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HomeMy WebLinkAboutBLD2024-00374 Pole Bldg - BLD Application - 3/19/2024 MASON COUNTY Pertttit No: 3L L)a°.<2`q-Go 374 I'� COMMUNITY DEVELOPMENT ����� � g 2�2� Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION 615 W. Alder Sireet PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Filiberto Martinez NAME:SAME MAILING ADDRESS:30413 end Ave S MAILING ADDRESS: CITY:Federal Way STATE:WA ZIP:98003 CITY: STATE: ZIP: PHONE#1:206403-3895 PHONE: CELL: PHONE#2: EMAIL: EMAIL:dannauzias@gmail.com L&I REG# EXP. , ,_ r PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME Fiiibenoraartinez EMAIL dannauzias@gmail.mm MAILING ADDRESS 30413 2nd Ave S CITY Federal way STATE WA ZIP 98003 PHONE 206403-3895 CELL 206403-389e Z PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12208-530-102-1 ZONING Rural Residential Zone 5 LEGAL DESCRIPTION(Abbreviated) Lots 21 and 22,Blk.1 Lakewood Plat K FIRE DISTRICT North Mason SITE ADDRESS 230 E site Dry,Belfair,WA,98528 CITY Belfair DIRECTIONS TO SITE ADDRESS Hwy 3,to E Alta drive,then turn at bus bam and follow E Alta back in IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO 0 SNOW LOAD:ZPsf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Coaanemral Bldg,Etta Garage IS USE: PRIMARY 0 SEASONAL 0 NUMBER OF BEDROOMS 0 NUMBER OF BATHROOMS 0 HEATED STRUCTURE? YES(whole Bldg)❑ YES(Part(s]of Bldg)❑ NO❑� DESCRIBE WORK Construct 30 x 36 pole building for garage SQUARE FOOTAGE:(proposed) 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 1,080 sq.ft. Attached❑ Detached CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES[I NO E] Ijyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOE] EXISTING SQ.FT. EXISTING BEDROOMS 0 PROPOSED BEDROOMS O TOTAL BEDROOMS OWNER acknowledges that 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 and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null$void if work or authorized construction is not commenced within 180 days or it construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON ,—I J,� COUNTY CODE 14.08.42) x Ir' rysJ /z Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Name Parcel# Q�'S3 I 021 BLD# � il Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate'Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Building s 220 X = 1060 X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area(sum of all areas) IQ D If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X-� Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 T Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: httpHwww.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical: 415 N 6th St,Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone:(360)-427-9670 EXT.352 Mail:P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for fmal inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 j f MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES �� �-{) _ nOD�a3 \ Building,Planning,Environmental Health,Community Health 2 \`� 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Applicant/Owners: F i t IU Q h �(� U:� Mailing Address: -b04�3 �a N n PrV- 5 City: ✓' ' State: Zip: ot 500'3 Telephone: aoI -Zn3-3 M5 Email: If this reduction is tied to a building permit,please give permit case number. BLD ana� - Q f 311 Parcel Number(s): 14M-3"hi ��I Zoning Site Address: O�3C) E A l+c.,_ L)V'. 9�o-oZ6 Requested setback variance: ft. ❑ Front ,Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side Front Setbacks-From access easements and road right of ways. Minimum 10 feet. Rear Setbacks-From the rear property line. Minimum 10 feet. Side Setbacks-From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water,wetlands, critical areas, septic,well and driveway. Show all proposed new development. i FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; 5$ d) lot size of no more than one-fourth acre; ❑ e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes,wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; ❑ e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. Owner/Agent(please indicate) 4'!L►) 46 tys, Signature Date Official Use Only Approved by: Date Denied by: Date Reason for denial: 70.25 ' 120.25 6.5 foot setback 30 man NORTH door " "c x 1 10foot 36 36 E Alta Drive4vlk setback 49.80 49.80 Gravel overhead ..• et� �eway door ' s, � 1` ��,�' ♦ :" "'� .i s"a '.Y;?r.q a' � � '� '���a fib?, r �, fit' K his+ fttas i�Y"30 -wtom.. . 6.5 foot setback ' 120.25 70.25 SITE PLAN Wo-WA+00374 OWNER / BUILDING LOCATION FILIBERTO MARTINEZ 230 E ALTA DR SITE PLAN FOR PROPOSED POLE BUILDING. LAND IS RAW, NO WELLS OR EXISTING BUILDINGS PARCEL 12208-530-102-1 BELFAIR, WA 98528 NORTH PROPOSED BUILDING 14'-0" E ALTA DRIVE 70.25 49.75 TOPOLOGY OWNER / BUILDING LOCATION FILIBERTO MARTINEZ 230 E ALTA DR PARCEL 12208-530-102-1 SITE IS MAINLY FLAT, SMALL RAISED AREA IN NORTHWEST CORNER BELFAIR, WA 98528 POST / BRACING NOTES 36'-O" ITEM DESCRIPTION 6X6 P.T. #2 H-F POST OA USE 4'-0" (MIN) EMBEDMENT DEPTH, ` 24"0 FOOTING & GRANULAR BACKFILL © OA OA 6X6 P.T. #2 H-F POST © USE 4'-0" (MIN) EMBEDMENT DEPTH, 18"0 FOOTING & GRANULAR BACKFILL 4X6 P.T. #2 H-F DOOR POST USE 2'-6" EMBEDMENT DEPTH, © 18"0 POSTHOLE, & CONCRETE BACKFILL (NO CONCRETE FOOTING REQ'D), NOTE ORIENTATION OP.T. DOOR POST (SEE GENERAL NOTE 3) zo zo o� o� NJOC !N N NIX co N V) N Q p ui p J F- J O O JW JI JI W d W J W O O Z p m m Z p M O O (n_j p p U) F- a� co< v~ia O z� z� 0 i 0 O O 10'X12' OHD 3068 MD © (SEE NOTE 4) N.T.S. O O GENERAL NOTES 1. ALL POSTS EMBEDDED IN GROUND SHALL BE 3/16" = 11-0" PRESSURE TREATED FOR BURIAL. C r'o(/ 2. PERSONNEL DOOR(S) WINDOW(S)WINDOW S) SHOWN MAY BE S LOCATED BY THE BUILDER IN THE WALL(S) SHOWN Q �F Wgsy cy� PLAN VIEW UNLESS SPECIFICALLY LOCATED ON THIS DRAWING. ' ���• ALLIANCE aeOre g 3. DOOR POSTS MAY BE SIZED, LOCATED AND on.com EMBEDDED BY THE CONTRACTOR UNLESS NOTED � . E N G I N E E R I N G OTHERWISE. DOOR POSTS MAY BE OMITTED IF DOOR s IS FRAMED DIRECTLY AGAINST A STRUCTURAL POST. 2200S 139 4. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND OF grG1S7ERF Specialists in Post Frame Engineering CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND F.S CLIENT OWNER BUILDING LOCATION DOOR INSTALLATION. OVERHEAD DOOR SIZE MAY BE S�ONA� REDUCED AS REQUIRED TO ENSURE CORRECT NW POLE BUILDINGS, INC FILIBERTO MARTINEZ OPERATION of THE DOOR. 21116 NW ROTH RD PARCEL 12208-530-102-1 5. POSTS DRAWN DOUBLE SIZE FOR CLARITY. RIDGEFIELD, WA 98642 BELFAIR, WA 98528 11 DATE: 16 JUN 22 JDWG NO: JOB NO: I REV: ©AWANCE ENGINEERING OF OREGON. INC. • 2700 Market St NE • Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC IPLOT @ 64 1 PFB-01 Of 07 12100923 12 4 � 0 0 36'-0" 30'-0" REAR EAVE VIEW LEFT GABLE VIEW 18" OVERHANGS (INSTALL PER OVERHANG 12 DETAILS DRAWING) 4 p TYP 10'X12' OHD o 0 � v 3068 MD 36'-0" I_ 30'-0" I '1 FRONT EAVE VIEW RIGHT GABLE VIEW `' C LOUc Wgstiiycy� ELEVATION VIEWS b1* Z ilipw ALLIANCE aeOregon.com 9 it ■l. ENGINEERING 2200 139 G�� Specialists in Post Frame Engineering F 2200 1 SST- CLIENT OWNER BUILDING LOCATION NW POLE BUILDINGS, INC FILIBERTO MARTINEZ 21116 NW ROTH RD PARCEL 12208-530-102-1 RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 16 JUN 22 DWG NO: JOB NO: REV: ©ALLIANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE• Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC PLOT � 96 PFB-02 Of 07 2100923 NOTE: COMMERCIAL GIRTS NOT SHOWN FOR CLARITY (1) 3/4"0 A-307 BOLT 29 GA METAL SHEATHING W/ NUT & FLAT WASHERS EA SIDE INSTALL PER TYPICAL SCREW SCHEDULE TOP GIRT & OUTRIGGER ON STANDARD DETAILS DRAWING (SEE OVERHANG DETAILS DRAWING) TYP ROOF 12 4 TRUSS HEEL (6) 16d OR 20d NAILS TYP (1) EA SIDE OF POST TYP IN EA TRUSS HEEL 2X CORBEL BLOCK TO (3) 3/4"0 A-307 BOLTS MATCH POST WIDTH W/ NUT & FLAT WASHERS EA SIDE (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK LENGTH) (4) (MIN) 16d OR 20d NAILS TYP ON EA EAVE POST • TYP IN EA CORBEL BLOCK UNDER EA TRUSS HEEL PRE-ENGINEERED TRUSSES (BY OTHERS) • (SEE CONSTRUCTION NOTES) tE EAVE POST SEE DETAIL 1 DOUBLE TRUSS CONNECTION DETAIL POST 1 TYPICAL DOUBLE TRUSS CONNECTION TO EAVE WALL INTERMEDIATE POST 29 GA METAL SHEATHING N.T.S. a INSTALL PER TYPICAL SCREW SCHEDULE ON STANDARD DETAILS DRAWING TYP WALLS INSTALL (3) 20d NAILS 2X6 #2 D-F COMMERCIAL GIRTS ® 24" (MAX) O.C. 2" DEEP IN EA POST FACE (SEE GENERAL NOTE 1 BELOW) ® MID-SLAB DEPTH TYP CE: FOR POST CONSTRAINT 6X PERIMETER POST L CONCRETE FLOOR NAIL BOTTOM POST GIRT (6) 16d OR 20d NAILS EA END SEE DETAIL 2 BOTTOM GIRT TYP a z 4" (MIN) CONCRETE FLOOR a BACKFILL PER POST/BRACING a- � NOTES ON PLAN VIEW DRAWING w o (SEE CONSTRUCTION NOTES) w POST TO CONCRETE FLOOR CONNECTION L TYPICAL ALL 6X POSTS 6" THICK CONCRETE FOOTING (TOP VIEW - N.T.S.) (SEE CONSTRUCTION NOTES) K­A"� TYP BUILDING CROSS SECTION BUILDING DATA: 01 03 WIDTH: 30'-0" LENGTH: 36'-0" GENERAL NOTES EAVE HT: 14'-0" �� Z 1 23 ROOF SLOPE: 4 IN 12 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE AT L 0 / 1/4" TRUSS SPACING: 12'-0" 24" O.C. BY THE CONTRACTOR WITH 2X BLOCKING S C �/v SECTION A BETWEEN MEMBERS OR WITH SIMPSON LU26 �' F W S y BUILDING CODE: �� HANGERS OR EQUAL. IF 2X BLOCKING IS USED, RISK CATEGORY: II DESIGN WIND SPEED: 110 MPH THEN NAIL BLOCKING TO POST WITH (6) 20d OR �o .. G u. aeOre on.com WIND EXPOSURE: B (6) 16d NAILS (MIN). NAIL GIRTS TO BLOCKING ALLIANCE g WITH (2) 20d OR (3) 1 BE NAILS AT EACH END. S`ENGINEERING ROOF LIVE LOAD: 20 PSF , GROUND SNOW LOAD: 25 PSF BOTTOM BLOCK SHALL BE PRESSURE TREATED 4- '� 22O09i39 ROOF SNOW LOAD: 25 PSF FOR CONTACT WITH CONCRETE FLOOR. ROOF DEAD LOAD: 3 PSF 2. PURLINS MAY BE INSTALLED WITH SIMPSON LU26 OF '�fGISTC 1) Specialists in Post Frame Engineering WALL DEAD LOAD: 3 PSF HANGERS OR EQUAL (SEE NOTE 12 ON SS/0NA1.�-� CLIENT OWNER BUILDING LOCATION SOIL BEARING: 1.5 KSF CONSTRUCTION NOTES DRAWING), OVER-LAPPED, NW POLE BUILDINGS, INC FILIBERTO MARTINEZ SEISMIC CATEGORY: D OR BUTTED ON THE TRUSSES AS REQUIRED BY 21116 NW ROTH RD PARCEL 12208-530-102-1 BUILDING CODE: 2018 IBC THE CONTRACTOR. RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 16 JUN 22 DWG NO: JOB NO: REV: ©AWANCE ENGINEERING OF OREGON, INC. 9 2700 Market St NE • Salem, Oregon 97301 9 PHONE: 503 589-1727 9 FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC IPLOT @ 48 1 PFB-03 Of 07 2100923 ' NOTE: ROOF PURLINS & CORNER OUTRIGGER NOT SHOWN FOR CLARITY. SEE TYPICAL MAIN GABLE OVERHANG DETAIL PRE—ENGINEERED GABLE TRUSS (BY OTHERS, SEE CONSTRUCTION NOTES) TOP GIRT SEE DETAIL 3 ON OVERHANG DETAILS DRAWING (6) 16d OR 20d NAILS COMMERCIAL GIRT TYP 2X CORBEL BLOCK BY 40" (MIN) LONG W/ (32) 16d OR 20d NAILS PLACE NAILS ® 1-1/4" (MIN) FROM 2X GIRT BLOCKING BLOCK EDGES & ® 2-1/2" (MIN) O.C. (OMIT IF GIRTS ARE INSTALLED TYP ON EA GABLE WALL CORNER W/ SIMPSON HANGERS) POST UNDER EA TRUSS HEEL TYP CORNER POST---t NOTE: ALL 2X BLOCKS MUST MATCH POST WIDTH, & BE FREE OF SPLITS, CHECKS & SHAKES BEFORE & AFTER NAILING GABLE TRUSS CONNECTION DETAIL I GABLE TRUSS CONNECTION TO GABLE WALL CORNER POST N.T.S. I� Z I Z3 �S C L o - �� of .WASy�yc'S' PF. FRAMING DETAILS 460 MALLIANCEaeOregon.com 2f00910 A i. ENGINEERING FSG/STE" Specialists in Post Frame Engineering S, ONAI CLIENT OWNER BUILDING LOCATION NW POLE BUILDINGS, INC FILIBERTO MARTINEZ 21116 NW ROTH RD PARCEL 12208-530-102-1 RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 16 JUN 22 IDWG NO: JOB NO: REV: (DALLIANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC PLOT 0} 24 PFB-04 Of 07 2100923 NAIL EA OUTRIGGER TO POST GENERAL NOTES W/ (6) 16d OR 20d NAILS NAIL OUTRIGGERS TO PURLIN BLOCK TYP W/ (3) 16d OR 20d NAILS EA SIDE 1. ALL OVERHANG OUTRIGGERS, TOP GIRTS, AND FASCIA BOARDS SHALL MATCH 2X TOP GIRT TO MATCH PURLIN SIZE, GRADE & SPECIES TYP THE PURLIN SIZE, GRADE AND SPECIES FOR THE BAY IN WHICH THE OVERHANG ATTACH TO OUTRIGGER W/ SIMPSON JOIST HANGER ROOF PURLIN ® OUTRIGGER TERMINATION FRAMING MATERIALS ARE INSTALLED, UNLESS NOTED OTHERWISE. REFER TO THE (SEE GENERAL NOTES 1 & 2) SECTION VIEW DRAWING(S) FOR THE ROOF PURLIN SPECIFICATIONS. TYP 2. ALL SPECIFIED 2X6 OVERHANG FRAMING MEMBERS (IF APPLICABLE) SHALL BE 2X FASCIA TO MATCH PURLIN SIZE, GRADE INSTALLED WITH SIMPSON LU26 HANGERS OR EQUAL. ALL SPECIFIED 2X8 & SPECIES (SEE GENERAL NOTE 1) �'. OVERHANG FRAMING MEMBERS (IF APPLICABLE) SHALL BE INSTALLED WITH NAIL TO EA OUTRIGGER W/ (3) 16d OR 20d NAILS �.� SIMPSON LU28 HANGERS OR EQUAL. TYP 3. OUTRIGGERS SHOWN IN THE ALTERNATE MAIN EAVE OVERHANG DETAIL MAY BE PRE—ENGINEERED TRUSSES (BY OTHERS) OMITTED AS REQUIRED BY THE CONTRACTOR PROVIDED THAT THE (SEE DOUBLE TRUSS CONNECTION DETAIL; FASTENERS PRE—ENGINEERED TRUSSES (BY OTHERS) ARE DESIGNED WITH TRUSS TAILS 2X OUTRIGGER TO MATCH PURLIN SIZE, & CORBEL BLOCK NOT SHOWN FOR CLARITY) ABLE TO WITHSTAND THE LOADS SHOWN ON THE SECTION A DRAWING. GRADE & SPECIES (SEE GENERAL NOTE 1) TYP (1) EA SIDE OF POST OUTRIGGER MUST EXTEND INTO THE BUILDING AT LEAST (1) TIMES THE LENGTH OF THE PURLIN BLOCK BETWEEN TRUSS TOP CHORDS OVERHANG & MUST TERMINATE AT PURLIN BLOCK SEE DRAWING NAIL EA TRUSS TOP CHORD TO BLOCK TYP (2) PLCS ® EA EAVE POST PFB-02 W/ (3) 16d OR 20d NAILS EA SIDE (MAX) O.H. MAIN EAVE POST 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE & SPECIES ROOF PURLIN (SEE GENERAL NOTES 1 & 3) ATTACH TO OUTRIGGER OR TRUSS TOP NAIL—LAMINATE TO TRUSS TOP CHORD CHORD W/ SIMPSON JOIST HANGER W/ (2) ROWS OF 10d NAILS ® 4" O.C., STAGGERED (SEE GENERAL NOTES 1 & 2) TYPICAL MAIN EAVE OVERHANG DETAIL OUTRIGGER MUST EXTEND INTO THE BUILDING 18" (MIN) 1 STACKED PURLINS OVER DOUBLE TRUSS TYP (2) PLCS ® EA EAVE POST 2X CONTINUOUS BLOCKING BETWEEN TRUSS TOP CHORDS N.T.S. 2X TOP GIRT (SIZE & LOCATE PER NOTE 12 ON SEE TYPICAL MAIN EAVE CONSTRUCTION NOTES DRAWING) OVERHANG DETAIL (SIMILAR) TYP 2X GABLE FASCIA TO MATCH PURLIN SIZE, TYP GRADE & SPECIES (SEE GENERAL NOTE 1) y PRE—ENGINEERED TRUSSES (BY OILERS) NAIL TO EA PURLIN W/ (2) 16d OR 20d NAILS 2X EAVE FASCIA (SEE DOUBLE TRUSS CONNECTION DETAIL; TYP SEE TYPICAL MAIN EAVE CORBEL BLOCK NOT SHOWN FOR CLARITY) 2X SOLID BLOCKING BETWEEN PURLINS SFF OVERHANG DETAIL (SIMILAR) TYP (1) EA SIDE OF POST TOE—NAIL TO TOP OF PURLIN W/ (1) 16d OR 20d NAIL pF�Rq��O TYP TOE—NAIL TO TOP OF GABLE TRUSS BOLT THROUGH OUTRIGGERS & TRUSS HEELS W/ (2) 16d OR 20d NAILS EA SIDE (Mqk) 0y2 SEE DRAWING (SEE DOUBLE TRUSS CONNECTION DETAIL FOR BOLT SIZE) TYP PFB-02 TYP 2X GABLE FASCIA SUPPORT TO MATCH PURLIN SIZE, GRADE, & SPECIES 2X CONTINUOUS PURLINS (MAX) O.H. MAIN EAVE POST ATTACH TO OUTRIGGER NAIL PURLIN AIL TO 2XW/ SIMPSON JOIST HANGER OR EQUAL TO OUTRIGGER TOE—NAIL TO TOPKING OF ABLE)TRUS OR 20d NAILS (SEE GENERAL NOTES 1 & 2) W/ (3) 16d NAIL FASCIA TO SUPPORT OR 20d NAILS W/ (1) 16d OR 20d NAIL & INSTALL (1) SIMPSON H2.5A HURRICANE TIE OR EQUAL ALTERNATE MAIN EAVE OVERHANG DETAIL W/ (2) 16d OR 20d NAILS ® EA PURLIN TO MAIN GABLE TRUSS CONNECTION TYP TYP HUNG PURLINS ® DOUBLE TRUSS 2X EAVE FASCIA N.T.S. SEE TYPICAL MAIN EAVE PRE—ENGINEERED GABLE TRUSS OVERHANG DETAIL (SIMILAR) (BY OTHERS, SEE CONSTRUCTION NOTES) TYP (INSTALL PER DETAIL(S) ON FRAMING DETAILS DRAWING) SIMPSON CS16 STRAP OR EQUAL WRAP OVER TOP OF OUTRIGGER & NAIL EA SIDE TO S C L 0 2X OUTRIGGER TO MATCH PURLIN SIZE, TRUSS W/ (8) 10d X 1 1/2" LONG NAILS EA END �� F WA_ y� GRADE & SPECIES (SEE GENERAL NOTE 1) PLACE ® 6" (MAX) FROM OUTRIGGER END NAIL TO POST W/ (6) 16d OR 20d NAILS (EXTEND STRAP TO TRUSS BOTTOM CHORD o TYP AS REQ'D TO ACHIEVE REQ'D NAIL EA OUTRIGGER AT MAIN CORN R COUNT)TYP POT OVERHANG DETAILS CORBEL BLOCK 1 (INSTALL PER DETAIL(S) ON 2X TOP GIRT TO MATCH PURLIN SIZE, GRADE & SPECIES 2200913 ALLIANCE 0913aeOregon.com FRAMING DETAILS DRAWING) (SEE GENERAL NOTE 1) O� S/p NAB ■` E N G I N E E RI N G _ NAIL TO MAIN CORNER POST W/ (4) 16d OR 20d NAILS AwFMF.S MAIN CORNER POST TYP Specialists in Post Frame Engineering TYPICAL MAIN GABLE OVERHANG DETAIL CLIENT OWNER BUILDING LOCATION 3 CONTINUOUS ROOF PURLINS OVER SINGLE GABLE TRUSS NW POLE BUILDINGS, INC FILIBERTO MARTINEZ N.T.S. 21116 NW ROTH RD PARCEL 12208-530-102-1 RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 16 JUN 22 DWG NO: IJOB NO: REV: ©ALUANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC PLOT ®: 24 PFB-05 Of 07 2100923 1. 2" NOTE: TRUSS HEEL BOLT NOT SHOWN FOR CLARITY. INSTALL PER DETAIL 2. � OF POST & BOLT A-307 HEX HEAD BOLT OR CARRIAGE TRUSS HEEL I I BOLT W/ NUT & FLAT WASHERS EA SIDE I I CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES, I I z Q BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT - o I Z N Z - W :2 A-307 BOLTS W/ NUT TRUSS HEEL & FLAT WASHERS EA SIDE I ' NOTE: CORBEL BLOCK & BOLTS (STAGGERED AS SHOWN) - NOT SHOWN FOR CLARITY. 'v INSTALL PER DETAIL 1. POST POST - z NOTE: THIS DETAIL IS FOR BOLT LOCATION ONLY. SEE SECTION VIEW NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY. DRAWING(S) OR FRAMING DETAILS DRAWING FOR ACTUAL BOLT SEE SECTION VIEW DRAWING(S) FOR ACTUAL BOLT SIZE AND QUANTITY SIZE REQUIRED. SEE NOTE 10 ON CONSTRUCTION NOTES DRAWING. REQUIRED. SEE NOTE 10 ON CONSTRUCTION NOTES DRAWING. TRUSS HEEL BOLT SPACING 1 CORBEL BLOCK BOLT SPACING L FOR (1) TRUSS HEEL BOLT FOR (2) OR MORE BOLTS N.T.S. N.T.S. NOTE: FOR METAL ROOFS #14 X 7/8" STITCH SCREWS WITH ROOF SLOPE LESS NOTE: NO STITCH SCREWS REQUIRED ® 24" O.C. MID SPAN PANEL OVERLAP #9 X 1-1/2" SCREWS THAN 3 IN 12 SEE NOTE 13 #9 X 1-1/2" SCREWS ON CONSTRUCTION NOTES. 9" (MAX) /-29 GA (MIN) METAL SHEATHING NOTE: FOR METAL ROOFS v 1/2" (MIN) WITH ROOF SLOPE LESS EDGE DISTANCE THAN 3 IN 12 SEE NOTE 13 ON CONSTRUCTION NOTES. 2X (MIN) FRAMING MEMBER \-#9 X 1" LONG SCREWS ® 9" O.C. (MAX) 2X (MIN) FRAMING MEMBER 2X (MIN) FRAMING MEMBER FASTEN THE 29 GA (MIN) METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" LONG SCREWS AT 9" 9" (MAX) O.C. ADJACENT TO EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MAX) FROM (MAX) 29 GA (MIN) METAL SHEATHING PANEL EDGES AND MAJOR RIBS. INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY INSTALLED SUBSHEATHING OR BLANKET INSULATION. A YPICAL SCREW SCHEDULE 2X (MIN) FRAMING MEMBER #9 X 1-1/2" SCREWS ® 9" O.C. (MAX) N.T.S. FASTEN THE 29 GA (MIN) METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1-1/2" LONG SCREWS AT 9" O.C. C L0 STANDARD DETAILS ADJACENT TO EACH OF THE MAJOR RIBS. PARALLEL TO THE PANEL RIBS, AT TERMINATING EDGES OF ROOF, WALLS AND ALL �S E WA$ C'S'OPENINGS, THE #9 X 1-1/2" SCREWS SHALL BE SPACED AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE '�ry 'p on.com PROPER SCREW SPACING AT TERMINATING EDGES). THE FASTENERS SHALL BE 1/2" (MAX) FROM PANEL EDGES AND MAJOR .A�!.mALLIANCE E N G I N E E RI N G aeOreg RIBS. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN r r THE SUPPORTS AT 24" O.C. (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY INSTALLED SUBSHEATHING OR BLANKET INSULATION. -o � Specialists in Post Frame Engineering 22009139 CLIENT OWNER BUILDING LOCATION ALTERNATE SCREW SCHEDULE OF 'QFGfSTER�� \ NW POLE BUILDINGS, INC FILIBERTO MARTINEZ ell NAt�-�G 21116 NW ROTH RD PARCEL 12208-530-102-1 RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 16 JUN 22 DWG NO: JOB N0: REV: ©AWANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: RC PLOT ®: 12 PFB-06 Of 07 2100923 POLE BUILDING CONSTRUCTION NOTES: ABBREVIATIONS & SYMBOLS- 1. UNLESS NOTED OTHERWISE, ALL CONCRETE F'C SHALL BE 2500 PSI MINIMUM AT 28 10. PROTECTIVE COVERING OR COATING SHALL BE PROVIDED FOR ALL CORBEL BLOCKS, B.O. BOTTOM OF 0/0 OUT—TO—OUT DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO BOLTS, TRUSS AND/OR RAFTER HEELS, OUTRIGGERS, WOOD FASCIAS, AND ANY OTHER BTR BETTER OHD OVERHEAD DOOR PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED. FRAMING MEMBERS DIRECTLY EXPOSED TO THE ELEMENTS. CL (�) CENTER LINE OPP OPPOSITE CONT. CONTINUOUS PLCS PLACES 2. ALL SOLID SAWN LUMBER 5"X5" AND LARGER SHALL BE ROUGH SAWN VISUALLY GRADED 11. NO HOLES SHALL BE DRILLED THROUGH ANY STRUCTURAL MEMBER, FOR THE DO DUTCH DOOR P.T. PRESSURE TREATED TIMBERS UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER SHALL BE AT LEAST THE INSTALLATION OF PLUMBING, ELECTRICAL OR HVAC LINES, WITHOUT FIRST CONSULTING D—F DOUGLAS FIR REF REFERENCE MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE THE ENGINEER OF RECORD, AND GAINING WRITTEN AUTHORIZATION. EA EACH R/O ROUGH OPENING STANDARD OR BETTER. TU 2 DOUG—FIR MAY BE SUBSTITUTED FOR N0. 2 HEM—FIR. MSR1650 MAY BE SUBSTITUTED FOR N0. 2 DOUG—FIR. 12. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, OMIT THE PURLN BLOCKS AND INSTALL F/O FRAMED OPENING S4S SURFACED 4 SIDES 2X CONTINUOUS BLOCKING TO MATCH POST WIDTH BETWEEN RAFTERS/TRUSS TOP GA GAUGE SLID SLIDER DOOR 3. ALL PRESSURE TREATED POSTS SHALL BE INSTALLED WITH THE UNSAWN, FULLY TREATED, CHORDS. LOCATE BLOCKING AT THE TOP OF THE RAFTERS/TRUSS TOP CHORDS AND GLB GLUE LAM BEAM SPF SPRUCE PINE FIR END OF THE POST CENTERED ON THE CONCRETE FOOTING. ALL POSTS SHALL BE NAIL EACH SIDE WITH 16d NAILS AT 12" (MAX) O.C.. CONTRACTOR TO VERIFY THAT THE GSD GLASS SLIDER DOOR SS SELECT STRUCTURAL EMBEDDED INTO UNDISTURBED NATIVE SOIL AT THE EMBEDMENT DEPTHS SPECIFIED ON FACE HEIGHT OF THE TRUSS TOP CHORD IS EQUAL TO OR GREATER THAN THE PURLIN H—F HEMLOCK FIR SYP SOUTHERN YELLOW PINE THESE DRAWINGS, AS MEASURED FROM TOP OF CONCRETE FOOTING TO TOP OF HEIGHT, PRIOR TO CONSTRUCTION. HDG HOT—DIP GALVANIZED lYP TYPICAL UNDISTURBED NATURAL GRADE. IF SOLID ROCK IS ENCOUNTERED, THE CONCRETE MD MAN DOOR T.O. TOP OF FOOTING MAY BE OMITTED PROVIDED THE POST BEARS DIRECTLY ON SOLID ROCK AND 13. INSTALL ALL STRUCTURAL METAL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS MFR'S MANUFACTURER'S U.N.O. UNLESS NOTED OTHERWISE THE POST IS CENTERED IN THE POSTHOLE. IF FILL MATERIAL IS PLACED ON THE BUILD AND PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS MSR MACHINE STRESS RATED W WINDOW SITE, THE POSTHOLE DEPTHS SHALL BE INCREASED AS REQUIRED TO PROVIDE FULL DRAWING UNLESS NOTED OTHERWISE. FOR NON—STANDING SEAM METAL ROOFS WITH N.T.S. NOT TO SCALE W/ WITH EMBEDMENT INTO UNDISTURBED NATIVE SOIL, UNLESS THE FILL MATERIAL HAS BEEN ROOF SLOPE OF LESS THAN 3 IN 12 AND STANDING SEAM METAL ROOFS WITH ROOF O.C. ON CENTER ® AT PLACED IN ACCORDANCE WITH AND TESTED BY A CERTIFIED SOILS TESTING LABORATORY SLOPE OF 1/4 IN 12, APPLY LAP SEALANT PER MANUFACTURER'S SPECIFICATIONS IN 0/C OUT—TO—CENTER 0 DIAMETER TO BE 95% COMPACTED. IN THE EVENT UNTESTED FILL MATERIAL IS PLACED ON SITE, ACCORDANCE WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. AWANCE ENGINEERING OF OREGON ASSUMES NO LIABILITY FOR THE PLACEMENT OF THE FILL MATERIAL (BY OTHERS) OR THE INSTALLATION OF THE NON—STRUCTURAL CONCRETE 14. IF THE DRAWINGS SHOW POLYCARBONATE LIGHT PANELS, BOTH ENDS OF THE PANELS FLOOR (BY OTHERS). ALL POSTHOLE PASSING THROUGH UNTESTED FILL MATERIAL SHALL MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED TO BE BACKFILLED FULL DEPTH FROM TOP OF CONCRETE PAD TO FINISHED LEVEL SITE GRADE MUST BE FASTENED TO THE POSTS WITH (4) 16d OR 20d NAILS AT EACH END UNLESS WITH THE BACKFILL MATERIAL SPECIFIED ON THESE DRAWINGS. BUILD SITE FILL MATERIAL COMMERCIAL GIRTS ARE USED. PANELS MUST BE INSTALLED PER MANUFACTURER'S MUST EXTEND BEYOND THE BUILDING PERIMETER IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS AND IN ACCORDANCE WITH THE BUILDING CODE REFERENCED ON THESE BUILDING CODE. DRAWINGS. POLYCARBONATE PANELS SHALL BE AN APPROVED PANEL FOR USE ON WALLS AND DESIGNED TO WITHSTAND THE ENVIRONMENTAL LOADS AS SHOWN ON THE 4. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL SECTION A DRAWING. BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL INSTALL (10) 20d HOT—DIP GALVANIZED NAILS 2" DEEP INTO (2) 15. UNLESS NOTED OTHERWISE, INSTALL ALL SIMPSON HARDWARE PER MANUFACTURER'S OPPOSITE POST FACES ON EACH POST BELOW GRADE. PROVIDE 6" THICK CONCRETE SPECIFICATIONS. SIMPSON JOIST HANGERS ATTACHED TO 2—PLY FRAMING MEMBERS FOOTING TO MATCH HOLE DIAMETER. SHALL BE ATTACHED WITH 16d BY 2 1/2" (MIN) LONG NAILS PER MANUFACTURER'S SPECIFICATIONS. LAG SCREW BOLTS SHALL NOT BE SUBSTITUTED FOR SIMPSON 5. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL STRONG—DRIVE SCREWS. THAT T THE TO 3/4'BACKFILL (—) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL INSURE 16. THE TRUSS SHOWN ON THE SECTION VIEW DRAWING IS A REPRESENTATION ONLY AND THAT THE BACKFlLLIS SATURATED PRIOR TO BACKFlLLING AND IS COMPACTED AFTER SHALL NOT BE CONSTRUED AS THE FINAL TRUSS DESIGN. REFER TO THE EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. PRE—ENGINEERED TRUSS DESIGN PACKAGE (BY OTHERS), SUBMITTED BY THE OWNER OR 6. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL CONTRACTOR WITH THEIR BUILDING PERMIT APPLICATION, FOR THE FINAL TRUSS DESIGN. BE WELL—GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE CONTRACTOR MUST NOTIFY TRUSS ENGINEER OF TRUSS INSTALLATION REQUIREMENTS, CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILUNG AND OBTAIN APPROVAL FOR THE INSTALLATION OF FASTENERS THROUGH THE METAL TRUSS PLATES, PRIOR TO TRUSS INSTALLATION. CONTRACTOR SHALL NOTIFY TRUSS l�Z I 7> AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. ENGINEER OF BOTTOM CHORD INTERMEDIATE BEARING POINTS LOCATED AT GABLE WALL 7. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH POST, OR INTERIOR POST ATTACHMENTS, IF APPLICABLE, AND SHALL ENSURE THAT POST THE BUILDING CODE LISTED ON THESE DRAWINGS. INSTALL EXTERIOR FLASHING PER THE AND CORBEL BLOCK SIZE(S) ARE INCREASED AS REQUIRED TO ADEQUATELY SUPPORT lvS C �� BUILDING CODE LISTED ON THESE DRAWINGS, AND IN ACCORDANCE WITH THE THE BEARING AREAS SPECIFIED ON THE TRUSS ENGINEERING DOCUMENTS (BY OTHERS). Q��OF WASy�'s'� MANUFACTURER'S SPECIFICATIONS. INSTALL VENTILATION AS REQUIRED AND IN 17. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS ONLY. P ;, ACCORDANCE WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 1 ' 8. ALL FASTENERS DRIVEN INTO, OR STEEL CONNECTORS EXPOSED TO, PRESSURE TREATED 18. ALL SAWN ENDS OF 2X BLOCKS, OR 4X BLOCKS/POSTS COMING INTO CONTACT WITH A y^ ' WOOD SHALL BE HOT—DIP GALVANIZED, STAINLESS STEEL, OR APPLIED WITH CONCRETE FLOOR/FOOTING, SHALL BE TREATED WITH (2) COATS (MIN) OF COPPER s 2200913 MANUFACTURER'S PROPRIETARY CORROSION RESISTIVE COATING. ALL WOOD FRAMING NAPHTHENATE. ALLOW FIRST COAT TO DRY BEFORE APPLYING SECOND COAT. 0 �FG MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES BEFORE AND AFTER THE ISTERE INSTALLATION 19. UNLESS NOTED OTHERWISE ON THESE DRAWINGS, THE BUILDING HAS NOT BEEN DESIGNED PREVENT SPLITTING WOOD FRAMING MEMBERS. F.S TI FASTENERS. CONTRACTOR SHALL PRE—DRILL HOLES AS REQUIRED TO TO ACCOMMODATE ADDITIONAL LOADING FROM THE INSTALLATION OF INTERIOR WALLS, S�4NAt 9. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES RAISED FLOORS (ABOVE GRADE), MEZZANINES, EXTERIOR DECKS, OR ANY FUTURE LOFT SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS BCSI—B1 (SECOND FLOOR). AND BCSI—B10. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE 20. UNLESS NOTED OTHERWISE ON THESE DRAWINGS, ALL DOOR AND WINDOW OPENINGS MANUFACTURER OF THE PRE—ENGINEERED TRUSSES HAVE BEEN INSTALLED IN SHALL BE FRAMED PER THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL DOOR CONSTRUCTION NOTES ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. UNLESS NOTED OTHERWISE ON DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND DOOR THESE DRAWINGS, THE ROOF HAS BEEN DESIGNED FOR THE ROOF DEAD LOAD WEIGHT INSTALLATION. ALL DOORS AND WINDOWS SPECIFIED ON THESE DRAWINGS SHALL BE THE ALLIANCE aeOregon.com AND MATERIALS SPECIFIED ON THE SECTION A DRAWING. ROOFS DESIGNED WITH 3 PSF (MAX) HEIGHT AND WIDTH NOTED, AND MAY BE REDUCED IN SIZE AS REQUIRED TO ROOF DEAD LOAD IS ADEQUATE FOR THE INSTALLATION OF METAL SHEATHING OVER 2X ENSURE CORRECT INSTALLATION AND OPERATION. CONTRACTOR SHALL NOT NOTCH OR AMF ROOF PURLINS ONLY. INTERIOR CEILING SHALL NOT BE INSTALLED ON THE TRUSS CUT ANY STRUCTURAL POSTS, HEADERS, RAFTERS, TRUSS MEMBERS, DIAGONAL LATERAL II ■& E N G I N E E R I N G BOTTOM CHORD UNLESS SPECIFIED ON THE SECTION A DRAWING. BRACES (IF APPLICABLE), OR FRAMING MEMBERS FOR THE INSTALLATION OF THE Specialists in Post Frame Engineering OVERHEAD DOOR TRACK OR HARDWARE. CLIENT j OWNER BUILDING LOCATION NW POLE BUILDINGS, INC FILIBERTO MARTINEZ 21116 NW ROTH RD PARCEL 12208-530-102-1 RIDGEFIELD, WA 98642 BELFAIR, WA 98528 DATE: 2 NO: I©AWANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 9 PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. D AWNIBY:JRC PLOT @ 1 PFB-07 Of 0712100923 REVAnl PLANNING 3�p�-o�A4 - 0031� Qol-e