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HomeMy WebLinkAboutBLD2007-01216 Final Detached Garage - BLD Permit / Conditions - 9/11/2007 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2007-01216 OWNER: JOSEPH PLANT RECEIVED: 7/5/2007 CONTRACTOR: SOUND BUILDING SYSTEMS, INC. LICENSE: SOUNDBS027NM EXP-. 8/19/2008 ISSUED: 7/26/2007 SITE ADDRESS: 81 NE MUNSON BLVD BELFAIR EXPIRES: 1/26/2008 PARCEL NUMBER: 223047790092 LEGAL DESCRIPTION: TR 9-B OF SURV 13/40 TR D OF SP#1934 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Detached Garage Tahuya Blacksmith Rd. to left on Munson Blvd. to site. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: V-B Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Valuation: Building Height: 14 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Water Body: Make: Length: Ft. Front: E 163.0 Ft. Shoreline: Ft. SEPA?: Rear: W 63.0 Ft. Slope: Ft. Unkn Model: Width: Ft. Shoreline Desig.: pt,mttAppliCable Side 1: N 30.0 Ft. Year: Serial No.: Side 2: S 269.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KKK 7/5/2007 $236.11 B12007000 Planning Review Fee KKK 7/5/2007 $170.00 B12007000 Building State Fee BTA 7/18/2007 $4.50 B12007000 Building Permit Fee BTA 7/18/2007 $363.25 612007000 EH Plan Review TW 7/23/2007 $35.00 612007000 Total $808.86 BLD2007-01216 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2007-01216 CONDITIONS FOR BLD2007-01216 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-,,0982 The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roadconnect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. 3) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. X 4) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X /fi-� 5) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. X !*� 6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 7) The "approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building-Department Department prior to any further inspections being performed or approvals granted. x "V L-) Per 2003 IRC - SECTION 1609 -WIND LOADS - 1609.1 Applications. Buildings, structures and arts thereof shall be designed to withstand the i 8) pP 9 P minimum wind loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609 WIND SPEED 3 SECOND GUST the winds speed for Mason Count is 85 MPH. BASIC ( ) p y x K�,J BLD2007-01216 Please refer to the following pages for conditions of this permit. 2 of 4 9) Per 2003 IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in accordarlce with the applicable provisions of this section and the manufacturer's installation instructions. X � 10) This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X 11) Proposed structure or portions thereof, must maintain a 5' separation distance between adjacent structures and that furthest projection. . X Z,,/ 12) Proposed structure(s) must maintain a minimum of a 5' setback from all property lines, easements and 25' from all County and State Road right of ways. Setbacks are measured from the furthest projection of the structure. X 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. X kf6, 1 14) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. Xl.✓ 15) All property lines shall be clearly identified at the time of foundation inspection. X �� 16) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with X MasonCounty ordinances and building regulations. 17) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder ave prevented action from being taken. No more than one extension may be granted. X 18) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X BLD2007-01216 Please referto the following pages for conditions of this permit. 3 of 4 19) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. X 20) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 21) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project. X /�L✓ 22) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure these structures meet the setback conditions listed. Xw 23) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X �c.�/ This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. OWNER OR AGENT: —" DATE: BLD2007-01216 Please referto the following pages for conditions of this permit. 4 of 4 I o CONCRETE MECHANICAL MANUFACTURED HOME CD 1'/4 o?hillA D � Footings tbacks Date By Ribbons z Gas Piping o Interior Date y Interior-Date By Date By L N Exterior Date By Exterior-Date B Set-up O INSULATION cf) Point Load!Isolated Footings Date By M BG t SLAB INSULATION � Date By Data By FIRE DEPARTMENT = Foundation Walls Floors Date By Date By Data By DECKS FRAMING Wails Date By Date -e� r R"o Date By PROPANE TANKS PLUMBING vault Date By Data By OTH7,9,.,A Groundwork AM Type. Date BY, Date By Yp 'IG.v7 By/�J�u Date 7 DRYWALL Type- Int.Brace Wall Date By W Date By Date By FINAL INSPECTION Water Line Fire Seperation C Date By Date By Date _ By p m V Pass or Request Inspect. b s CD of Insp. Fail Date Date Done By Comments s rn o o ` 4.07 �. < v a 8 _a o cn "- 0 v m j o - I r ,Be►fa�� wA 9rrS-r .103C)w- -77- 400y2 �� vC••,eKi Ly hl � x oy� �i o — — t too-,a _�� -- .26Y.bs -�--y+� icy•P��p.se� 30 Sta..4,„� t��to r FW_- Z O \. O. W cr- a r+0120 bS i POST / BRACING NOTES Ud JI I FOR APPROVAL ITEM DESCRIPTION 12'-0" SUBMIT CH _ G WO K 12'-0F0 R INS11LC I I V I '7 6X6 P.T. /2 H-F POST �141 T En3006 CURRENT USE 3'-0" (MIN) EMBEDMENT DEPTH I GATE CODES O O 24"0 FOOTING AND GRANULAR BACKFILL 6X6 P.T. /2 H-F POST OD © USE 3'-0" (MIN) EMBEDMENT DEPTH, O 18"0 FOOTING AND GRANULAR BACKFILL o x 4X6 P.T. /2 H-F POST 0 0 I © USE 3'-0" (MIN) EMBEDMENT DEPTH, X 18"0 FOOTING AND GRANULAR BACKFILL, NOTE ORIENTATION a i OP.T. DOOR POST OD �'r U u- (SEE GENERAL NOTE 3) B o 5� s o B N _ Ft Per 1 _ N LAI W X m I j I X N N O 0 0 N W W J J 0 0 I X cV O I �2EQ�y�2Erv�c-+v-rs•. � � ,Lt s3 S co 17ol 7117`175 ?e a � O O GENERAL NOTES �o PLAN VIEW 1. ALL POSTS EMBEDDED IN GROUND SHALL BE PRESSURE TREATED FOR BURIAL. /^+ 2. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE LOCATED BY (✓�' 7' LLIANCE E N�r IN EED� THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY ,o 39188 WWW.polebuildingengineering.comLOCATED ON TH DRAWING. 1\ 3. DOOR POSTS MAY BE SIZED, LOCATED AND EMBEDDED BY THE �G.c,�FCI����� ���` 2700 Market St NE • Salem, Oregon 97301 (503) 589-1727 CONTRACTOR UNLESS NOTED OTHERWISE. f SSIONAI �G CLIENT OWNER / BUILDING LOCATION 4. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES SOUND BUILDING SYSTEMS JOSEPH PLANT PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. EXPIRES: 12/4 3546 THORNDYKE RD 81 NE MUNSON BLVD '� PORT LUDLOW, WA 98365 'BELFAIR, WA 98528 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 15 JUN 07 DWG NO: JOB NO: REV:. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING To BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC PLOT @ 77 PFB-01 Of 07 160827 Q 12 4 0 0 0 0 10'X8' OHD 10'X8' DHD 3068 MD 36'-0" I 24'-0° I � REAR EAVE VIEW LEFT GABLE VIEW ,T18" OVERHANGS INSTALL PER OVERHANG 12 DETAILS DRAWING TYP - 0 0 0 0 36'-0" 24'-0" FRONT EAVE VIEW RIGHT GABLE VIEW ELEVATION VIEWS �w ENG[NEE 88ALLIAINCE: www.polebuildingengineering.com RING G� 2700 Market St NE • Salem, Oregon 97301 510 589-1727 5 A1,Er 9 _�) �CLIENT_- OWNER / BUILDING___LO_CATION SOUND BUILDING SYSTEMS 'JOSEPH PLANT EXPIRES: 12/04/0 7 3546 THORNDYKE RD 81 NE MUNSON BLVD PORT LUDLOW, WA 98365 IBELFAIR, WA 98528 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 15 JUN 07 DWG NO: JOB NO- REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC 1PLOT 96 PFB-02 Of 07 160827 5 INSTALL TOP GIRT AND OUTRIGGER 6X BLOCKING BETWEEN TRUSSES PER OVERHANG DETAILS DRAWING 2X6 #2 D-F PURLINS 0 24" (MAX) O.C. (6) 16d OR 20d NAILS NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS (4) (MIN) 16d OR 20d NAILS NAIL 2X4 BLOCKS TO TRUSSES (2) 3/4"0 A-307 BOLTS 2 W/ (2) 16d OR 20d NAILS EA SIDE 4 W/ NUT & FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO N7 S MATCH POST WIDTH (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK SIZE) • DETAIL 1 PRE-ENGINEERED TRUSSES BY OTHERS • _'t SEE DETAIL 1 INSTALL (3) 20d NAILS 2- DEEP o Q POST IN EA POST FACE 0 MID-SLAB I DEPTH FOR POST CONSTRAINT o 29 GA METAL SHEATHING PERIMETER POST TYP ROOF AND WALLS BOTTOM GIRT 2X6 #2 H-F GIRTS ® 23" (MAX) O.C. NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END P.T. BOTTOM GIRT SEE DETAIL 2 � NAIL TO POST W/ (6) 16d OR 20d NAILS EA END 0 4" (MIN) CONCRETE FLOOR uj coBACKFILL PER POST/BRACING NOTES ON PFB-01 a (SEE CONSTRUCTION NOTES) ',}q DETAIL 2 6" THICK CONCRETE FOOTING (SEE CONSTRUCTION NOTES) BUILDING DATA: GENERAL NOTES WIDTH: 24'-0" LENGTH: 36'-0" 1. CARTS MAY BE INSTALLED COMMERCIAL STYLE EAVE HT: 10'-0" AT 24" O.C. BY THE CONTRACTOR WITH 2X ROOF SLOPE: 4 IN 12 BLOCKING BETWEEN MEMBERS OR WITH � BUILDING CODE O�C) SECTION A WIND LOAD: 85 MPH TRUSS SPACING: 12'-0" SIMPSON LU26 HANGERS (OR EQUAL). IF 2X BLOCKING IS USED, THEN NAIL BLOCKING TO s� _ POST MATH (s) 20d OR (6) 16d NAILS (MIN). � 7 ALL1,4NCE ENGI]VEERINAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) �EXPOSURE: B 16d NAILS AT EACH END. ,� 39188 <c,4 www.polebuildingengineering.comSNOW LOAD: NG 5 F 2. PURLINS MAY BE INSTALLED WITH SIMPSON �,r� �CI DEAD LOAD: 3 PSF 2700 Market St NE SOlem, Ore on 97301 (503) 589-1727 SOIL BEARING: 1.5 KSF LU26 HANGERS (OR EQUAL) SEE NOTE E ON ss/ONALti�G CLIENT OWNER] BUILDING LOCATION SEISMIC ZONE: D THE CONSTRUCTION NOTES, OVER-LAPPED, OR SOUND BUILDING SYSTEMS JOSEPH PLANT BUTTED ON THE TRUSSES AS REQUIRED BY 3546 THORNDYKE RD 81 NE MUNSON BLVD IBC: Zoos THE CONTRACTOR. EXPIRES: 12/04/ PORT LUDLOW, WA 98365 BELFAIR, WA 98528 (DALLIANCE ENGINEERING OF OREGON, INC DATE: 15 JUN 07 DWG NO: JOB N0: REV IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR 14S DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC (PLOT a, 4a� PFB-03 Of �7 160827 L� NAIL LAMINATE OUTER RAFTER TO INNER RAFTER W/ (2) ROWS 16d OR 20d NAILS ® 12" (MAX) O.C., STAGGERED TRIM INNER RAFTER FOR TIGHT FIT BETWEEN 6X6 POSTS I. I' OUTER RAFTER HEEL (6) 16d OR 20d NAILS 2X BLOCKING BETWEEN GIRTS • W/ (10) 16d OR 20d NAILS IN EACH BLOCK RAFTER HEEL PLACE NAILS AT 1-1/4- (MIN) FROM BLOCK EDGE TYP (1) RAFTER EA SIDE OF POST & AT 2-1/2' (MIN) O.C. (6) 16d OR 20d NAILS TRIM BLOCK FOR TIGHT FIT 2X BLOCKING BETWEEN GIRTS TYP (2) PLCS ON EACH GABLE WALL POST UNDER W/ (10) 16d OR 20d NAILS IN EACH BLOCK EACH OUTER RAFTER HEEL PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE • & AT 2-1/2" (MIN) O.C. TRIM BLOCK FOR TIGHT FIT • TYP (1) PLC ON EACH GABLE WALL POST UNDER EACH OUTER RAFTER HEEL 2X CORBEL BLOCK BY 16" (MIN) LONG • W/ (10) 16d OR 20d NAILS PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE & GIRT AT 2-1/2' (MIN) O.C. POST TYP ON EACH GABLE WALL POST UNDER EACH INNER RAFTER HEEL GIRT POST NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. 1 DOUBLE GABLE RAFTER W/ OHDS r 2 DOUBLE GABLE RAFTER N.T.S. w� ~ FRAMING DETAILS GENERAL NOTES �°� 1. IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE �. Z ENG[NEE TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED .QO � 39188ALLIANCE RI TO ACCOMMODATE THE REMAINDER OF THE NAILS. ,t� CISTERN �`�' www.polebulldingengmeering.com NG 2. IF GIRTS ARE INSTALLED COMMERCIAL STYLE PER GENERAL �SSJONALE 2700 Market St NE • Salem, Oregon 97301(503) 589 I —1727 NOTE 1 ON SECTION A DRAWING THEN INSTALL 2X CORBEL CLIENT OWNER / BUILDING LOCATION BLOCK W/ QUANTITY OF NAILS SHOWN. PLACE NAILS AT SOUND BUILDING SYSTEMS JOSEPH PLANT 1-1/4- (MIN) FROM BLOCK EDGE & AT 2-1/2" (MIN) O.C. EXPIRES: 12/04 3546 THORNDYKE RD 81 NE MUNSON BLVD PORT LUDLOW, WA 98365 BELFAIR, WA 98528 QAWANCE ENGINEERING OF MW INC 'DATE: 15 JUN 07 DWG NO: JOB NO: 7 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. (DRAWN BY: BC (PLOT @ 16 PFB-04 Of 07 160827 0 NAIL OUTRIGGER TO PURLIN BLOCK 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE & SPECIES W/ (2) 16d OR 20d NAILS EA SIDE NAIL—LAMINATE TO TRUSS TOP CHORD OR RAFTER TYP W/ (2) ROWS OF 10d NAILS ® 4- O.C., STAGGERED NAIL OUTRIGGER TO POST OUTRIGGER MUST EXTEND INTO THE BUILDING 18" (MIN) W/ (6) 16d OR 20d NAILS TYP TRUSS OR RAFTER TYP 2X FASCIA TO MATCH PURLIN SIZE, INSTALL PER DETAILS ON GRADE & SPECIES SECTION VIEW DRAWING NAIL TO OUTRIGGER W/ (2) 16d OR PURLIN 20d NAILS INTO EA OUTRIGGER TYP 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE & SPECIES 2X CONTINUOUS BLOCKING OUTRIGGER MUST EXTEND INTO THE BETWEEN TRUSSES OR RAFTERS CORBEL BLOCK BUILDING AT LEAST (1) TIMES TH INSTALL PER NOTE 15 ON INSTALL PER DETAILS ON LENGTH OF THE OVERHANG SECTION VIEW DRAWING OR TO THE FIRST PURLIN CONSTRUCTION NOTES EAVEWALL POST 2X TOP GIRT TO MATCH PURLIN SIZE, GRADE & SPECIES ATTACH TO OUTRIGGER WITH SIMPSON TYPICAL EAVEWALL OVERHANG DETAIL LU26 HANGER OR EQUAL ALTERNATE EAVEWALL OVERHANG DETAIL STACKED PURLINS ® TRUSS OR RAFTER INSTALL PER MFR'S SPECIFICATIONS L HUNG PURLINS ® TRUSS OR RAFTER N.T.S. N.T.S. 2X CONTINUOUS PURLINS NAIL TO 2X BLOCKING W/ (2) 16d OR 20d NAILS 2X SOLID BLOCKING BETWEEN PURLINS TOE—NAIL TO TOP OF EACH TRUSS OR RAFTER TOE—NAIL TO TOP OF PURLIN W/ (1) 16d OR 20d NAILS EA SIDE W/ (1) 16d OR 20d NAIL �� ��, 0 2X6 #2 D—F GABLE FASCIA TOE—NAIL TO TOP OF TRUSS OR RAFTER ce r OL NAIL TO EA PURLIN W/ (2) 16d OR 20d NAILS W/ (2) 16d OR 20d NAILS EA SIDE 2X EAVE FASCIA -0 A 39188 ssl�NA L ~G` DOUBLE GABLE RAFTER OR TRUSS CORBEL BLOCK 2X6 #2 D—F TOP GIRT OVERHANG DETAILS ATTACH PER DETAILS ON NAIL TO POST W/ (5) 16d OR 20d NAILS ` �1 FRAMING DETAILS DRAWING \ j ENv(�' `NE11 R `CORNER POST ALLIANCE www.polebuildingengineering.comL• ING 2700 Market St NE • Salem, Oregon 97301 (503) 589-1727 CLIENT OWNER / BUILDING LOCATION TYPICAL GABLE WALL OVERHANG DETAIL SOUND BUILDING SYSTEMS JOSEPH PLANT 2 N.T.S. 3546 THORNDYKE RD 81 NE MUNSON BLVD PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©AWANCE ENGINEERING OF OREGON, INC DATE. 15 JUN 07 DWG N0: JOB NO. REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAMING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC PLOT W. 24 PFB-05 of 07 160827 2 q CORBEL BLOCK do POST 2 TRUSS OR RAFTER HEEL TRUSS OR RAFTER HEEL I CORBEL BLOCK FREE OF z SPLITS, CHECKS, AND SHAKES. �, BEFORE AND AFTER NAILING CORBEL BLOCK FREE OF TRIM FOR TIGHT FIT SPLITS, CHECKS, AND SHAKES. BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT _ A-307 BOLT W/ NUT AND �L Z FLAT WASHERS EA SIDE z � L cn z uj A-307 BOLTS W/ NUT AND 2 F FLAT WASHERS EA SIDE > r (STAGGERED AS SHOWN) - POST z _ � � Z POST NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. SEE NOTE: THIS DETAIL IS FOR BOLT LOCATION AND '' SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. CONTRACTOR TO CORBEL BLOCK SIZING ONLY. SEE SECTION VIEW PROVIDE PROTECTIVE COVERING OR COATING FOR ALL CORBEL BLOCKS, BOLTS, FOR ACTUAL BOLT SIZE AND QUANTITY TRUSS HEELS AND RAFTER HEELS DIRECTLY EXPOSED TO THE ELEMENTS. REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING OR COATING FOR ALL CORBEL CORBEL BLOCK CORBEL BLOCK BLOCKS, BOLTS, TRUSS HEELS AND RAFTER (1 FOR (2) OR MORE BOLTS FOR 1 O HEELS DIRECTLY EXPOSED TO THE ELEMENTS. �_i BOLT NOTE: FOR METAL ROOFS #14 x 7/8" STITCH SCREWS `PANEL OVERLAP #9 X 1-1/2" WITH ROOF SLOPE LESS ® 24' O.C. MID SPAN / SCREWS THAN 3 IN 12 SEE NOTE 10 9" 29 GA METAL SHEATHING / #9 X 1-1/2" ON CONSTRUCTION NOTES. (MAX) SCREWS 1/2" (MIN) NOTE: FOR METAL ROOFS WITH ROOF SLOPE LESS EDGE DISTANCE 2X (MIN) FRAMING MEMBER THAN 3 IN 12 SEE NOTE 10 #9 X 1" LONG SCREWS ® 9" O.C. (MAX) ON CONSTRUCTION NOTES. 2X (MIN) FRAMING MEMBER NOTE: NO STITCH SCREWS REQUIRED 2X (MIN) FRAMING MEMBER FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9' O.C. ADJACENT (MAX) r29 GA METAL SHEATHING TO EACH OF THE MAJOR OBS. THE FASTENERS SHALL BE 1/2' (MIN) FROM PANEL EDGES. INCREASE LENGTH OF #9 SCREWS VY THICKNESS OF ANY APPLIED SUBSHEATHING. 2X (MIN) FRAMING MEMBER #9 X 1-1/2" SCREWS (-;� TYPICAL SCREW SCHEDULE ® 9" O.C. (MAX) �N.T.S. FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X ��4 ti G, 0� _ STANDARD DETAILS 1-1/2" AT 9' O.C. ADJACENT TO EACH OF THE MAJOR RIBS. PARALLEL TO THE '0 PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/2" SCREWS SHALL BE SPACED 7- AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW �� 7, ALLIANCEENCtNE ERING SPACING AT TERMINATING EDGES). THE FASTENERS SHALL BE 1/2" (MIN) FROM WWW olebuildin n PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X -� <- p ge gmeering.com 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24" O.C. ,pO� RFO,j9F�1 ` 2700 Market St NE • Salem, Oregon 97301 (503) 589-1727 (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED rSSIpNAL��,O CLIENT OWNER / BUILDING LOCATION SUBSHEATHING. ALTERNATE SCREW SCHEDULE SOUND BUILDING SYSTEMS ;JOSEPH PLANT 3 3546 THORNDYKE RD 81 NE MUNSON BLVD N.T.S. EXPERES: 12/04/ PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 15 JUN 07 DWG NO: JOB NO: REV: IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. jDRAWN BY: BC jPLOT at 16 PFB-06 Of 07 j 160827 POLE BUILDING CONSTRUCTION NOTES: 1. UNLESS NOTED OTHERWISE, ALL CONCRETE f'c SHALL BE 2500 PSI MINIMUM AT 28 9. IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, THE CONTRACTOR DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO SHALL INSURE THAT THE SAND IS SATURATED PRIOR TO BACKFILLING AND IS PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED, COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 2. ALL SOLID SAWN LUMBER 5"X5" AND LARGER SHALL BE ROUGH SAWN VISUALLY GRADED TIMBERS UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER SHALL BE AT LEAST THE 10. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS STANDARD OR BETTER. No. 2 DOUG—FIR MAY BE SUBSTITUTED FOR No. 2 HEM—FIR. DRAWN UNLESS NOTED OTHERWISE. FOR NON—STANDING SEAM METAL ROOFS WITH 3. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE MANUFACTURER OF ROOF SLOPE OF LESS THAN 3 IN 12 AND STANDING SEAM METAL ROOFS WITH ROOF f SLOPE OF 1/4 IN 12, APPLY LAP SEALANT PER MANUFACTURER'S SPECIFICATIONS IN THE PRE—ENGINEERED TRUSSES HAVE BEEN INSTALLED IN ACCORDANCE WITR 111E iy ACCORDANCE WITH IBC SECTION 1507.4.2 MANUFACTURER'S INSTRUCTIONS. r " 4. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE CONTRACTOR SHALL INSURE 11. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH THAT THE BACKFILL IN THE POSTHOLES IS CAST AGAINST UNDISTURBED SOIL. IBC SECTIONS 2303 & 2304. 12. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED 5. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS GALVANIZED. ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 13. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS 6. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BCSI-81 AND BCSI-610. BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL INSTALL (10) 20d NAILS 2" DEEP INTO (2) OPPOSITE POST FACES 14. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS OF THE PANELS ON EACH POST BELOW GRADE. NAILS MAY BE OMITTED IN BUILDINGS WITH A 4" (MIN) MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED CONCRETE FLOOR. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. 7. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE 5/8" TO 3/4" (—) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL 15. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, THEN OMIT THE PURLIN BLOCKS INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AND INSTALL 2X CONTINUOUS BLOCKING TO MATCH POST WIDTH BETWEEN AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. RAFTERS/TRUSS TOP CHORDS. LOCATE BLOCKING AT THE TOP OF THE RAFTERS/TRUSS TOP CHORDS AND NAIL EA SIDE WITH 16d NAILS AT 12" (MAX) O.C.. 8. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL CONTRACTOR TO VERIFY THAT THE WIDTH OF THE TRUSS TOP CHORD IS EQUAL TO BE WELL—GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE OR GREATER THAN THE PURLIN WIDTH, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. �O ABBREVIATIONS t SYMBOLS: CONSTRUCTION NOTES D—F DOUGLAS FIR PLCS PLACES $ �� C E E N G[ �L�RI EA EACH P.T. PRESSURE TREATED N F) GA GAUGE SP SOUTHERN PINENG L11�y� GLB GLUE LAM BEAM SYP SOUTHERN YELLOW PINE 1 39188 = WWW.polebuildingengineering.com H—F HEMLOCK FIR TYP TYPICAL ,A AFC^'IS L� �4' + MD MAN DOOR W WINDOW IS 2700 Market St NE • Salem, Oregon 97301 (503) 589-1727 MFR'S MANUFACTURER'S W/ WITH SIUNAL FZy CLIENT_T- OWNER / BUILDING LOCATION O.C. ON CENTER ® AT SOUND BUILDING SYSTEMS JOSEPH PLANT oPP OPPOSITE 0 DIAMETER EXPIRES: 12/04/0 3546 THORNDYKE RD 81 NE MUNSON BLVD PORT LUDLOW, WA 98365 BELFAIR, WA 98528 ©ALLIANCE ENGINEERING OF OREGON, INC DATE: 15 JUN 07 DWG No: J0B NO: REV IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. jDRAWN BY: BC iPLOT @ 1 PFB-07 of 07 160827 D MUST MEET ALL CURRENT 4ASHINGTON STATE CODES FILE Copy CHANCES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK VENT A,T 1 Sq Ft per 150 Sq Ft Documents attacl?ed To approved plar,E- Site Plan— ---- Plan review qrl, • IOTHESE PANS MUST BE Engineering: ateratP-6 ON THE JOB SITE r of Yages FOR INSPECTION. f 1T" POEM MASON BUILCING INSPECTOn CHANGES SUBJECT TO PPR r1aL 13IA DATE 7 Z5 D� r. M MASON COUNTY PERMIT No. a BUILDING PERMIT APPLICATION 01 �3� 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION "TION CONTRACTOR INFORMAXION Owner �o s* is"t Company Name SQL u'/d, ; S s f e m s 104 Ma Address PO 80x 10-78' Mailin Address 3S90 77i'or-n.4 ke- Ra44 City e/fay r State LOA Zip Code 98S a 'y City Nor t Ludlow State WA Zip Code Phone 3ho-3�.2-ZS19 Other Ph. Phone 3bV 'ti3 �`1 19 Other Ph. Lien/Title Holder, Contractor Reg. # 27 NNI Exp. 'e-1 -Ok E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. zx 3y`i -�'�; O 9 Fire District Legal Description Site Address (Please include street name,�street number and city) 21 W 4nsen tvd. e I.�a�. 9�5a�r Directions to site Nortr% Q„ 11uJ 3 +u elfaii. Take Ord ;"fa.r Nu/ . [�eftF ON aAr Cr""' e-.-H& Rd 1.t•Ft o ahK iack m,� b Q {.a�ton µn oM Ivy• Sife. is lstclr Ic ft, Will timber be cut and sold in parcel preparation?Yes/No Is property within 200' of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff ' Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Describe Work�strolf". o A4 K36ly/0' pole, ba.ld1rl� �rdt94 Use of Building (jar-R+� No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage !a3 Attached Detached See Carport Attached Detached MANUFACTURED HOME INFORMATION - Make . Model —Year- Length—Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Pri5� Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF PR GRESS I PECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Date' 7 -9-0 -7 Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department l Iq o7 �t� b 4 5 N� Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee 704-Z45 Site Inspection Plan Review Fee 23to• EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee •SO Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES