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HomeMy WebLinkAboutBLD2005-00023 Final Pole Bldg - BLD Permit / Conditions - 4/28/2005 It Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 * Mason County Bldg. 3 426 W. Cedar P.O. Box 186 • Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-00023 OWNER: TIM DIEHM RECEIVED: 1/6/2005 CONTRACTOR: SOUND BUILDING SYSTEMS, INC. LICENSE: SOUNDBS027NM EXP: 8/19/2006 ISSUED: 2/10/2005 SITE ADDRESS: 1621 NE BLACKSMITH DR BELFAIR EXPIRES: 8/10/2005 PARCEL NUMBER: 223107800420 LEGAL DESCRIPTION: TR 42 OF SURVEY 10/138 (S1/2 NW) 1621 NE BLACKSMITH DR BELFAIR PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE GARAGE WITH UNHEATED/UNFINISHED STORAGE LOFT BEAR CREEK DEWATTO TO BLACKSMITH DR TO ADDRESS#1621 ABOVE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building: Garage-Detached 1,500 Valuation: Building Height: 21 Occ. Status: Primary Basement: storage-up 720 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: N 25.0 Ft. Shoreline: 120.0 Ft. Water Body: SEASONAL CREEKRear: S 1 SEPA?: Unkn Model: Width: Ft. 0.0 Ft. Slope: Ft. Shoreline Desi Side 1: W 120.0 Ft. 9.: dJaknown Year: Serial No.: Side 2: E 20.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee CMH 1/6/2005 $436.64 B12005 Planning Review Fee CMH 1/6/2005 $155.00 612005 Building State Fee DLC 1/13/2005 $4.50 B12005 Building Permit Fee DLC 1/13/2005 $671.75 612005 EH Plan Review CEW 1/19/2005 $35.00 B12005 Total $1,302.89 BLD2005-00023 Please refer to the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2005-00023 CONDITIONS FOR BLD2005-00023 1) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. X _ 2) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or an other Mason County P P � Y ordinance or regulation, must be reviewed and approved by Mason County prior to construction. X 3) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, 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 prior to any further inspections being performed or approvals granted. X a2 w 4) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X rLJ 5) 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 )e, 6) 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 Mason County and building regulations. 7) The internationnl 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 roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X An"J 8) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. Xv BLD2005-00023 Please referto the following pages for oonditions of this permit. 2 of 4 s 9)' _ Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X LJ 10) 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 have prevented action from being taken. No more than one extension may be granted. X 11) 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 X removal o roved documents will result in failure of required building inspections. 12) 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 Departm nt prior to any further inspections being performed or approvals granted. X ( ,) 13) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspections. p X �LrJ 14) 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_ C1,i 15) All property lines shall be clearly identified at the time of foundation inspection. X cl::�2 16) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 41 L,,-.l BLD2005-00023 Please referto the following pages for conditions of this permit. 3 of 4 17) 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 prior to any further inspections being performed or approvals granted. X 18) Proposed structure or portions thereof, must maintain a 5' separation distance between adjacent structures and that furthest projection. X le-w 19) 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 Li 20) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit shall be applied for, reviewed and approved prior to the change. X a J 21) The loft area of this structureis approved as un-heated/ unfinished space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit shall be applied for, reviewed and approved prior to the change. X �w 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. p OWNER OR AGENT: -�� � DATE: �- / "d y BLD2005-00023 Please refer to the following pages for conditions of this permit. 4 of 4 i 4 W r o CONCRETE MECHANICAL MANUFACTURED HOME o Footings / Setbacks Date By Ribbons 0 o 0 Date _3 -/"-��--�T-By /Z Gas Piping Date By N w Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date By Date By Date By FRAMING Walls FIRE DEPT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date B y Date By WALLBOARD NAILING D.W.V. Date By Date By FINAL INSPECTION Water Line Date Date By Date B y CD CD a 0 b� d 0 r 8 O x a O o' CJl � MCI � O � O C N � W 0 ..�. �:. v.. a` react .a��'r tltuVV t/UY 1(11Z, t1VMt:J IQJUUL i r v �6� Tam ti� 1 r APPROVED MASON COUNTY C, J r LAINNING SITE P N REQUI:--�E') TO BE ON SITE CH NG S TO A;'P«OVAL ry i t r i ..._----------- O1/14/05 FRI 13:47 FAX 3604791050 BUY RITE HOMES [7J002 v' _- - All - 4:,7 TE JVAL f � to P) RECEIVE( '270. 7/ i_ JAN 0 6 2005 Ti p 13ELFAIR ®FFICe �3 �1 FA WA. 985 �g fill' v P Q EIVVIRp' � NMENTAL HE LTH ' APPROVED M rkSON COUNTY DCD PLANNING4, SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL B Date -fo, t r`Y _2 " 4�. P (✓;�;. �Q/ Coo c�: .'�G i r ' 1'N r W ,j 1 r I 4SeMeN , _- �- •Ji � � V f i 07/23/2004. 12:59 FAX 360 427 779F MASON CO PERMIT CTR 16 012 PCL�''Y', c i[�, C.C..^•Y O �.rGGL N�aa3/07goo D So;L lo�J A L a k 415 C a P*,.ci� >>3 O � J �1 �vQ.:�v ��l� �•re,�c��s (y0 ;2 FIR /Y/// q zz , A-0p� ,D NO PONDING OF WATER .— b_ BUILD F RECEIVED DEC 3 0 2004 BELFAIR OFFICE rw MASON COUNTY PERMIT NO. fk'A 00o 3 BUILDING PERMIT APPLICATION 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 CONTRACTOR INFORMATION Owner 'Tim Company Name SOund Su,dd,aa Svste•►+a, Sn` Mailing�Address lb0oo 4rwai ler Rd Eq q Mailing Address 3S51b T7+o.n,lyk� Ro.c� City No u is b State VJ,4 Zip Code 11310 City POD+ J-ud low State.JyJ A Zip Code q Phone ' " "6 4 o-1 s 5Z Other Ph. Phone 3b o-y37—11 19 Other Ph. Lien/Title Holder Contractor Reg.#5ou we es o"I M M Exp. 88'19- E mail address E Mail Address Drivers Lie.# DOB Drivers Lie.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System— Well—Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, street number and city) lb,21 N6 Blocksm nth Qr,v& � Ra 1-a,r Directions to site Will timber be cut and sold in parcel preparation?Yes o Is property within 200'of Saltwater —Lake—River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New X Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Cyl, c-1Sf,- ,+,;: Describe Work 11o++sfr« + oti r� 30' No.of Bedrooms No.of Bathrooms Square Footage- 1 st Floor 2nd Floor 3rd Floor Basement Deckk �overed Deck Other Sq.ft. Garage Attached Detached 00 Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No.of Bedrooms No.of Bathrooms Type of Heat Purchase Price$ 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 in the application.I declare that I have obtained the permission from all then ission is permit and to do the work as proposed pp Pe . Hk at llhifuelab required from any easement holder or any other party in interest regarding this application or the work proposed in th I �t tamed 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 A Oi on. PROOF OrF,C NTIN ATION OFW'OR�K IS BY MEANS OF A PROGRESS INSPECTION - J� X 1/ � , 'ice - ..sue,,,,A (3v.-I A:-3-<W Date: / 4�; DS 6.i1-iI:FAIR OFFICE Owner/Owners Representative/Contractor indicate whibh one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department _ �� ^ ,:. Planning Department I FiII Eq 14— 4)[J _ .�- Environmental Health Department 00;c --50 Public Works Department CSfor Qb o✓e 5QQ 1C (o Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee 3 Lo 14 EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ 53 f �'�' TOTAL FEES bb 'TF 50'-0" 6X6 P.T. g2 H-F CORNER POST 12'-0" 12'-0" 12'-0" 14'-0" EMBED PER DETAILS ON PFB-03EXCEPT USE 5'-0" J ' & GRANULAR BACKFILL EMBEDMENT DEPTH$FlF 06 TYP (2) PLCS THIS EAVE WALL 4/R \ \ 6X8 P.T. #2 H-F POST \ EMBED PER DETAILS ON PFB-03 / \ \ EXCEPT USE 5'-0" EMBEDMENT DEPTH \ & GRANULAR BACKFILL �.�� \ \ TYP (3) PLCS THIS EAVE WALL `�`~��1 v�{�`�;�� o \ NOTE ORIENTATION �_j W 20'X36' LOFT a m \ (SEE DETAILS / Q \ / U) * t N N \ ON PFB-03) a N /� — — — 37215, �Uj ' / \ o Grp 1 E:� v` Naoa o I / / \\ o I I m � SSroNAit>` W J m v O / \ d W C�F� / \ Z J v,V,o I w o m EYPIRtS 3;"7/ \ 2 W L_ o j� J // \\ NQ �� V) O CD/ \ J� 04 / \ m W V) o o I ` w _j 6X8 P.T. 2 H-F POST / 6X8 P.T. #2 H-F INTERIOR POST o '<a a / \ c'' EMBED PER DETAILS ON PFB-04 / EMBED PER DETAILS ON PFB-03 \ W�M J Q-- EXCEPT USE 5-0" EMBEDMENT DEPTH TYP PLCSNOTE(ORIENTATION \ \ z z & GRANULAR BACKFILL _ TYP (2) PLCS EA GABLE WALL NOTE ORIENTATION o P.T. DOOR POST Ln ao TYP I c I I p V) X W 1a�W1 M V)V) ('V Q cV F- V) N� W is W V)L }r� J Q Q X m LL N N 1 M 121 cV X X O o �w J� 6X6 P.T. #2 H-F POST o� Nw N� o cX.) N I a J m EMBED PER DETAILS ON PFB-03 J a J o J)y JQ J vQ o EXCEPT USE 4'-0" EMBEDMENT DEPTH z_ z z o z N I & GRANULAR BACKFILL v)(n i Wo O F- TYP (3) PLCS THIS EAVE WALL i I 9'X7' OHD 9'X7' OHD 9'X7' OHD /E 12X12' OHD 6X8 P.T. #2 H-F CORNER POST Q �m EMBED PER DETAILS ON PFB-04 o; o _ EXCEPT USE 5'-0" EMBEDMENT DEPTH & CONCRETE BACKFILL 6X10 P.T. #2 H-F POST TYP (1) PLC THIS EAVE WALL GENERAL NOTES EMBED PER DETAILS ON PFB-04 NOTE ORIENTATION EXCEPT USE 5'-0" EMBEDMENT DEPTH 1. ALL POSTS TO BE 6X #2 H-F AND ORIENTATED AS SHOWN & CONCRETE BACKFILL UNLESS NOTED. TYP (1) PLC THIS EAVE WALL __------.--------_------ -------_— _.— —_______—_.- - 2. ALL POSTS IN CONTACT WITH GROUND SHALL BE PRESSURE NOTE ORIENTATION PLAN VIEW 11 TREATED HEM-FIR TO 0.60 pcf RETENTION CCA. GiNT3. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE tjANCE lL�' T11LOCATED BY THE BUILDER IN THE WALL(S) SHOWN www. olebuildin en in erin �` UNLESS SPECIFICALLY LOCATED ON THIS DRAWING. P g g e g com 4. DOOR POSTS MAY BE SIZED, LOCATED AND EMBEDDED BY THE 2700 Market St NE Suite A_ • Salem, Oregon 97301 503) 589-1727 CONTRACTOR UNLESS NOTED OTHERWISE. CUENT OWNER BUILDING LOCATION 5. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES SOUND BUILDING SYSTEMS TIM DIEHM PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. 3546 THORNDYKE RD 11621 NE BACKSMITH DRIVE 'PORT LUDLOW, WA 98365 BELFAIR, WA 98528 _DATE:02 DEC 04 'DWG. NO.: JOB NO.: REV.. ©ALLIANCE ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: PN PLOT 0. 64 ;PFB-01 Of 09 220064 0 48" OVERHANGS II (EXTEND CONTINUOUS ROOF PURLINS I I OVER GABLE WALL RAFTER) iTYP LEFT GABLE WALL iI 4� I I o 0 i 00 50'-0" 30'-0" i REAR EAVE VIEW RIGHT GABLE VIEW 18" OVERHANGS 12 18" OVERHANGS TYP EAVE WALLS III TYP SHED GABLE WALLS 4 j ( T I I TYP RIGHT GABLE WALLTrri'i' 6020 W 6020 W 6020 W I I 111 I , I 3068 I I t i I i I MDWill lb � ! I 12'X72' OHD 0 0 a 9'X7' OHO 9'X7' OHD 9'X7' OHD a 3068 MD 50'-0" SELF-SUPPORTING STAIRWAY - & LANDING PER 2003 IBC PER CONTRACTOR FRONT EAVE VIEW LEFT GABLE VIEW ELEVATION VIEWS ell ENctNtIANCEEERI �f' ;'' :�: www. olebuildin en ineerin .com 41� GT;;c- P 9 9 9 •` Ir,, .� v 2700 Market A� St NE Suite A • Salem,kMon 97301 �503 589-1727 CLIENT; -- —- — - OWNER BUILDING LOCATIONT r____�— --�L f SOUND BUILDING SYSTEMS TIM DEIHM L,XF_ "� _� 3546 THORNDYKE RD 11621 NE BACKSMITH DRIVE PORT LUDLOW, WA 98365 !BELFAIR, WA 98528 DATE: 02 DEC 04 DWG. NO.: 15613 NO.: REV. I ©ALLIANCE ENGINEERING OF OREGON, INC 1998 R IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWarIG TO BE USED FOR ANY OTHER BU4DING LOCATION THAN SHOYM.- PLOT O 128 . _0_ _ - ;I 3 1/8" GLB FLOOR DECKING ATTACH TO POST W/ SIMPSON NAIL TOP CART TO POST HUC3.25X12 HANGER OR EQUAL I-JOIST W/ HANGER W/ (5) (MIN) 16d OR 20d NAILS GLB 6X BLOCKING BETWEEN TRUSSES P.T. 4X6 FULL LENGTH CORBEL (6) 16d OR 20d NAILS ATTACH TO POST W/ 5/8"0 X 8" 2X8 #2 D-F PURLINS ® 24" (MAX) O.C. (4) (MIN) 16d OR 20d NAILS LAG BOLTS ® 24" (MAX) O.C. 12 NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS • • TRIM FOR TIGHT FIT BETWEEN (2) 3/4"0 A-307 BOLTS • LOFT BEAM AND CONCRETE SLAB 4� NAIL 2X4 BLOCKS TO TRUSSES W/ (2) 16d OR 20d NAILS EA SIDE W/ FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH _ (SEE STANDARD DETAILS FOR BOLT SPACING & - --- BLOCK SIZE) • • PRE-ENGINEERED TRUSSES BY OTHERS \`SEE DETAIL 2 • DETAIL 1 I 2X8 #2 D-F PURLINS ® 24" (MAX) O.C. NAIL TOP GIRT TO POST NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS SEE DETAIL 1 W/ (5) (MIN) 16d OR 20d NAILS TYP THIS SHED (SIMILAR ) (6) 16d OR 20d NAILS 12 (4) (MIN) 16d OR 20d NAILS 4� • SEE LOFT DETAILS 50 PSF (MAX) LIVE LOFT LOAD I • ON PFB-O6 (2) 3/4"0 A-307 BOLTS W/ FLAT WASHERS EA SIDE of a 2X CORBEL BLOCK TO °O MATCH POST WIDTH RAFTER • • (SEE STANDARD DETAILS • FOR BOLT SPACING & • BLOCK SIZE) SEE DETAIL 1 • SEE DETAIL 3 • DETAIL 2 29 GA METAL SHEATHING o a TYP ROOF & WALLS POST o w INSTALL (3) 20d NAILS 2" DEEP 14'-0- BAYS USE 2X6 #2 H-F GIRTS ® 24" (MAX) O.C. W/ 2X6 STRONGBACK ® 48" (MAX) O.C. z • IN EA POST FACE OMID-SLAB NAIL 2X6 STRONGBACK TO EVERY OTHER 2X6 FLAT GIRT W/ 16d OR 20d NAILS ® 8" O.C. DEPTH FOR POST CONSTRAINT 12'-0' BAYS AND LESS USE 2X6 #2 H-F GIRTS ® 23" (MAX) O.C. NAIL 2X6 GIRT TO POST W/ (3) 16d OR (2) 20d NAILS EA ENO PERIMETER POST I •' SEE DETAIL 4-\,.& P.T. BOTTOM GIRT NAIL TO POST W/ (6) 16d OR 20d NAILS EA END BOTTOM GIRT - 4" (MIN) CONCRETE FLOOR `D z 1 b z GRANULAR BACKFILL, FULL DEPTH n (SEE CONSTRUCTION NOTES) i DETAIL 4 � 24"0 X 6" THICK CONCRETE FOOTING BUILDING DATA: WIDTH: 30-0' GENERAL NOTES LENGTH: 50.-0' " 9-0 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE LAVE H AT 24" O.C. BY THE CONTRACTOR WITH 2X _-- ROOF SLOPE: 4 IN 12 ^ BLOCKING BETWEEN MEMBERS OR WITH TRUSS SPACING: VARIES SIMPSON LU26 HANGERS (OR EQUAL). IF 2X 4 SECTION A BUILDING CODE: BLOCKING IS USED, THEN NAIL BLOCKING TO \ _ �jC E E N G I N EE WIND LOAD: 85 MPH POST WITH (6) 20d OR (6) 16d NAILS (MIN.). Y..:, _`' 1� �As EXPOSURE: B NAIL GIRTS TO BLOCKING WITH (2) 20d OR - ^x - y en www. olebuildin ineerin .com NG SNOW LOAD: 25 PSF (3) 16d NAILS AT EACH END. P 9 9 9 2700 Market St NE Suite A • Salem, Oregon 97301 503 589-1727 - ( ) --T-- DEAD LOAD: 3 PSF 2.PURLINS MAY BE INSTALLED WITH SIMPSON L _ CLIENT- OWNER _BUILDING LOCATION ----- SOIL BEARING: 1.5 KSF LU28 HANGERS (OR EQUAL), OVER-LAPPED, �`•: SOUND BUILDING SYSTEMS !TIM DIEHM SEISMIC CATEGORY: 0 OR BUTTED ON THE TRUSSES AS REQUIRED 3546 THORNDYKE RD 1621 NE BACKSMITH DRIVE IBC: 2003 BY THE CONTRACTOR. c•NIr �—— """� !PORT LUDLOW, WA 98365 ;BELFAIR, WA 98528 1DATE:02 DEC DWG. NO.: JOB NO.: REV. i ©ALUANCE ENGM*1FJNG OF OREGON INC. 1998 IT IS UNLAWrUL AND POTENTIALLY DANGEROUS FOR THIS DRAMANG TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOYM. — DRAWN BY: PN OPLOT O 48 PFB-03 of 220064 I 2X8 #2 D-F PURLINS 0 24" (MAX) O.C. (6) 16d OR 20d NAILS NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS NAIL 2X4 BLOCKS TO TRUSSES (4) (MIN) 16d OR 20d NAILS W/ (2) 16d OR 20d NAILS EA SIDE (2) 3/4"0 A-307 BOLTS W/ FLAT WASHERS EA SIDE • 2X CORBEL BLOCK TO MATCH POST WIDTH 12 SEE DETAIL 1 (SEE STANDARD DETAILS 4 (SIMILAR) DOUBLE RAFTER FOR BOLT SPACING & BLOCK SIZE) •• • SEE DETAIL 1 DETAIL 1 SEE DETAIL 1 (SIMILAR EXCEPT USE 1 BOLT SINGLE RAFTER (SIMILAR) IN CORBEL BLOCK) INSTALL ON OPPOSITE SIDE OF POST PER DETAIL 1 EXCEPT USE 1 BOLT IN CORBEL BLOCK NOTE: LOFT END NOT SHOWN =12 FOR CLARITY I 4� o I � � I ao X • • I LOFT RIM JOIST SINGLE RAFTER I INSTALL PER DETAIL 1 INSTALL PER DETAILS SEE DETAIL 3 • ON PFB-06 PFB-03 TYP • • SEE DETAIL 1 TYP • 29 GA METAL SHEATHING j 14'-0" BAYS USE 2X6 #2 H-F GIRTS 0 24" (MAX) O.C. W/ 2X6 STRONGBACK 0 48" (MAX) O.C. TYP ROOF & WALLS i I NAIL 2X6 STRONGBACK TO EVERY OTHER 2X6 FLAT GIRT W/ 16d OR 20d NAILS 0 8" O.C. • 12'-0" BAYS AND LESS USE 2X6 #2 H-F GIRTS 0 23" (MAX) O.C. SEE DETAIL 4 NAIL 2X6 GIRT TO POST W/ (3) 16d OR (2) 20d NAILS EA END ON PFB-03 I I P.T. BOTTOM GIRT I• NAIL TO POST W/ (6) 16d OR 20d NAILS EA END 4" (MIN) CONCRETE FLOOR o I Z b Z_ i CONCRETE BACKFILL, FULL DEPTH (SEE CONSTRUCTION NOTES) GRANULAR BACKFILL, FULL DEPTH BUILDING DATA: (SEE CONSTRUCTION NOTES) WIDTH: 30-0" GENERAL NOTES 24"0 X 6" THICK CONCRETE FOOTING LENGTH: 14'-0" � EAVE HT: 14'-8" 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE AT 24" O.C. BY THE CONTRACTOR WITH 2X ROOF SLOPE: 4 IN 12 BLOCKING BETWEEN MEMBERS OR WITH A SECTION B I RAFTER SPACING: VARIES SIMPSON LU26 HANGERS (OR EQUAL). IF 2X ; BUILDING CODE: BLOCKING IS USED, THEN NAIL BLOCKING TO L ALT A �CE El�JGINE�1WIND LOAD: 85 MPH POST WITH (6) 20d OR (6) 16dNAILS (MIN.). IA I �� EXPOSURE: B NAIL GIRTS TO BLOCKING WITH ( fr 2) 20d OR ��}i3 www.polebuildingengineering.com DEAD LOAD: 3NG� SNOW LOAD: 5PSFF EACH END. 2.PURLNS MAY BETINSTALLED WITH SIMPSON O��s��O,tJ`� � 1 `' C2700 LEN7Market St NE Suite A Salem, Ore one9L3 11G(5 58 -1727 LU28 HANGERS (OR EQUAL), OVER-LAPPED, V �A w I_—_— SOIL BEARING. 1.5 KSF .y SOUND BUILDING SYSTEMS TIM DIEHM ION SEISMIC CATEGORY: D OR BUTTED ON THE TRUSSES AS REQUIRED FYPIpr� 3546 THORNDYKE RD 11621 NE BACKSMITH DRIVE IBC. 2003 BY THE CONTRACTOR. = ID PORT LUDLOW, WA 98365 BELFAIR, WA 98528 DATE: 02 DEC 04 ;DWG. NO.: JOB NO.: REV. ©ALUANCF ENGINEERING OF OREGON, INC. 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: PN PLOT @ 48 ! PFB-04 of 09: 220064 - 0 • RAFTER HEEL RAFTER HEEL (6) 16d OR 20d NAILS (6) 16d OR 20d NAILS 2X BLOCKING BETWEEN GIRTS 2X BLOCKING BETWEEN GIRTS W W/ (10) 16d OR 20d NAILS IN EACH BLOCK / (10) 16d OR 20d NAILS IN EACH BLOCK PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE & AT 2-1/2" (MIN) O.C. & AT 2-1/2" (MIN) O.C. RAFTER HEEL TRIM BLOCK FOR TIGHT FIT TRIM BLOCK FOR TIGHT FIT TYP (1) PLC ON EACH GABLE WALL POST UNDER TYP (2) PLCS ON EACH GABLE WALL POST UNDER • EACH RAFTER (6) 16d OR 20d NAILS EACH RAFTER j GIRT GIRT 2X BLOCKING BETWEEN GIRTS NOTE: IF TOTAL NUMBER OF NAILS SPECIFIED W/ (10) 16d OR 20d NAILS IN EACH BLOCK WALL NOT FIT DUE TO SIZE OF BLOCKING, AN PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE POST EXTRA BLOCK MAY BE ADDED TO • & AT 2-1/2" (MIN) O.C. ACCOMMODATE THE REMAINDER OF THE NAILS POST TRIM BLOCK FOR TIGHT FIT • TYP (2) PLCS ON EACH GABLE WALL POST UNDER NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. EACH RAFTER NOTE: IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE TO SIZE OF BLOCKING, AN ' EXTRA BLOCK MAY BE ADDED TO 0RT GABLE RAFTER ACCOMMODATE THE REMAINDER OF THE NAILS N.T.S. • POST NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. GABLE RAFTER 2X SHIM TRIM FOR TIGHT FIT BETWEEN BOTTOM (6) 16d OR 20d NAILS OF RAFTER AND GIRT TYP • 4.. I �` sA Vi t�}4 • �� 'ti RAFTER HEEL 2X BLOCKING BETWEEN GIRTS — r 3 21i �, • W/ (10) 16d OR 20d NAILS IN EACH BLOCK PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE FSSIG�,�1 ��``' & AT 2-1/2" (MIN) O.C. TRIM BLOCK FOR TIGHT FIT TYP (1) PLC ON EACH GABLE WALL POST UNDER EXPIRES 3!27/ O EACH SHED RAFTER NOTE: IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE TO SIZE OF BLOCKING, AN FRAMING DETAILS EXTRA BLOCK MAY BE ADDED TO _ ACCOMMODATE THE REMAINDER OF THE NAILS T j TA�CE ENGI]vEERING' D NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. www.polebuildingengineering.com p 2700 Market St NE Suite A • Salem, Oregon 97301 (503)_589-1727f 2 GABLE RAFTER C SHED CONNECTION �OWNERfBUILDING __C_A_TI0_N N.T.S. SOUND BUILDING SYSTEMS DIEHM 13546 THORNDYKE RD 1621 NE BACKSMITH DRIVE (PORT LUDLOW, WA 98365 :BEL_FAIR, WA 98528 ------------- - -• - - . - DATE: 02 DEC 04 'DWG. NO.: !JOB NO.: REV.r ©AWANCE ENGINEERING OF OREGON, INC. 1998_ IT IS UNIAWFUI AND POTENTIALLY DANGEROUS FOR THIS DRAPANG TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. _ AWN BY: PN PLOT O 16 PFB-05 Of 081 220064 3/4" T&G PLYWOOD BCI 600 X 11 1/8" ]—JOIST ® 16" O.C. INSTALL W/ CONSTRUCTION ATTACH TO BEAM W/ SIMPSON ADHESIVE & 8d NAILS ® 6" IUS 2.37/11.88 HANGER OR EQUAL BOUNDARY, 12" O.C. FIELD. i TYP i i I I 1 I 1 i V +I 3 1/8"X12" 24F—V4—DF—GLB I INSTALL PER DETAILS ON PFB-03 TYP (6) PLCS i i LOFT DETAILS tjAj\CEE I CNOTE ON www.polebuildingengineering.com TRACTOR TO VERIFY CEILING CLEARANCE AND LOFT OPENINGS WITH LOCAL CODES FOR GROUND 2700 Market St NE Suite A • Salem, Oregon 97301 503 589-1727! FLOOR AND LOFT AREA PRIOR TO CONSTRUCTION. FXPIP'_S: �— = CLIENT OWNER BUILDING LOCATION CONTRACTOR TO PROVIDE IBC APPROVED HANDRAIL SOUND BUILDING SYSTEMS TIM DIEHM AND GUARDRAIL AROUND ALL LOFT OPENINGS. 3546 THORNDYKE RD 1621 NE BACKSMITH DRIVE (PORT LUDLOW, WA 98365 BELFAIR, WA 98528 DATE:02 DEC 04 DWG. NO.: JOB NO.: REV.-, ©NUANCE ENGINEERING OF OREGON, INQ 1998 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. (DRAWN BY: PN PLOT O Ni4 PFB-06 of 08 220064 -1 — -- ---- —y -- — q CORBEL BLOCK do POST 2" TRUSS OR RAFTER HEEL 1 I _ { TRUSS OR RAFTER HEEL CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES, BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT — CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES. BEFORE AND AFTER NAILING Z cv Z TRIM FOR TIGHT FIT A-307 BOLTS W/ NUT z w—' do FLAT WASHERS EA SIDE < c, j (STAGGERED AS SHOWN) 1"0 A-307 BOLT W/ NUT AND FLAT WASHERS EA SIDE — � z POST POST z M � NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING SIZING ONLY. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND ONLY. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY QUANTITY REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING OR OR COATING FOR ALL CORBEL BLOCKS, BOLTS, TRUSS HEELS AND COATING FOR ALL CORBEL BLOCKS, BOLTS, TRUSS HEELS AND RAFTER RAFTER HEELS DIRECTLY EXPOSED TO THE ELEMENTS. HEELS DIRECTLY EXPOSED TO THE ELEMENTS. t CORBEL BLOCK FOR 3/4"0 BOLTS ��� CORBEL BLOCK FOR 1"0 BOLTS FOR (2) OR MORE BOLTS L FOR (2) OR MORE BOLTS #14 X 7/8" STITCH SCREWS ® PANEL OVERLAP #9 X 1-1/2" SCREWS 9" 29 GA METAL SHEATHING 24" O.C. MID AN #9 X 1-1/2" SCREWS (MAX) e__N - r 1/2" (MIN) EDGE DISTANCE 2X (MIN.) FRAMING MEMBER 19 X 1" LONG SCREWS ® 9" O.C. (MAX) 2X (MIN) FRAMING MEMBER 2X (MIN) FRAMING MEMBER J NOTE: NO STITCH SCREWS REQUIRED 9" FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9" O.C. ADJACENT TO (MAX) 29 GA METAL SHEATHING EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MIN.) FROM PANEL EDGES. INCREASE LENGTH OF 19 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. 2X (MIN) FRAMING MEMBER 09 X 1-1/2" SCREWS ® L FEs 9- O.C. (MAX) TYPICAL SCREW SCHEDULE \� O4 WASy (—A--) It ��n N.T.S. FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1-1/2" AT 9" O.C. ADJACENT TO EACH OF STANDARD DETAILS THE MAJOR RIBS. PARALLEL TO THE PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/2" SCREWS SHALL BE SPACED AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW SPACING AT TERMINATING EDGES). THEG FASTENERS SHALL BE 1/2" (MIN) FROM PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X LtININCE EN ��R .� 37. �. ' :t+ IN 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24- O.C. (MAX). INCREASE LENGTH OF #9 0s. F�7��_,�, www.polebuildingengineering.com SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. !`.�;AL�` _y 2700 Market St NE Suite A • Salem, Oregon 97301 (503) 589-1727 OWNER BUILDING LOCATIO!4j EXPIRES: �;� SOUND BUILDING SYSTEMS TIM DIEHM G� N.T.SERNATE SCREW SCHEDULE 7, 0 3546 THORNDYKE RD 1621 NE BACKSMITH DRIVE PORT LUDLOW, WA 98365 IBELFAIR, WA 98528 DATE: 02 DEC 04 DWG. NO.: JOB NO..- REV. � 64 {� -- --- --- —— -- — AWANCE OAR Mff OARING OF OREGON INC. 1998 IT IS UNLAUL AND POTENTIALLY DANGEROUS FOR TNIS ORAIMiG TO AN USED FOR Y OTNER BUDDING LOCATION THAN SFIOwN. DRAWN BY: PIN I PLOT -O 12 P F B—0 7 Of 08 1 2200 O 1. UNLESS NOTED OTHERWISE, ALL CONCRETE f'c SHALL BE 2500 7, IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, PSI MINIMUM AT 28 DAYS. THE CONCRETE SHALL BE MIXED IN THE BACKFILL SHALL BE WELL-GRADED NATIVE SOIL (FREE FROM THE CORRECT PROPORTIONS PRIOR TO PLACEMENT. NO ALL ORGANICS AND LARGE COBBLES). THE CONTRACTOR SHALL SPECIAL INSPECTION IS REQUIRED. INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING 2. ALL FRAMING LUMBER SHALL BE AT LEAST THE MINIMUM NOTED AND IS COMPACTED AFTER EACH 6' LIFT. ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT 8. IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, MAY BE STANDARD OR BETTER. No. 2 DOUG-FIR MAY BE THE CONTRACTOR SHALL INSURE THAT THE SAND IS SATURATED SUBSTITUTED FOR No. 2 HEM-FIR. PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. 3. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY 9. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING THE MANUFACTURER OF THE PRE-ENGINEERED TRUSSES HAVE MEMBERS (GIRTS AND PURLINS) PER THE TYPICAL SCREW BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SCHEDULE GIVEN ON THE STANDARD DETAILS DRAWING UNLESS INSTRUCTIONS. NOTED OTHERWISE. 4. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE 10. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS CONTRACTOR SHALL INSURE THAT THE BACKFILL IN THE SHALL COMPLY WITH IBC SECTIONS 2303 & 2304. POSTHOLES IS CAST AGAINST UNDISTURBED SOIL. 5. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN 11. ALL NAILS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DESIGNED FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED DIPPED GALVANIZED. i FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 12. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT 6. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE BRACING OF ALL TRUSSES SHALL COMPLY WITH TRUSS PLATE POSTHOLES, THE BACKFILL SHALL BE 5/8" TO 3/4" (-) INSTITUTE HIB-98 POST FRAME SUMMARY SHEET. GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL INSURE 13. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS I THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND OF THE PANELS MUST TERMINATE AT A WALL GIRT. WALL GIRTS i IS COMPACTED AFTER EACH 6" LIFT. THAT LIGHT PANELS ARE ATTACHED TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. i I I i i i I I i i I i ABPRLVIATIONS & SYMBOLS: , D-F DOUGLAS FIR OPP OPPOSITE I, CONSTRUCTION _NOTES EA EACH PLCS PLACES _p 7 - -- --- - --- - - GA GAUGE P.T. PRESSURE TREATED ( � Ali C E E N C I N E E 1 GLB GLUE LAM BEAM TYP TYPICAL % w t R H-F HEMLOCK FIR W WINDOW � `� i www.polebuildingengineering.com MD MAN DOOR W/ WITH MFR'S MANUFACTURER'S ® AT 4w ,'M 2700 Market St NE Suite A • Salem, Oxon 97301 -17271 O.C. ON CENTER 0 DIAMETER ;,,'y =':j CLIENT I DOWNER BUILDING LOCATION_ SOUND BUILDING SYSTEMS TIM DIEHM - —� 3546 THORNDYKE RD 1621 NE BACKSMITH DRIVE PORT LUDLOW, WA 98365 1BELFAIR, WA 98528 - DATE: 02 DEC 04 !DWG. NO.: JOB NO.: REV.: ©ALLIANCE ENGINEERING OF OREGON, INC. IM IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. - - DRAWN BY: PN ,PLOT O 1 !PFB-08 Of 08 220064 '0