0" 24.-0" 6" X 12" 32" 3.-3,x... . .. .. .YES 0.68 12-0" 8'-0" 6" X 6" 33" 3'-0" NO 0.66 " 6" 6" W/2" X 6" 33" 3r-0r. NO 0.66 12-0" 12'-0" 6" X 8.. 33" 3'-0. .. NO 0.66 8" 33" 3'-0" NO 0.66 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0.66 12-0" 18'-0".... 6" X_10"� ._ _._33„o. 3'-0.r�.__ ,. .._NO 0.66 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3.-0.. NO 0.661E1'� AkASoi t . . n 6" .. n . a 12-0 22 -0 X 12 34 3'2" NO 0.74 ` �4, � "� 4 Ai 12-0 24%0" 6" X 12" W/2" X 6" 34 3'-6" NO 0.82 . / /.;- NOTE: v 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH °��, .e�laoito ti. 2" X 6" LAMINATIONS. '%':, LE. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SPOKANE POST FRAME, INC. 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 40' SPANS CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-04 DEPTH X 4". APPROVED SCALE SPFI.07D NTS POST/FOOTING SCHEDULE 48' TO 52' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE . . SPACING "H" W X D "B" DIA. "T" REQUI RED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.70 . 10'-0" 10'-0" 6" X 6" 34" 3'-O" NO 0.70 10 -0 12'-0" 6" X 6" W/Z X 6" 34" 3.-0 NO 0.70 10'-0" 14'-0" 6" X 8 34" 3'-O" NO 0.70 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.70 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.70 10'-0" 20'-0" 6" X 10" 34" 3'-0" YES 0.70 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.70 10'-0" 24'-0" 6" X 12" 34" 3'-2" NO 0.74 12-0" 8'-0" 6" X 6" 38" 3'-0" NO 0.88 12-0" 10'-0" 6" X 6" W/2" X 6" 38" 3'-0" NO 0.88 12-0" 12'-0" 6" X 6" W/2" X 6" 38" 3'-0" NO 0.88 12-0" 14'-0" 6" X 8" W/2" X 6" 38" 3'-O" NO 0.88 12-0" 16'-0" 6" X 8" W/2" X 6" 38" 3'-O" NO 0.88 12-0" 18'-0" 6" X 10" W/2" X 6" 38" 3'-0 YES 0.88 12-0" 20'-0" 6" X 10 W/2" X 6 38" 3.-O NO 0.88 12-0" 22'-0" 6" X 12" 38" 3'-O" NO 0.88 � $�� 'All`+ , ., il 12-0" 24'-0" 6" X 12" W/2" X 6" 38" 3,_3.___ . NO 0.95 � . 's ' A `o . a NOTE: — 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH °:.74 .? ieos4 2" X 6" LAMINATIONS. �s`r S �ti 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED NA POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SPOKANE POST FRAME, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 50' SPANS CONCRETE FLOORS (CONSTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN DV DATE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 6-30-04 REV, DEPTH X 4". APPROVED SCALE SPFI.07E NTS 12 4 1—``0GABLE END TRUSS r' 'N, ' —, ' ' cel 8 — 16c1 NAILS — —1 .0ggIliiiii. DETAIL IlMit ® 11111111111! 8 16d NAILS I ' 20' 0' MAXIMUM I BOLTING BLOCK i i Mit ' CORNER POST I I I © IBM= _ \''`\�``\� ''/`-,, --,�`-,/\'' `/ ',,`\//`\/ ��\\��� ',/`,,"V ', 2' X 6' X 18' pl 8 — 16 d NAILS SINGLE OVERHEAD DOOR OPTION B❑LYING BLOCK DETAIL 3 FRONT ELEVATION TRU GABLE END USS CONNECTION USE BOLTING BLOCKS BELOW N.T.S. ALL CORNER COLUMN GIRTS NOTES FOR FRONT ELEVATION Si HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF—L #2 L yP4�`,, 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF—L #2 v.1 R "'� S4 2' X 8' FACIA BOARDS �@,`� If �1SPOKANE POST FRAME, INC. SS TREATED WOOD POSTS, SIZED PER SCHEDULE _ S6 TREATED 2' X 6' BOTTOM GIRT 19 ,1 POST FRAME BUILDINGS, 12' TO 50' SPANS OR TREATED 2' X 10' BOTTOM GIRTO,t�, ENDWALL FRAMING PLANS & CONNECTIONS �cs�, i8s v, 1 (3 DRAWN BY DATE REV. `sIONAL WAMBEKE 6-30-04 SPFI.8 APPROVED SCALE NTS 12 \700'iNiviii4ri �D 12 \�"„�/ 40 4 �\�\� �ii'l 4 ‘0101�� �`i�j/ fte. H H AIL CA MIS IF ”! I 1-47(S3 S4 - I1L1 I�1I IISI1�111 :f7 U ,i, t 3068 MAND❑❑R ❑PTI❑N SPLIT SLIDER D❑❑R ❑PTI❑N OPENING LA- OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N,T,S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 111'e4 �> 2' X 12' HEADER UP TO 20' 0' DOORS 41,°� , `I ., 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' f". 'Wt. A S3 2' X 6' HEADER % 0 4' X 6' DOOR POST - 8' THRU 14' 1 /v_---` r/ WALL HEIGHT W/ 2' X 6' FACER. 74 .p:1806 6' X 6' DOOR POST - 16' & 18' �SjONAL #(1 WALL HEIGHT W/ 2' X 8' FACER, S5 DOUBLE 2' X 6' KINGP❑ST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE SPFI.09 NTS t 12 \71 */\/ 12 41 1 _....10K _,iii0000 - 84/4.4.11 ._ \_.ditla I& ./41 - --1'-''''11 4. I 11111.1111.111.1111 I I- Y-® 1 I ill 11.1- I ItIMIllillinliMilliMMill�1 1u1 I I I III DOUBLE OVERHEAD DOOR OPTION SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N,T,S, N.T,S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS CI HALF TRUSS DESIGN BY OTHERS L �V��`� S2 2' X 10' HEADER UP TO 12' 0' DOORSA10 ' ""rd 2' X 12' HEADER UP TO 20' 0' DOORS 1�,o - ,�Ll 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' �. .V ,'�''�,i S3 2' X 6' HEADER ii1!% t 0 4' X 6' DOOR POST - 8' THRU 14' O WALL HEIGHT W/ 2' X 6' FACER, v.# 4,180 , 6' X 6' DOOR POST - 16' & 18' SAN-/ONAL � WALL HEIGHT W/ 2' X 8' FACER. 0 DOUBLE 2' X 6' KINGPOST SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS OPTIONAL ENDWALL FRAMING DRAVNWAMBEKE BY DATE REV. 6-30-04 APPROVED SCALE SPFI.10 NTS \--CED \-COD OVERHEAD DOOR SLIDING DOOR OPENING OPENING / / / /%/ / \/%/%/%/ / //%/% / //p// TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. 0 2' X 8' HEADER SD 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS W4 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS � �og a :j �. TREATED POST - � ,. ;; � 16d GALV, NAILS EACH GIRT .nes 4b/ ti :::. SIONAL #� 2' X 6' GIRT (FLAT) :::: SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS SIDEWALL FRAMING DRAVN BY DATE REV. TYPICAL GIRT CONNECTION WAMBEKE s-ao-o4 APPROVED SCALE SPFI.11 NTS si ® $2 0 %%%"%%.. / /4449 �,L �' 1°F � t . rits TYPIC ® o� -=-- b <t AL RUSS BOTTOM CHORD BRACING Iso NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. SS,IONALe 0 GABLE END TRUSS CD DOUBLE INTERI❑R TRUSSES 3 2' X 4' X-BRACING @ 10' 0' D.C. SHEATHING REQUIRMENTS 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' D.C. THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. * ROOF STEED 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT $S TOENAIL BRACES TO TRUSSES WITH ■ FIELD SCREWS' #10 x 1 1/2' AT 9. O.C. (NEXT TO HIGH RIB) 3 - 1❑d NAILS Ni EAVE AND RIDGE PURLIN SCREWS. #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB 1" THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED! * ENDWALL STEEL. 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS. #10 x 1 1/2' B 9' O.C. (NEXT TO HIGH RIB) 1" x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. #14 x 1 1/2' .1 a - 16 d NAILS B BOTH SIDES OF EACH MAJOR RIB. III, I I DIAPHRAGM SCREWS T al t, " 4/--‘11-‘1-11--‘1"—Ir‘r----11- --- 6', 8" ,� I DIAPHRAGM SCREWS B ENDWALL BASE GIRT ACROSS .--i 6", o" O R EAVEALLRI OO HEADERS ON RDOFE END TRUSS TOP CHORD, 10" POST GIRTS cu 1 (T Y P.) / DIAPHRAGM SCREWS) TYPICALSCREW PATTERN, EXCEPT AS NOTED ABOVE METAL SIDIN STEEL SHEETING SCREW PATTERNS I N.T,S NAILING PATTERN FOR SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, TO 50' SPANS POST LAMINAT10NS TRUSS BRACING & POSTTLAMINATIONS NOTE' 2' X 6' LAMINATE MUST BE A TREATED MEMBER DRAWN BY DATE REV. AND MUST EXTEND TO THE BOTTOM OF THE FO❑TING. WAMBEKE 6-30-04 LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN APPROVED SCALE SPFI.12 NTS 1 , Q, „,,,,- *4 P. sk,A , • N. , -- s S\ ALTERNATE TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS 1 THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1" X 4" OR 2' X 4" WEB MEMBER BRACING FOLLOW THESE INSTRUCTI❑NS FOR ALL WEB MEMBER BRACING TO REPLACE "RAT-RUN" WEB 10d NAILS @ 6' ❑.C, Od NAILS @ 6" ❑.C. kik " X 6" ❑R 2" X 8' " X 4" L-BRACE L-BRACE 1110 .5.0 MI FAr 1 1ttiw TRUSS WEB MEMBER TRUSS WEB MEMBER iso. R i .� vv — SECTION B— �� •� SECTION B B B , AT INTERIOR TRUSSES AT GABLE END TRUSS �o - F vi-> 4p 18067 sA;IsT010 (11 `r1ONAL # SPOKANE POST FRAME, INC. POST FRAME BUILDINGS, 12' TO 50' SPANS TRUSS WEB BRACING WAM DRAVNBEKE BY DATE REV. 6-30-04 APPROVED SCALE SPFI.13 NTS / d PURUN SEES AND SPACING 1 USE 2' X 6' DF-L 112 I 2'0' O.C.,8' BAYS �1I11111 .. USE 2' X 6' DF-L 02 1I 2.0' O.C.,10' BAYS �j t USE 2'XEI' DF-L 11282'0' O.C.,12' BAYS 47 / PURUN CONNECTION METHOD • PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST :`I HANGERS OR EQUAL. immiiirr I ...i..., ''�'41\I •0P NOTES FOR LEAN TO CONNECTION DETAIL I MANUFACTURED TRUSS .\ �� NOTCH POSTS 1-1/2' EACH SIDE TO IPROVIDE TRUSS SEAT. All ®TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. ®3/4' DIA.MACHINE BOLT ` `I tor R X 6' X 24'DEAL CSNNECTION STOCK. PROVIDE BLOCK EACH SIDE OF POST. �� TYP.PURLIN. SEE CHART AT LEFT FOR SIZES. 2' X 6' OR 2'X 8'EAVE GIRT \I ®TYPICAL 8', 10'OR 12' B YSa� ej ®6'X 6' FULL SIZE LEAN TO POST ``�• ®16d NAILS I LEAN-TO RAFTERS - SEE CHART L SECTION A-A N ` 1Y441 NOTES FOR LEAN TO GIRTS l$ , ril GIRTS UI DING ARE REQUIRED BE OPEN TEOF NCCLOSED S. OV - II* .I ,r / / USE 2' X 6'DF-L 02 GIRTS 8 2' 0'O.C. FOR 8' BAYS `. Ar� ,A USE 2' X 6'DF-L N2 GIRTS!2' 0'O.C. FOR 10' BAYS i- 7 • USE 2' X 6'DF-L *2 GIRTS 12' 0'O.C. FOR 12' BAYS - 2 2.F m , Sil't• '� SSIONAL # SPOKANE POST FRAME, INC. ': POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO ADDITION TO POST FRAME BUILDING LEAN-TO FRAMING PLANS It; CONTINUOUS ROOF SLOPE •{• DRAWN BY DATE ;:i »rs WAMBEKE 6-30-04 REV. APPROVED SCALE SPFI.14 NTS RAFTER SECTION CHART SPAN BAY LIVE LOAD RAFTER SECTION SIZE ENDWALL RAFTER SECTION • , SPACE PSF OR COMBINATION SIZE OR COMBINATION NOTES FOR F❑❑TING DETAIL , 1?' 0', 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2" X 12' & 2' X 8' ® TREATED POSTS AS SIZED PER SCHEDULE, 12' 0' 10' 0' 40 2 - 2" X 10' & 2 - 2' X 6" BOX 2" X 12' & 2' X 8' 'D VIBRATE OR ROD CONCRETE TO OBTAIN 12' 0" ' 0' 40 2 - 2" X 10" & 2 - 2' X 6' BOX 2 - 2' X 12" FULL BEARING 14' 0" 113' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12 & 2' X 10' C UNDISTURBED SOIL 14' 0',10' 0" 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 10" 14' 0'1?' O' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' 14' 0' 8' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' \�\\\i './ 14' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF-L #1 \ , 14' 0'12' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12" DF-L #1 0 16' 0' 8' 0" 30 2 - 2' X 12' DF-L S. STRUCT, 2' X 12' DF-L S. STRUCT. ih 16' 0"10' 0' 30 2 - 2' X 12' & 2 - 2' X 6" BOX 2 - 2' X 12' 16' 0' 1P' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12" DF-L S.S. 16' 0' 8' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF-L #1 a. 16' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12" DF-L S.S. 111111011 16' 0' 1?' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S,S 2 - 2' X 12' DF-L S.S. SQ ARE DR RIUND BUILDING SPECIFICATIONS: FOOTING DETAIL GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC N.T.S. 2009) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD SITUATIONS. BUILDINGS ARE DESIGNED FOR 30 OR 40 PSF LIVE (SNOW) LOAD, 85 & 90 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY B, SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LIVE LOAD = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & CLAYEY GRAVEL (SW, `� 0., W SP, SM, SC, GM & GC) SOILS OR BETTER (IBC TABLE 1806.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING a Rpt �� / A. OFFICIAL) WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 041, , 2� CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE e$ ,/� CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08. �Y , WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED • /1 OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE b 12304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS IN TO `AD PRESERVATIVE TREATED WOOD SHALL BE HOT-DIP GALVANIZED ZINC COATED, SILICONE BRONZE, COPPER OR STAINLESS S rQ�j � 80 STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM-FIR #2 OR BETTER, FULL %/V e DIMENSION AND GRADED BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 3i" LONG METAL TO WOOD FASTENERS. WALL PANELS SPOKANE POST FRAME, INC. SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. POST FRAME BUILDINGS SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO LEAN-TO BEAM SCHEDULE, SPECS & FOOTING 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6", COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS OTHERWISE DRAWN BY DATE REV, NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH EQUIVALENT TO THAT WAMBEKE 6-30-04 INDICATED ON THE PLANS. SPFI.15 APPROVED SCALE NTS 16d NAIL @ 10' D.C. SIMPS❑N J❑IST HANGER 2' X 6' FULL WIDTH 2' X 6' ❑R 2' X 8' PURLIN ilw iii w 111 16dNAIL@10' ❑.C. w pa w x _ x _ 1- ~ 16d NAIL @ 10' D.C. LwP > > II ,JA 1 / 8 1/2" , LL 2' X LAMINATED TO 2' X 8' 2' X 10' OR 2' X 12' ENDWARAFTER WHERE 2' X 8" 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART REQ'D - SEE CHAR ENDWALL RAFTER - SEE CHART SECTION A - A SECTION A - A STANDARD RAFTER DETAILS STANDARD ENDWALL RAFTER DETAILS SIMPS❑N J❑IST HANGER FULL WIDTH 2' X 6' 2' X 6' OR 2' X 8' PURLIN I ,LA l�L C11:1 Nft, _Id 7 C ! r, ' ' G L 2— Ce --- � > O� L 16d NAIL @ 10' D.C. 18067 ti 8 1/2' `r1ONAL / ' 2' X 8 2' X 10' OR 2' X 12 VERTICAL MEMBERS - SEE CHART SPOKANE POST FRAME, INC. SECTION A - A BOX BEAM DETAILS POST FRAME BUILDINGS, 12' TO 50' SPANS LEAN-TO BEAM CONNECTIONS DRAWN BY DATE REV, WAMBEKE 6-3O-04 APPROVED SCALE SPFI.16 NTS , 4.... ..,E) G, .....---,_ 41/ 1 ^V �\I NOTES FOR LEAN TO CONNECTION ETAIL ®MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIE TO PROVIDE TRUSS SEAT. �\I ®TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. ®3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDWALLS \\ ®2' X 6' X 24' DF-L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST, \I TYP.PURLIN• SEE CHART AT LEFT FOR SIZES. •1l 2' X 6' OR 2' X 8' EAVE GIRT 2' X 6' DF-L GIRTS ! 24' O.C. TYPICAL 8',10'OR 12' BAYS `, � ®6' X 6' FULL SIZE LEAN TO POST 4, ®16d NAILS 1®LEAN-TO RAFTERS - SEE CHART I. SECTIDN A-A �I 4D (.. _______,0-, !• - PURLINS PURL NIN CONNECTION BE HUNG FROM • LEAN TO RAFTERS WITH 1tL W STANDARD SIMPSON JOIST R • HANGERS OR EQUAL. °l 1, r (II%: • NOTE, ')/ $ �� ♦ �` PURLINS TO BE SPACED ! 16'O.C. / �, / UPPER HALF OF LEAN-TO SPAN +/ ;Y1 TO RESIST SNOV DRIFT LOAD 4, iiiIiiiO� •p�80` Y Cs1 �SIONAL # iiiiiii. 1......e....' SPOKANE POST FRAME, INC. A LEAN-TO ADDITION TO POST FRAME BUILDING 5•; STEP DOWN LEAN-TO ROOF POST FRAME BUILDINGS, 12' TO 60' SPANS KM STEP-DOWN LEAN-TO FRAMING PLANS r .+_ .'• DRAREV. { VAMBEKEWNBY 1-16-05DATE SPFI.16 APPROVED SCALE NTS 5, 10 GA. HRS _ 'v STEEL SIDES 4' ■ - 0 _ .. (U O M 6 MAIN BUILDING 0 0 STEEL X O X M FL BOTTOM PL POST tiI Ac, TWO 5/8'0 M. 2' 1 1/8' BOLTS THRU POST 9' STEEL POST ATTACHMENT BRACKETLEAN-T❑ RAFTERS s-0( 2" X 10" MSR 2,250f-1,8E - 12' BAYS -, ' 2" X 10" MSR 1,950E-1,7E - 10' BAYS `` 2" X 3" SOLID FILLER NOTCH 2" X 10" T❑ SEAT IN BRACKET • • -.�1�L�4149 5/8"0 M. BOLT ` ----�; �agr/' j.1�`��� THRU RAFTER 4 - 30d � � NAILS t asst80 6s,0. I DNAL # 14' OR 6" X 6" P. T,7 .1 , LEAN-TO POST Sp gN SPOKANE POST FRAME, INC. S LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF L.L. N Y VAMBEKE DRAVB6-30-04DATE REV. APPROVED SCALE SPFI.17 NTS ' SPOKANE POST FRAME, INC. is,�°L) -± �V t &-°'51"IA JOB NAME-tE� C., Engineered Pole Buildings P1-HONE n p-- 31_4.14 shops ROLFE WILLADDRESS -Z �Z`., l D►T V � � , garages Owner sj P©kri--N v VJA ( L jCI 1- storage buildings - —--.,. �'i cabins 509-926-0865 • Fax 509-924-5161 LEGAL DESCRI PT ION kits-cost plus or 1-866-926-0865 ?k t___ "4 y-52_3L( - 1ott? 7001 E.2nd Ave Visit us at Spokane.WA 99212 www.spokanepostframe.com y t . —_______ • Site Plan Zm1 , . A 4 09-- P, .,4; ----- c\ ----0. . It '_,I1r)�,n, . Com— '� �—. „ North �,.� 4?- '17\ Show streets/alley Show septic/sewer/dralnf letd ' Show existing buildings _ Show proposed building Show setbacks- front, rear, sides. 4. • Show lot size Y ZONING CRITERIA - SPOKANE . city .- It closer than 5'to property line -need firewall and parapet Out of rear 30'and closer than 5' -need waiver from neighbor • Can't cover more than 50%of rear 25' 132/ Corner lot-building must be 20' from property line 50'minimum setback from front property line Less than 8' from residence-need firewall /I�� ''W/n� Maximum square footage- 10%of lot area(Must be less than 3,000 sq ft.) Project # V5LU - f?. a'27 May not subdivide lot so that building is more than 10%of residual lot area RECEIVED bounty if closer than 5' to property Ilne -need firewall JUN 6 ��'� 10' from septic/.dralnfleld Less than 6' from residence -need'firewall Ulla&SETBACKS ARE SHOWN BELOW. WILL NEED TO CHECK CODE BOOK CSV PERMIT CENTER AND KNOW WHAT ZONING YOU'RE IN TO BE SURE. MAXIMUM BUILDING SIZE ALSO CHANGES WITH DIFFERENT ZONING. SUB # ( ' l REV # 1 I 5'minimum side yard setback 5'minimum rear yard setback Minimum front and side street setback -25'from property line or 55'from center of road-whichever Is oreater Target Date sheet For City Use Only Sjökane ject Address/ /2 r, �;�'l .. Valley®v 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240♦ Fax: 509.688.0037♦ permitcenter®spokanevatley.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 ! ,S - 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