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2004, 09-23 Permit App: BLD-04-07731 MHPERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILDING DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206. Phone: (509)688-0036 Fax: (509!688-0037 REQUIRED SITE INFORMATION STREET ADDRESS: 4241/ igr• q56, 22 - ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: PERMIT DESCRIPTION: /29404 ‘‘ 4// 44, dr BUILDING PERMIT 0CHANGELNUSE CI GRADDIG EIRELOCATION asIGN DTENANT D HOME OWNER / APPLICANT INFORMATION 1:1 OWNER: APPLICANT: PHONE: 92 -54 441: FAX: PHONE: ADDRESS: .24W "> ie,fedeo: 041- ffZ4DDRESS: CITY, TATE, ZIP CITY, STATE, ZIP °CONTRACTOR: ///16‘... 47e707.4.57 ARCHITECT: PHONE:47 f3'3 FAX: 77/-001/ PHONE: ADDRESS:/5 &"/l 937 ADDRESS: CITY, STATE, ZIP CITY, STATE, ZIP FAX: FAX: NTRACTOR1L10ENSE CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT: BUILDING HEIGHT TO PEAK: BUILDING DIMENSIONS: NUMBER OF STORIES: NUMBER of BEDROOMS: FLANKING SETBACK: FRONT SETBACK: REAR SETBACK: LEFT SETBACK: RIGHT SETBACK: 5- 30% SLOPES ON PROPERTY: MAIN FLOOR SQ FT: 1-07S' OCCUPANCY GROUP: 2N0 FLOOR SQ FT: CONSTRUCTION TYPE: UNFIN BASEMENT: STRUCTURES ON PROPERTY: FINISHED BASEMENT: CRITICAL AREAS: GARAGE: CURRENT. PROPERTY SIZE: COVERED DECK: CURRENT PROPERTY USE: DECK: CURRENT SEPTIC USE: CURRENT WELL USE: IMPERVIOUS SURFACE AREA: MANUFACTURED HOME SIGN WIDTH: lJ LENGTH: YEAR: SET: MANUFACTURER: SQ FT OF SIGN: HEIGHT OF SIGN: # OF SIGNS: AREA OF EXIST SIGN: TYPE OF SIGN: RELOCATION FIRE SAFETY PREVIOUS ADDRESS: PROPOSED USE: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: FIREWORKS DISPLAY: BLASTING: DATE/TIME: WA STATE NON-RESIDENTIAL ENERGY CODE PLANS EXAMINER: ADDRESS: PHONE: FAX: CITY, STATE, ZIP INSPECTOR: PHONE: FAX: ADDRESS: CITY, STATE, ZIP SPECIAL INSPECTIONS 0 BOLTING FIRM NAME: INSPECTOR(S): 0 CONCRETE REINFORCEMENT PHONE: 0 WELDING FAX: BUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: 0 YES 0 NO IS PUBLIC WATER AVAILABLE: YES NO IF YES: 0 COUNTY 0 CITY IF YES, WHICH WATER DIST/IRR: IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO IS THE PROPERTY LOCATED WITHIN ASA: 0 YES 0 NO PSSA: 0 YES 0 NO I DATE: STAFF: METHOD OF PAYMENT: 0 0 CASH CHECK VISA BANKCARD#; EXPIRES: VIN# AUTHORIZED SIGNATURE: *FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD 2f.r s,4 //t4i ii-46e;t2 /2' ge,tA/o4o--X;/(__,z 2r� w :elea peu6,g 'IMO pow* JMIto :MW tR" is 'J AM 10 sa1110 `tp1MMA in pIISOlPU! Osly 'pegiµ.iap' uadq a QM N•pulsunplult's•tni 'suoIsuo iIiu �1WOO umONal Nr 'pso40/d eta M1100 pie MI t M put *wad eutpttnq a bumeigo p MlOd11ld Olp mi MMlwns Oupq al mid ells 1441 03M3IA31J S1N3 WIOa NOW IM aVOII 3NOZ SS31i0©1/ ,4004/ jJjcv2 3031 o/ '7. 9- G‘ 7 X r --A -r ,EGG G•` � 5- #4,-F/43/ 4z / ' /jirr ^ A-G/4A 4?7/ esc5-3 �' i4",Ie /./A4./ ee`' -_e--./3ex</lf 3y "moo„ �Ytol�g e- --cr- - C/ �Jlti/fGli Pe a� c2_7 7 ze•c%sem 1,/ d//176,-40e.--0.-el 041 3BR, : STUDY, CORNER OVAL TUB 1 yG,� ti Ai /� .JT Oa -(- PtiW G'4vhs FIGURE 4.1 - TYPICAL FOOTING & PIER INSTALLATION i I< Single blocks, maximum height of 28 inches SHIM CAP PIER F001ING Concrete grouting Steel Pier • Footing �..I i \ FOOTING -j Steel or concrete manufactured pier `,,,,,,rttitrr�rl,,, Double interlocked �'�Q. �G��TER�; •�' '1, blocks, maximum :' Q N. ©•'.�'�� height of 70 inches= 6(%30 EF. :1± r. MANUFACTURED PIER NAL'tV :�` Z / 4 /2o 00 411ii I o"' For piers exceeding 70" in height, the concrete blocks must be filled with concrete grouting and steel bars must be utilized. TABLE 4.1 TYPE OF CONCRETE BLOCK MAXIMUM PIER HEIGHT SINGLE STACK 28" DOUBLE INTERLOCK 70" NORMAL MANUFACTURED HOME INSTALLATION Type of Foundation System 1. Piers - Ground Anchors - Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete slab or continuous footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Recommend installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/post system. Home rests on piles/posts. Place sufficiently deep in the ground to resist all wind, snow, frost heave and earthquake forces. Straps fasten home to piles/posts or caps placed thereon. 4. Concrete or concrete block Toad -bearing perimeter walls (basement or crawl space). Home rests on exterior load bearing walls which sit on concrete footings, sufficiently heavy to hold down home to resist all external forces. Set -Up Manual - Page 7 REQUIRED FOOTINGS & PIER ��N�����N��� ~~~_~�.~~~.~.�� (For Homes NOT Requiring Perimeter Blocking) In Table 4.2 below are the di nloadousedbmdetornina0haeupport structure for homes not requiring perimeter blocking. The minimum values to be used for pier and footing design based on the indicated roof live bad and a floor live Ioad of 40 pounds per square foot (PSF) are specified in Table 42. See Figure 4.2 for typical pier layout. A| load bearing pier supports and footings may be subject to approval by the local enforcement agency. As specified in Table 4.2, each pier shall have adequate capacity to support the design load shown. The required sizes of footings wiU depend on soU bearing capacty test results. In heu of soU tests, confer wth the Iocal building authority for recommended soil bearing capacity in your areaThe areas beneath the footing shau have aU grass and organic materials removed before installation. All footers must be placed on either undisturbed soil or compacted fill. TABLE 4.2 PIER LOADING UNDER MAIN I -BEAMS (When only frame blocking is required.) 19STA • 40141 ' NOTES: 1. See Table 4.4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 256 square inches. 2. The maximum spacing of supports is not to exceed 12 feet. 3. Where it is impractical to maintain opacing, such as in the axles area, the average of the distance to each adjacent support may be used to determine support mquimman\o, for example: if the distances to the adjacent supports were 8.-0^ and 8.-0^. the average spacing would be 7-0'. 4. Homes located in the north (40 PSF) roof load zones MUST have perimeter blocking per Table 4.3 unless indicated Set -Up Manual - Page 8 12'mw34' WIDE HOMES 14', 28', or 42' WIDE HOMES 16'or32'WIDE HOMES Pier Spacing Under Main |'8aams (Ft) Pier Load (Lbs) 20 PSF Roof Load (South Zone) Pier Load (Lbs) 30 PSF Roof Load (Middle Zone) Pier Load (Lbs) 40 PSF Roof Load (North Zone) Pier Load (Lbs) 20 PSF Roof Load (South Zone) Pier Load (Lbs) 30 PSF Roof Load (Middle Zone) Pier Load (Lbs) 40 PSF Roof Load (North Zone) Pier Load (Lbs) 20 PSF Roof Load (South Zone) Pier Load (Lbs) 30 PSF Roof Load (Middle Zone) Pier Load (Lbs) 40 PSF Roof Load (North Zone) 4 2130 2420 2560 2410 2740 2940 2700 3080 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 ` 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 8640 Q 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6760 7650 8300 12 6390 7250 7660 7250 8250 � '800 8100 9200 8950 NOTES: 1. See Table 4.4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 256 square inches. 2. The maximum spacing of supports is not to exceed 12 feet. 3. Where it is impractical to maintain opacing, such as in the axles area, the average of the distance to each adjacent support may be used to determine support mquimman\o, for example: if the distances to the adjacent supports were 8.-0^ and 8.-0^. the average spacing would be 7-0'. 4. Homes located in the north (40 PSF) roof load zones MUST have perimeter blocking per Table 4.3 unless indicated Set -Up Manual - Page 8 FIGURE 4.2 PIER LAYOUT FOR HOMES @ SOUTH AND MIDDLE ROOF LOAD ZONES 3'-0" (MAX) 12'-0" MAXIMUM TOP VIEW - SINGLE SECTION MAIN I -BEAM PIER BLOCKING, SEE NOTE #4 BELOW - (TYPICAL) SEE TABLE 4.2 J I SEE NOTE #1 TYP. I -BEAM PIER BLOCKING MAIN RAILS I -BEAMS SEE NOTE #1 TOP VIEW - DOUBLE SECTION MAIN I -BEAM PIER BLOCKING SEE NOTE #4 BELOW 12'-0' MAXIMUM L (TYPICAL) SEE TABLE 4.2 7-0• (MAX) SEE NOTE #1 I TYP. 1 -BEAM ' MAIN RAILS PIER BLOCKING I -BEAMS TYP. COLUMN SUPPORT PIERS AT EACH SIDE OF MARRAIGE WALL OPENING TYP, I -BEAM " MAIN RAILS PIER BLOCKING I -BEAMS SEE NOTE #1 GENERAL NOTES 1. PERIMETER PIER BLOCKING MUST BE PROVIDED AT BOTH SIDES OF ALL EXTERIOR DOORS (EXCEPT AT ENDS OF HOMES) AND ANY OPENING IN THE EXTERIOR SIDEWALL 4'-0" OR WIDER (INCLUDING PATION DOORS, RECESSED ENTRIES, BAY WINDOWS, AND PORCHES). 2. FOOTINGS AND PIER SUPPORTS MUST BE DESIGNED TO SUPPORT THE LOAD VALUES SHOWN. 3. COLUMN SUPPORT PIERS, LOCATE ONLY AT BOTH SIDES OF CENTER LINE WALL OPENING. 4. THE TABULATED PIER LOADS INCLUDE THE INDICATED LIVE LOADS PLUS HOME DEAD LOADS (INCLUDING CHASSIS AND WALLS). 5 RECOMMENDED MAXIMUM PIER SPACING FOR MAIN I -BEAM FOR THE FOLLOWING 1 -BEAM SIZES IS: 8' 1 -BEAM 8'-0. OC 10" I -BEAM 10'-0" OC 12. 1-BEAM12'-0' OC TOP VIEW - TRIPLE SECTION MAIN 1 -BEAM PIER BLOCKING SEE NOTE #4 BELOW — 3'-0•y 12'-0• MAXIMUM (MAX )i (TYPICAL) f SEE TABLE 4.2 E3 E3 SEE NOTE #1 I TYP. I -BEAM PIER BLOCKING MAIN RAILS 1 -BEAMS L TYP. COLUMN SUPPORT PIERS AT EACH SIDE OF MARRAIGE WALL OPENING 2'-0" (MAX) TYP. I -BEAM PIER BLOCKING 2'-0" (MAX) MAIN RAILS I -BEAMS TYP. COLUMN SUPPORT PIERS AT EACH SIDE OF MARRAIOE WALL OPENING TYP. I -BEAM / MAIN RAILS PIER BLOCKING I -BEAMS Set -Up Manual - Page 9 SEE NOTE #1 f] Q• f Io. Fa " {� r '' (160`.3034)X___% • $• ' STATE OF ,44tii 12/loI s�t'�'••DlA��''c�t' 'ONLr, )1NIIIAII10►1A � FIGURE 5.4 FASTENING AT ROOF MATING LINE DETAIL "A" DETAIL "A" DOUBLE -SECTION MATING LINE 3/8'x5' LAGS * (PRE -DRILL) DECKING 2x3'S OR RIDGE BEAMS * WIND ZONE 1 48' O.C. WIND ZONE 2 18' O.C. WIND ZONE 3 14' O.C. ALT. DETAIL "A" TRIPLE -SECTION MATING LINE TRIPLE -SECTION MATING LINE 16"x96" x(3/8" MIN.) PCS. OF ROOF DECKING (SHIPPED LOOSE) 40' 3/8"x5" LAGS* 318'x5' LAGS * (PRE -DRILL) 55' DECKING 2x3'S OR RIDGE BEAMS GPi� 5 ` �yl�� �P �PROXI',�+i' 118' 'ORO)" Gpe ' ��-t, 2x3'S OR RIDGE BEAMS DECKING FIGURE 5.5 SHINGLE ROOF CLOSE-UP FASTEN WITH MINIMUM 1" LG. GALV. FASTENERS ON EACH p14 SIDE AS SHOWN. NOTE: - 1" RIDGE CAP SHINGLES ARE 36"x12" CUT IN THREE SECTIONS, DETAIL "B" RIDGE CAP SHINGLE LAYOUT ,0 T?4 r�P.. GEST E,g0OS:5) a`�'N0. 9 Z": STAT OF:w= (411/0f WHEN SHIPPING STRflig'FR[MurvIOVED FROM THE ROOF THE NAIL OR STAPLE HOLES MUST BE SEALED WITH AROOFING CEMENT. LIFT THE SHINGLE TAB WHERE THE HOLE IS AND APPLY CEMENT ON THE UNDER- SIDE OF THE FASTENER HOLE. STEP 4: INSTALL RIDGE CAP OVER SHINGLES OR RIDGEVENT (IF SUPPLIED). (SEE DETAIL "B") STEP 3: UNDERLAYMENT OVER 30 GA. STRAP (MIN. 6" OVER -LAP EACH SIDE OF PEAK) STEP 2: INSTALL 4"x10"x30 ga. (.0120 MIN.) GLAV. STRAPS. FASTEN TO TRUSSES AT ENDS OF ROOF AND EVERY 4'-0" (OR CONTINUOUS, STRAP LENGTH OF HOME). FASTEN WITH (4) 10d NAILS OR (4) 15ga.x7/16"x2-1/2" STAPLES AT EACH END OF EACH STRAP STEP 1: APPLY LAGS AS SHOWN SPACED PER APPLICABLE WIND ZONE PER DETAIL 'A'. 1/2 THE DISTANCE E�..------- OF MAX. SPACING IN TABLES ABOVE DOUBLE -SECTION ALT. #1 (W/ CONTINIOUS GALV. STRAP @ MATELINE, SHIPPED LOOSE) STEP 4: FIELD INSTALLED SHINGLES AT EACH HALF STEP 3: UNDERLAYMENT OVER 30 GA.STRAP (MIN. 6" OVER -LAP EACH SIDE OF MATE LINE) STEP 1: APPLY LAGS AS SHOWN SPACED PER APPLICABLE WIND ZONE PER DETAIL 'A'. 1/2 THE DISTANCE OF MAX. SPACING 4eFF IN TABLES ABOVE "M!‘ q‘ qA STEP 2: INSTALL 6"x144"x30ga. (.0120" MIN.) GALV. CONTINUOUS STRAP FASTEN TO RAFTERS AT ENDS OF ROOF AND EVERY 4'-0". FASTEN WITH 10d NAILS OR 15 GA. x7/16"x 2-1/2" STAPLES 6" O.C. AT EACH SIDE OF SEAM. ALT. #2 (W/ CONTINIOUS PLY. PC'S. @ MATELINE, SHIPPED LOOSE) STEP 4: FIELD INSTALLED SHINGLES AT EACH HALF STEP 3: UNDERLAYMENT OVER ROOF DECK (MIN. 12" OVER -LAP AT EACH ROOF DECK JOINT). FASTEN W/ ROOFING NAILS 48" O.C. STEP 1: APPLY LAGS AS SHOWN SPACED PER APPLICABLE WIND ZONE PER DETAIL 'A. 1/2 THE DISTANCE OF MAX. SPACING k I,N TABLES ABOVE 4‘ NOTE: PLY -CLIPS, (1) W/ RAFTERS 16: O.C. (2) W/ RAFTERS 24: O.C. STEP 2: 16"x96"x(3/8" MIN.) PCS. OF ROOF DECKING (SHIPPED LOOSE). FASTENING, 7/16"x1-1/2" x15 GA. STAPLES AT ZONE 1 & 2, 4" O.C. & AT ZONE 3, 3" O.C. (AT ZONE 2 & 3 DBL. TRIPLE -SECTION MATE -LINE Set -Up Manual - Page 17 ROW OF FASTENERS AT DBL. TRUSSES) NOTE: DECKING BUTT JOINTS MUST BE LOCATED AT TRUSSES.