1617 COLBY AVE 2025-07-31 - Laserfiche WebLink

3605 C STREET BC INVESTIGATIVE AUBURN, WA.98002 Project No: _23021 Sheet_2 of_6 ENGINEERS LLC WWW.BCIE.NET Designer _JB Date _01-19 24 2538335557(0) Checked By Date 253.833.7309(F) Revisions Date RESPONSIVE • ACCURATE • THOROUGH 1.888.335.5557(T) GENERAL STRUCTURAL NOTES: 7.3 MINIMUM NAILING-PER 2018 IBC TABLE 2304.10.1 8.0 THROUGH 14.0 NOT USED 7.4 NOT USED 15.0 MECHANICAL/POWDER DRIVEN FASTENERS(NOT REQUIRED) 7.5 PLYWOOD/OSB SHEATHING 16.0 SPECIAL INSPECTIONS(NOT REQUIRED) EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN 17.0 MISCELLANEOUS PLYWOOD ASSOCIATION. ALL GRADING AND INSTALLATION SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING.PROVIDE ERECTION BRACING AS CONFORM TO MOST CURRENT VERSION OF PS2 FOR OSB. USE NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS.SHEATHING PLANS FOR WALL OPENING,ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER THE MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED PIPES,CONDUITS,ETC.,NOT SHOWN. BY CONTRACTOR. EXCEPT AS OTHERWISE SHOWN OR NOTED,PROVIDE 8d AT 6"ON CENTER @ SUPPORTED PANEL EDGES AND 8d AT 12"ON 18.0 ABBREVIATIONS CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND ROOFS. -. DIAMETER I/F INSIDE FACE PWD PLYWOOD FOR FLOORS,USE THE SAME SPACING PATTERN AS STATED FOR WALLS ADD'L ADDITIONAL INT INTERIOR RQD REQUIRED OR ROOF EXCEPT USE 10d NAILS. BLKG BLOCKING JT(s) JOINT(s) SIM SIMILAR BOT BOTTOM MIN MINIMUM SHTG SHEATHING NOTE:EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU OF OSB CTV CONTRACTOR TO VERIFY(N) NEW T&B TOP&BOTTOM CALLED OUT.ALL THICKNESS AND GRADING SHALL CONFORM TO PS1 DTL DETAIL O.C. ON CENTER TYP TYPICAL OR PS2.SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE (E) EXISTING OSB ORIENTED STRAND BOARD PER THE CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS EA EACH 0./F OUTSIDE FACE SPECIFIED BY CONTRACTOR. EXT EXTERIOR PNL PANEL INFO INFORMATION P-NAIL(s) PNEUMATIC NAILS ROOF DIAPHRAGM:15/32" PWD(PANEL INDEX=24/16);WITH 8d NAILS OR.131"DIA P-NAILS AT 6"O.C.AT SUPPORTED PANEL EDGES 19.0 SCOPE OF WORK AND AT 12"O.C.AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON 1. THE APPROVED PLANS COMPLETED BY WOODWAY HOMES,B2309-040,INDICATED THE PLAN. WHERE REQUIRED,USE PLY-CLIPS INSTALLED PER (E)KNEE WALLS ARE TO BE REFRAMED AT DIFFERENT LOCATIONS CLOSER TO THE(E) MANUFACTURER'S GUIDELINES AND APA GUIDELINES. EXT.WALLS. CITY REVIEW COMMENTS NOTED THAT"ENGINEERING IS REQUIRED". 7.6 MANUFACTURED TIMBER BEAMS(NONE) 2. THE BUILDING OFFICIAL,TONY LEE,HAS APPROVED THESE SKs BE SUBMITTED FOR THE "ENGINEERING REQUIRED"AND SUBMITTED TO MR.LEE VIA EMAIL 7.7 PRESERVATIVE TREATMENT 3. BCIE VERIFIED THE IMPACT TO THE(E)RAFTERS BY HAVING(N)KNEE WALLS CLOSER TO ALL EXPOSED FRAMING LUMBER,PLYWOOD AND DECK MATERIALS THE(E)EXT.WALLS,THE IMPACT TO THE(E)CEILING JOISTS BELOW,AND THE IMPACT SHALL BE PRESSURE TREATED WITH.25#/CF PENTACHLOROPHENOL TO THE(E)BEAM THAT IS ALONG THE CENTER OF THE MAIN FLOOR ABOVE THE PER AWPA SPECIFICATION P-5 OR OTHER APPROVED TREATMENT. BASEMENT&CRAWL SPACE. ALL CUTTING AND BORING AFTER PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE WITH AWPA SPECIFICATION M-4. 4. OVERALL,THE DEAD AND LIVE LOADS HAVE NOT CHANGED SO A FOUNDATION CONTRACTOR SHALL VERIFY COMPATIBLITY BETWEEN THE PRESSURE ANALYSIS IS NOT REQ'D PER CODE. TREATMENT AND ANY HARDWARE OR FASTENERS IN CONTACT 5. THESE SKs ARE ENGINEERED&INCLUDE STRUCTURAL ANALYSIS. NO CALCULATIONS WITH THE PRESSURE TREATED MATERIAL(S). ARE PROVIDED. LEE 8 jN ,40 4/44 SK-1 STRUCTURAL NOTES (2 OF 2) .4,,s,sloN �E��710 (2 OF 6) 11-19-24 CAUSE&ORIGIN•DUE DILIGENCE•RESTORATIONDESIGN•EXPERT WITNESS•ACCIDENT INVESTIGATION*SEISMIC HAZARD ASSESSMENT.STRUCTURAL CONSULTING FOR: GOLDEN COAST CONSTRUCTION TITLE: COLETTI FIRE BCIE JOB NO. &RESTORATION, 1201 MONSTER RD SW,STE 320 1617 COLBY AVE,EVERETT, WA 98201 23021