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GENERAL STRUCTURAL NOTES 11111DHP 0.0 COLD FORMED INTERIOR STUD AND JOIST FRAMING CALCULATIONS AND SHOP DRAWINGS 2.5 MATERIALS(CONY.) 4.2 MATERIALS(CONY.) ABBREVIATIONS En gin eerin gStructural Building Consultants THESE SHOP DRAWINGS ARE FOR THE INTERIOR LOAD BEARING COLD FORMED METAL B. AIR ENTRAINMENT:CONFORM TO ASTM-C260 AND ASTM-C494,MBVR OR MICRO-AIR BY C. ALL SCREWS(REFERRED TO AS TEK)SHALL BE SELF TAPPING SELF DRILLING AB. ANCHOR BOLT I.D. INSIDE DIAMETER 32008 32ud Ave S,#B STUDS/JOISTS AND THEIR DETAIL CONNECTIONS AT THE CONDITIONS AND LOCATIONS MASTER BUILDER. FASTENERS WHICH ARE ZINC COATED AS MANUFACTURED BY ITW BUILDEX TEK TRAXX, REFERENCED HEREIN.THE METAL JOISTS ARE DESIGNED TO RESIST APPLICABLE DEAD / ALT. AGGREGATE INT. INSULATION Federal Wa ELCO DRIL-FLEX,HILTI,GRABBER,OR APPROVED EQUAL.THE MINIMUM SCREW ALT. ALTERNATE INT. INTERIOR y,WA 98001 AND LIVE LOADS AND THE STUDS ARE DESIGNED TO IBC OUT OF PLANE LATERAL C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS SIZE/TYPE/POINT SHALL BE#8-18(#2 POINT)TEK OR#10-16(#2 POINT)TEK FOR APPROX. APPROXIMATE (253)220-0848 LOADS,WHICH ARE IMPOSED ON THE FINISH SYSTEMS AND TRANSFERRED TO THE GIVEN BY THE ENGINEER. ARCH. ARCHITECTURAL JNT. JONT FRAMING MEMBERS.ALL CALCULATIONS AND DETAILS SHALL BE REVIEWED AND USE IN 20 GA THROUGH 16 GA,AND#10-16(#3 POINT)OR#12-14(#2 OR#3 POINT) JST. JOIST SCREWS FOR SHEATHING APPROVED BY THE GOVERNING JURISDICTION.ALL JOINTS IN ALL FINISH MATERIALS AND 2.6 REINFORCING STEEL TEK FOR HEAVIER THAN 16 GA UNLESS NOTED OTHERWISE. BD. BOARD CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING DST THE NECESSARY DESIGN AND DETAILING REQUIRED FOR FINISH SYSTEM FUNCTION AND BLDG. BUILDING LFA LOAD FROM ABOVE vl F ITS COMPATIBILITY WITH THE BUILDING MOVEMENTS AND THE METAL STUD FRAMING DETAIL,FABRICATE AND PLACE PER ACI-315 AND ACI-TIE .TO METAL CONNECTION.ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER SUPPORT MATERIAL INTO THE THICKER MATERIAL UNLESS NOTED OTHERWISE SCREWS SHALL HAVE BILK BLOCK SYSTEM SHALL BE PROVIDED BY OTHERS. REINFORCEMENT WITH APPROVED CHAIRS,SPACERS,OR TIES. B BLOCKING MAX. MAXIMUM A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND BM. 0M. BEAM MFR. MANUFACTURER 1.0 GENERAL A. STEEL REINFORCEMENT SHALL BE NEW,DEFORMED BILLET STEEL,MEETING ASTM SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER TO CENTER SPACINGS OF 1/2". ROT. BOTTOM MIN. MINIMUM STANDARD A-615; GRADE 60 FOR#3 AND LARGER BARS UNLESS NOTED OTHERWISE ALL SCREWS SHALL CONFORM TO SAE J78.SHARP POINT(OR SELF-PIERCING)SCREWS BTWN. BETWEEN MSC. MSCELLANEOUS THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS AND DETAILS ANY ON THE PLANS.SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO SHALL BE ASTM C1002 AND SELF-DRILLING SCREWS SHALL BE ASTM C954.ALL M.O. MASONRY OPENING DISCREPANCY FOUND AMONG THE DRAWINGS,THESE NOTES,AND THE SITE CONDITIONS THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE SCREWS SHALL HAVE A PROTECTIVE COATING PROVIDED IN CONFORMANCE WITH(HOURS C.J. CONTROL JOINT MTL. METAL w F1941 PREVIOUSLY ASTM B633 AND SHALL HAVE A PERFORMANCE RATING CLR. CLEAR O s161a q, SHALL BE REPORTED TO THE ENGINEER,WHO SHALL CORRECT SUCH DISCREPANCY IN BENT IN FIELD AFTER CONCRETE PLACEMENT. ALL BENDS SHALL BE PER ACI. ( ) (HOURS OF C.M.U. CONCRETE MASONRY UNIT N0. NUMBER ����OISTERw, WRITING.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH SALT-FOG)PER ASTM B117 APPROPRIATE FOR THE INSTALLED CONDITIONS.ALL SCREW COL. COLUMN N.T.S. NOT TO SCALE SSIONAL E� DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK.THE CONTRACTOR SHALL B. LAPS: LAPS NOT ALLOWED AT NEW FOOTINGS,USE SINGLE PIECE BARS AT ALL CAPACITIES SHALL BE AS INDICATED BELOW AND SHALL BE VERIFIED BY THE GONG. CONCRETE VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING CONDITIONS CONTRACTOR PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE SCREW TEST CONN. CONNECTION O.C. ON CENTER 451618 2021-01-21 WITH ANY WORK OR FABRICATION.THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING DATA FROM THE SCREW MANUFACTURER'S QUALITY ASSURANCE PROGRAM OR SHALL CONSTR. CONSTRUCTION O.D. OUTSIDE DIAMETER AND SHORING DURING CONSTRUCTION, C. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND RETAIN AN INDEPENDENT CERTIFIED TESTING AGENCY TO PROVIDE THE LOAD TEST CONT. CONTINUOUS OH. OVERHEAD APPROVED BY THE ENGINEER. VERIFICATION.THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE OPG. OPENING PREPARED FOR: 1.1 CODES FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT. DEG. DEGREE OPP. OPPOSITE D. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS,THE DET./DTL. DETAIL ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318)SHALL BE ALLOWABLE SHEAR AND PULLOUT VALUES(LBS) DIA.A . PRE-CAST 4 DIAMETER P LDIAGONAL T PROPERTY LINE OF THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED AND ADOPTED BY THE REFERRED TO FOR PROPER REINFORCEMENT. FOR SCREWS CONNECTING LIGHT GAUGE STEEL DN. DOWN PLYWD. PLYWOOD GOVERNING WASHINGTON JURISDICTION,A.I.S.C.13TH EDITION; AWS D1.1-06 AND A.I.S.I Material 8 10 12 DWG. DRAWING 2016 EDITION. E. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: Design UltimaterDIA.=0.164" DIA.=0,190' DIA.=0,216" RCP REFLECTED CEILING PLAN 1.2 DESIGN CRITERIA COVER CONDITION Gauge Thick ThicknessStrength EAR PULLOUT SHEAR PULLOUT SHEAR PULLOUT (E) EXISTING R.D. ROOF DRAIN MILS INCHES Fu, KSIV T V T V 7 EA. EACH RE: REFER TO... 3 CONCRETE DEPOSITED AGAINST EARTH E.J. EXPANSION JOINT REINF. REINFORCED A. VERTICAL LOADS(DEAD): SELF-WEIGHT OF STUDS&FINISH MATERIALS 2" CONCRETE DEPOSITED AGAINST FORMS BUT 20 33 0.0346 45 164 72 177 84 188 95 EI.ES. EXTERIOR INSULATION AND REQ'D. REQUIRED 8.5 PSF®WALLS AND FLOORS EXPOSED TO EARTH 18 43 0.0451 45 244 94 263 109 280 124 EL.ELEV. FINISH SYSTEM RM ROOM 1-1/2" MAIN REINFORCING IN BEAMS 16 54 0.0566 65 300 171 "0 198 569 225 EL V. ELEVATION R.O. ROUGH OPENING B. VERTICAL LOADS(LIVE): 50 EST(OFFICE LOADING) 1-1/2" TO TIES IN COLUMNS,AND TIED REBAR IN WALLS 14 68 0.0713 65 -NA- -NA- 500 249 750 284 EQ. EQUAL 1-1/2" FOR BARS IN SLABS ON GROUND(TOP AND BOTTOM) Nominal Screw Strength Required= 900 1615 1500 2515 2250 3665 EQUIP. EQUIPMENT SCHED. SCHEDULE 1" FOR BARS IN SLABS ON FORMS E.W. EACH WAY SECT. SECTION C. LATERAL LOADS: EXP. EXPANSION S.F. SQUARE FOOT 1-1/2" MIN BOTTOM COVER TO TENDONS®P.T.SLABS ON GROUND 1. SEISMIC: DESIGN CATEGORY'D'RISK CAT II,SITE CLASS'D' 1" MIN TOP COVER TO TENDONS®P.T.SLABS ON GROUND D. ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING CODE- EXT. EXTERIOR SIFT. SHEET Sps=0.746,Sp1=0.427,le=1.00 SHW OR S.W. S LL O SHEET STEEL",AWS D1.3. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, F.D. FLOOR DRAIN SIM. SIMILAR 2.WIND: 5 PSF MIN LATERAL AT INTERIOR WALLS PER 2015 IBC SECTION 1607.14 E DEFORMED BAR ANCHORS: ASTM-A496 USE MINIMUM E60 ELECTRODES.ALL WELDING SHALL BE TOUCHED UP WITH ZINC RICH FDN. FOUNDATION SPEC. SPECIFICATION PAINT. F.F. FINISH FLOOR SO.OR SQUARE D. DEFLECTION REQUIREMENTS: OUT OF PLANE=L/240®FLOORS AND WALLS(ASSUMED) FF FLUSH FRAME S.S. STAINLESS STEEL I�-I 3.0 METALS E. FOR FASTENING COLD FORMED STEEL MEMBERS TO STRUCTURAL STEEL OR TO FIN. FINISH STAGG. STAGGERED CONCRETE,POWDER DRIVEN OR PNEUMATIC FASTENERS SHALL BE ZINC PLATED AND FLR. FLOOR STD. STANDARD E. EXISTING WALL AND LID FRAMING REMAIN WITH NO MODIFICATIONS,IT IS ASSUMED 3.1 WELDING SHALL BE MANUFACTURED BY HILTI OR EQUAL AS INDICATED IN THE DRAWINGS WITH END. FOUNDATION STIFF STIFFENER ^ THAT THE FRAMING IS SUITABLE FOR ALL GRAVITY AND LATERAL REQUIREMENTS IT IS THE CAPACITIES SHOWN TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. E0.8. FACE OF BRICK STL. STEEL I-I CURRENTLY SUBJECTED TO.ANALYSIS OF EXISTING FRAMING IS NOT WITHIN THE SCOPE F.O.C. FACE OF CONCRETE STRUC. STRUCTURAL A. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS SIT "STRUCTURAL WELDING CODE" FOR PULLOUT APPLICATIONS OF POWDER DRIVEN OR PNEUMATIC FASTENERS,OF THIS PROJECT. F.S. FULL SIZE &D1.3"STRUCTURAL WELDING CODE-SHEET STEEL." NON-DESTRUCTIVE PULLOUT TESTS SHALL BE PROVIDED TO VERIFY THAT THE TESTED FT. FOOT OR FEET TR TREAD 2.0 CONCRETE CAPACITY EXCEEDS THREE(3)TIMES THE ALLOWABLE VALUES INDICATED IN THE FIG. FOOTING T.B.D. TO BE DETERMINED B. ALL WELDING SHALL BE DONE BY AWS&STATE CERTIFIED WELDERS,WITH E60 OR E70 DRAWINGS.TEST ONE(1)CONNECTION IN EVERY FIFTY(50)FOR PULLOUT CONDITIONS. FORK. FURRING T&B TOP AND BOTTOM T&G TONGUE&GROOVE 2.1 STRUCTURAL CONCRETE STRENGTH(ASSUMED) ELECTRODES GA. . GALVANIZED GAUGE THE. THICK x F. ALL MATERIALS SHALL BE STORED DRY AND SHALL BE KEPT FREE OF CORROSION. GALV T.I. TENANT IMPROVEMENT �j f'c=3000 PSI MIN C. ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. DAMAGED MATERIALS WILL NOT BE ACCEPTABLE. f-! OR GRADE T/ TOP OF GYP. GYPSUM TYP. TYPICAL 4.0 COLD FORMED STEEL 4.3 FABRICATION N 2.2 GENERAL GYP.BD. GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE w 4.1 QUALITY ASSURANCE A. PREFABRICATED MEMBERS SHALL BE AS SHOWN IN THE DRAWINGS AND SHALL BE NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301 AND HI. HEIGHT N U SPECIFICATION SECTION 03300. ESTABLISH PROPORTIONS OF CEMENT,COARSE ASSEMBLED SQUARE WIN THE FASTENERS INDICATED IN THE DRAWINGS.ALL FRAMING HVAC HEATING,VENTILATION AND VER VERIFY W AND FINE AGGREGATES,WATER,AND ADMIXTURES TO PRODUCE THE PROPERTIES THE CONTRACTOR IS RESPONSIBLE TO PROVIDE FULL TIME QUALITY CONTROL OVER ALL MEMBERS SHALL BE CUT SQUARELY AND SHALL BE POSITIVELY HELD IN PLACE UNTIL AIR CONDITIONING VERT. VERTICAL 'CI SPECIFIED FOR EACH CONCRETE MIX TYPE PER ACI-301 ON THE BASIS OF PREVIOUS FABRICATION AND ERECTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY FASTENED. ,y FIELD EXPERIENCE OR TRIAL BATCHES.USE ADMIXTURES IN ACCORDANCE WITH THE OBTAIN MILL CERTIFICATION FROM THE COLD FORMED STEEL MANUFACTURER OR SHALL 0 MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER-REDUCING ADMIXTURE THAT BE RESPONSIBLE TO PROVIDE TENSILE TESTS AND GALVANIZATION TESTS TO THE 4.4 ERECTION W%0 WITHOUT WILL PERMIT PLACING WITHOUT SEGREGATION,HONEYCOMBING OR ROCK POCKETS.THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE LIGHT GAUGE MATERIALS. SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE A. GENERAL STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM 4.2 MATERIALS W 1. WALLS SHALL BE INSTALLED PLUMB AND IN SQUARE AT THE LOCATIONS AND SHEETIND T7� DEX FREQUENCY. DO NOT OVER-VIBRATE.DO NOT MOVE THE CONCRETE HORIZONTALLY A. GAUGE MATERIAL SHALL BE FORMED FROM GALVANIZED ASTM A1003(STRUCTURAL/HIGH SPACING INDICATED IN THE DRAWNGS. rj USING THE VIBRATOR. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN DUCTILITY QUALITY) )OR ASTM A653(SO QUALITY GRADE 50 CLASS I STEEL FOR 97 IH-I CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS MIL,68 MIL,AND 54 MIL(12,14,AND 16 GAUGE)MATERIAL WITH A MINIMUM YIELD OF 2. WALL STUDS SHALL BE SECURELY ATTACHED AT BOTH FLANGES AT THE TOP AND SHEET NUMBER SHEET TITLE REVISION* AFTER POURING.ALL REINFORCEMENT TIE WIRES AND FORM ANCHORS SHALL BE CUT 50 KSI; AND GRADE 33 STEEL FOR 43 MIL(18 GAUGE) MATERIAL AND LIGHTER WITH BOT TRACK AND SHALL BE SEATED SQUARELY IN THE TRACK. L� OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND A MINIMUM YIELD OF 33 KSI,UNLESS NOTED OTHERWISE.MINIMUM THICKNESS SHALL BE SD1.0 GENERAL NOTES REVISIONS TO THIS SHEET: FREE FROM IRREGULARITIES. PER ICBO ACCEPTANCE CRITERIA AC46. 3. WALL STUD SPLICES ARE NOT ALLOWED. SDI.I GENERAL DETAILS 2.3 STRENGTH THICKNESS-STEEL COMPONENTS B. NON-LOAD BEARING WALLS/EXTERIOR FINISH SYSTEMS SD2.0 FRAMING AND FOUNDATION PLANS DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING MINIMUM DESIGN MINIMUM STRENGTH 1. STUDS SHALL BE AS INDICATED IN THE DRAWINGS WITH FINISH MATERIALS AS PROPERTIES: THICKNESS(mils) THICKNESS in GAUGE Fy Hksi) Fu ksi) NOTED IN THE DETAILING AND SECTIONS.CRC OR OTHER BRIDGING/BRACING SD2.1 BUILDING SECTIONS 33 0.0346 20 33 45 SHALL BE PROVIDED AS INDICATED IN DETAILS 3/SD1.1 AND 13/SD4.0. STRENGTH MAXIMUM MAXIMUM 43 0.0451 18 33 45 SD2.2 BUILDING SECTIONS Al"I'l-IDN F'c WATER/CEMENT SLUMP 43(50 KSI) 0.0451 18 50 65 2.POSITIVE CONNECTIONS SHALL BE PROVIDED AT SUPPORTING MEMBERS PER THE PSI RATIO INCHES 54 0.0566 16 50 65 DRAWINGS. SD3.0 OPENING ELEVATIONS FOOTINGS 300, 0.50 4 68 0.0713 14 50 65 3.WHERE INDICATED,PROVIDE DEFLECTION TRACK WITH GAP BETWEEN TOP OF STUD SD33 OPENING ELEVATIONS 97 0.1017 12 50 65 AND TRACK WEB OR PROVIDE SLOTTED CLIP CONNECTION TO ALLOW BUILDING MOVEMENTS. SD4.0 DETAILS SUBNOTES: NOTE: MINIMUM THICKNESS IS BASED ON UNCOATED STEEL,THE MINIMUM THICKNESS SD4.1 DETAILS REPRESENTS 95%OF THE DESIGN THICKNESS AND IS THE MINIMUM ACCEPTABLE C. CONSTRUCTION SHORING/BRACING 1. ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE(8"TO 11"SLUMP)IF THE UNCOATED THICKNESS DELIVERED TO THE JOB SITE BASED ON SECTION B7.1 OF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE W/C RATIO IS NOT 2016 AISI SPECIFICATION(NASPEC). 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING TOTAL NUMBER OF SHEETS 9 INCREASED. CONSTRUCTION. *LATEST INDIVIDUAL SHEET REVISION ISSUED ALL MEMBERS SHALL BE GALVANIZED PER ASTM A924/A924M(LATEST EDITION)WITH 2. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED.NO DEVIATION MINIMUM COATING REQUIREMENTS AS FOLLOWS: 5.0 MECHANICAL/POWDER DRIVEN FASTENERS FROM THESE PROPORTIONS,ESPECIALLY THE ADDITION OF WATER,SHALL BE DESIGNED BY :GD$/COK MADE WITHOUT APPROVAL OF THE ENGINEER. INTERIOR NON-LOAD BEARING STUDS ASTM C645-G40 COATING A. MECHANICAL FASTENERS(PRE-DRILLED ANCHORS) EXTERIOR WALL STUDS ASTM C955-G60 COATING DRAWN BY :COK 3.STRENGTH REQUIREMENTS FOR CONCRETE ARE NOTED ABOVE.SEE PROJECT LOAD BEARING STUDS ASTM C955-G60 COATING 1. TYPICAL MECHANICAL/ADHESIVE ANCHORS WHICH ARE INSTALLED IN SPECIFICATIONS AND ARCHITECT FOR ADDITIONAL SERVICEABILITY MIX PARAMETERS EXPOSED EXTERIOR FRAMING ASTM C955-G90 COATING CONCRETE/CMU SHALL BE AS MANUFACTURED BY SIMPSON,OR APPROVED ISSUE DATE :2021-01-21 /REQUIREMENTS. EQUIVALENT AND SHALL BE INSTALLED IN CONFORMANCE WITH THE LATEST REV. B. ALL MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL MANUFACTURERS GUIDELINES AND PER APPROVED ICC-ESR IN COMPLIANCE WITH 2.4 MATERIAL-CEMENT,WATER&AGGREGATES PER ACI 301 PROPERTIES AS INDICATED PER THE STEEL STUD MANUFACTURERS ASSOCIATION(SSMA) THE 2015 IBC AND APPROVED FOR USE IN CRACKED CONCRETE. PROJECT# :20.086 ICC ESR#3064-P OR EQUAL AT THE CONTRACTORS OPTION AND APPROVED BY THE A. CEMENT MUST CONFORM TO ASTM C150,TYPE I OR TYPE II. ENGINEER.SEE DETAIL 1/SD1.1 FOR DESCRIPTION OF SSMA DESIGNATION.ACCESSORIES B. POWDER DRIVEN FASTENERS SHEET TITLE SHALL BE OF THE TYPE,SIZE,AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM GENERAL B. WATER TO BE CLEAN AND POTABLE. 54 MIL MATERIAL UNLESS OTHERWISE SPECIFIED.PREFABRICATED PANELS SHALL BE 1. TYPICAL POWDER DRIVEN FASTENERS,WHICH ARE INSTALLED IN CONCRETE OR SQUARE,WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING AND TO STEEL SHALL BE AS MANUFACTURED BY SIMPSON STRONGTIE AND SHALL BE C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33. MINIMIZE DISTORTION WHILE LIFTING. FASTENING OF COMPONENTS SHALL BE BY INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS GUIDELINES AND PER ICC NOTES WELDING OR SCREWING OR BY OTHER MEANS OF FASTING AS INDICATED ON THE REPORT ESR-2138. 2.5 MATERIALS DRAWINGS.WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION(MIN. 1/8"WELD BY 1"LENGTH).WIRE TYING OF COMPONENTS SHALL NOT 2. ALL FASTENERS SHALL BE OF THE TYPE AND SIZE REQUIRED TO MAINTAIN THE A. WATER REDUCING ADMIXTURES: CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. STUDS REQUIRED PENETRATIONS. PLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL AND MUST SHALL BE PLUMB,ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH CONFORM TO ASTM-C494,POZZOLITH POLYHEED,POZZOLITH 10OXR,OR POZZUTECH 20. UPPER AND LOWER TRACK RUNNERS.FRAMING OF WALL OPENINGS SHALL INCLUDE 6.0 SPECIAL INSPECTIONS POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH HEADERS AND SUPPORTING STUDS AS SHOWN ON THE DRAWINGS. SUBMITTAL SET ONLY THE MANUFACTURER'S INSTRUCTIONS.ADMIXTURES AND DOSAGES WILL VARY DEPENDING SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704&1705 OF THE 2015 IBC. ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS.MAXIMUM PER SECTIONS 1705.11.2 AND 1705.12.3,PERIODIC SPECIAL INSPECTION IS REQUIRED NOT FOR CONSTRUCTION SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8"WITH A MINIMUM OF 10 OUNCES OF FOR THE SEISMIC FORCE RESISTING SYSTEMS COMPRISED OF WOOD STRUCTURAL PANEL THESE DRAWINGS ARE SURJECT TO OR STEEL SHEETS ON ONE SIDE WITH FASTENERS 4 INCHES APART OR LESS. REVISIONS PENDING LOCAL JURISDICTIONAL POLYHEED PER 100 OUNCES OF CEMENT.USE IN ACCORDANCE WITH MANUFACTURER'S REVIEW, NS.RECOMMENDATIO 7.0 MISCELLANEOUS SD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR PROCEEDING. PROVIDE ERECTION . 0 BRACING AS NECESSARY UNTIL PERMANENT SUPPOO RT AND STIFFENERS ARE INSTALLED. 1 NOTE: 11111DHR i STUD/TRACK ELKS PLACED AS #6 SCREW MIN FASTENERS Structural Building Consultants AXIAL LOAD TABLES AND STUD TABLES ASSUME THAT RIGID WALL COVERINGS ARE ATTACHED TO BOTH FACES OF REQ'D AT EA END OF WALL FOR SHALL BE PLACED Q 12" EACH STUD FOR LATERAL SUPPORT OF STUD FLANGES. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS PANEL LESS THAN 24'-0' LONG O.C.MIN TO ALL FRAMING 32008 32ud Ave S,#B OTHERWISE PROVIDE ADDITIONAL MEMBERS @ SHEATHED (FURRED WALLS,UNSHEATHED WALLS,ETC.),LOADS MAY BE APPLIED WITHOUT PROPER FLANGE BRACING. STUD BLKG®MID LENGTH OF WALL AND LOCATIONS Federal Way,WA 98001 BRIDGING PROVIDES FLANGE SUPPORT TO THE STUD SO LOADS CAN BE APPLIED. TYPICALLY,AT LEAST 50%OF THE BLKG,@"O.C.MAX. zs3 22o-oaaa AXIAL LOAD CAPACITY OF THE STUD CAN BE ACHIEVED THROUGH THE USE OF HORIZONTAL BRIDGING AT A MAXIMUM ( ) VERTICAL SPACING OF 4'-0"IN A STUD WALL. ADDITIONAL ROWS OF BRIDGING ARE REQUIRED FOR OTHER CASES. STUD BRIDGING MAY BE PROVIDED THROUGH ANY OF THE THREE METHODS SHOWN BELOW.USE 1-1/2"x 54 MIL CRC NOTE FOR ATTACHMENT OF CRC TO STUD D S TI TYPICALLY.PROVIDE :E BRACING BASED ON WALL STUD BRACING TABLE BELOW FOR NON-LOAD BEARING EXTERIOR STUDS 4`t FL W/O SHEATHING FULL HT BOTH FACES. (NOT SHOWN HERE)USE ONE OF THE F, O METHODS A,B OR C ABOVE WALL STUDS U FINISHED SURFACE PER TABLE 6"MAX,FOR STUDS NOTE: SHADED STANDARD PUNCHOUT 1/8 1/8 GREATER THAN 6"USE STRAP NOT REQ'D PER TABLE C OPTS 2&3 ONLY ®STUD FLANGE AT 2'-0"O.C. O O W/SHEATHING �o � 51e18 w9$Ww #10 SCREWS-1/2" 2"x2"xSTUD WEB LESS 1/2" �SSIGISTV,-NAL 6l PAN HEAD(4)TOTAL SAME GAUGE AS STUD STANDARD PUNCHOUT PER TABLE AT 2'-0"O.C. PER TABLE PER TABLE aslela 2621-o1-2I 2"x2"xSTUD WEB LESS 1/2" 1-1/2"CRC-COLD PER TABLE WHERE HORIZ STRAP IS SAME GAUGE AS STUD ROLLED CHANNEL SPACE 11 USED IN L R IEU OF PREPARED FOR: PER TABLE VERTICALLY SHEATHING,HORIZ BRACING 1-1/2"CRC-COLD IS TYP SPACED 0 48"O.C. ROLLED CHANNEL SPACE STANDARD PUNCHOUT VERT PLACE ON SIDE W/O PER TABLE VERTICALLY AT 2'-0' O.C. 1-1/2"CRC-COLD SHEATHING ROLLED CHANNEL SPACE PER TABLE VERTICALLY 1-1/2"x 20 GA CONT W/ -NOTE THAT CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN #10 SCREW TO EA STUD& #10 S@ O.C.TO BLKG SCREW ATTACHED WELD ATTACHED OPTION C3�COMBINATION BRIDGING CHANNEL BRIDGING CHANNEL WELD ATTACHED OPTION(1)CRC OPTION n FLAT STRAP & BLKG (SHEATHING(1)SIDE&FLAT STRAP(1)SIDE) A WZ ANGLE B W ANGLE C BRIDGING CHANNEL WALL STUD BRACING TABLE NOTE: SEE DETAIL 13/SD4.0 FOR STUD SPAN BRACING SPACING SIMPSON SUBH BRIDGING CLIP OPTION UP TO 10'-0" ONE ROW®MID-SPAN O 3 STANDARD STUD BRIDGING STUD&JOIST BRACING GREATER THAN 10'-0" TWO ROWS®THIRD POINTS A A NOTES FOR ANCHORS IN STEEL NOTES FOR ANCHORS IN CONCRETE A 1. FULL DIAMETER OF SHANK MUST BE DRIVEN TO Hnom OR POINT PENETRATION OF 1. MINIMUM FASTENER SPACING: 5.1"O.C.; MINIMUM EDGE DISTANCE 3". STRUCTURAL STEEL MEMBER(WHICHEVER IS DEEPER). 60O S 1 62-54 O Z 2.MINIMUM FASTENER SPACING 1.0"O.C.; MINIMUM EDGE DISTANCE: 0.5". M WO2.VALUES MAY NOT BE INCREASED FOR WIND OR SEISMIC LOADS. 0 3.LISTED VALUES PER SIMPSON ICC ESR-2138. THICKNESS (MILS) FLANGE zj 3. VALUES MAY NOT BE INCREASED FOR WIND OR SEISMIC LOADS WIDTH 4.FASTENERS CANNOT BE DRIVEN UNTIL CONCRETE HAS REACHED THE FLANGE WIDTH 4.NOTED SHEAR VALUES BASED ON SIMPSON STRONG-TIE ICC ESR-2138. ALL DESIGNATED ULTIMATE COMPRESSIVE STRENGTH. SECTION STYLE C9WEB LV w SOTHER TEEL SHEAR VALUES BASED ON ALLOWABLE BEARING CAPACITY OF THE GAUGE WEB DEPTH N MIN.EDGE DISTANCE 3.5"U.N.O. W U 5.NOTED PULLOUT VALUES BASED ON PULL-OVER OF THE GAUGE STEEL. ALL 'CI OTHER PULLOUT VALUES BASED ON SIMPSON STRONG-TIE ICC ESR-2138. MIN FASTENER SPACING 5"� fCy O 6. THE CONTRACTOR SHALL CHECK THE STEEL MATERIAL BEING ATTACHED TO IS A36 SECTION IDENTIFICATION - EXAMPLES QI STEEL,CONTACT LT GA ENGINEER FOR ALTERNATE IF A572 STEEL IS USED. o ° �H EXAMPLE SEORION MEMBER STYLE FLANGE MATERIAL STIFFENER LL C rT, MIN.EDGE DISTANCE 0.50' .. - E-I 60OS162-43 600=6" S=STUD 162=1-5/8" -43=18 GA MIN FASTENER SPACING 1.0" * ° o 60OT125-33 600=6" T=TRACK 125=1-1/4" -33=20 GA MIN.SLAB THICKNESS 3x 40OS162-54 400=4" S=STUD 162=1-5/8" -54=16 GA �k FASTENER EMBEDMENT 40OT125-43 400=4" T=TRACK 125=1-1/4" -43=18 GA REVISIONS TO THIS SHEET: CONCRETE STRENGTH SHALL BE BETWEEN *four part identification code per SSMA 3000 PSI MIN.TO 6000 PSI MAX(VERIFY) STEEL THICKNESS SHALL AN CH GR TO STONE AGGREGATE CONCRETE GRETE STUD DEPTH STYLE FLANGE WIDTH MATERIAL THICKNESS (1 mil=1/1000 in.) STUD LIP LENGTHS BE 3/16"MIN(VERIFY) (LIGHT WEIGHT CONCRETE 250=2.500'.=2-1/2" S=STUD 125=1.250"=1-1/4" 33=33 mils-0,033"=20 GA S125=0.188" ANCHOR TO STEEL 350=3.500"=3-1/2" T=TRACK 37=1.375"=1-3/8" 43=43 mils-0.043"=18 GA S137=0.375" 362=3.625"=3-5/8" U=CHANNEL 150=1.500"=1-1/2" 54=54 mils-0.054"=16 GA S162 0.500" 400=4.000"=4" F=FURRING 162=1.625"=1-5/8" 68=68 mils-0.068"=14 GA S200=0.625" GENERAL NOTES 550 5.500"=5-1/2" 200 2.000" 2" 97 97 mils 0.097" 12 GA 5250=0.625" 600=6.000"=6" 250=2,500"=2-1/2" 1.ALL EXPLOSIVE FASTENERS SHALL BE PLACED PER REQUIREMENTS 4.THE CONTRACTOR SHALL LOAD TEST EACH ANCHOR CONDITION TO VERIFY 800=8.000"=8" OF THE SIMPSON STRONG-TIE ICC ESR-2138 OR APPROVED EQUAL. MINIMUM CAPACITIES INDICATED BELOW: 2.UNLESS NOTED OTHERWISE ALL SIMPSON FASTENER TYPES SHALL 5.SEE TABLE BELOW FOR REQUIRED SHEAR AND PULLOUT VALUES(FOR OTHER Thickness - Steel Components' BE AS INDICATED BELOW. CONCRETE STRENGTHS,PINS SHALL HAVE SIMILAR CAPACITY AS PIN FOR Minimum flange width 5000 PSI CONCRETE.) Thickness Maximum Design Yield Stress' 3.USE MINIMUM EDGE AND SPACING REQUIREMENTS AS SHOWN. (mils)' Gauge Thickness(in) (ksi) � - stiffener track depth 6.PINS USED FOR NON-STRUCTURAL APPLICATIONS NTH PULL-OUT VALUES lip length LIMITED PER ASCE 7-10(SECTION 13.4.5)AS NOTED BELOW 18 25 0.0188 33 af (inside) 27 22 0.0283 33 DESIGNED BY :GDS/COK FASTENER TO CONCRETE 33 20 0.0346 3343 18 0.0451 33 LJ flange width DRAWN BY :COK FASTENER SHANK SHANK MINIMUM LOAD CONCRETE STRNGTH (f'c) 54 16 0.0566 50 ISSUE DATE :2021-01-21 TYPE TYPE DIAMETER PENETRATION TYPE 3000 4000 6000 68 14 0.0713 50 STUD TRACK LATEST REV. PDPA-XX(X) SMOOTH 0.157" 1" SHEAR 240 310 350 97 12 s..1017 50 PROJECT# :20.086 TENSION 240 310 160 1)Uncoated Steel Thickness. NOTE: PER ASCE 7-10(SECTION 13.4.5)PINS LIMITED TO 90 LBS MAX TENSION FOR SHEET TITLE SEISMIC LOADING APPLICATIONS IN CONCRETE(OR THE LESSER CAPACITY LISTED ABOVE) 2)Minimum Thickness represents 95%of the design thickness and is the minimum acceptable uncoated GENERAL thickness delivered to the job site based on Section B7 of the 2016 AISI Code. FASTENER TO STEEL 3)Gauge material shall be formed from galvanized ASTM A653/A653M(SO Quality), Grade 33 SteeL for 18, DETAILS 27,33,and 43 mil(25,22,20,and 18 GA)thicknesses; and Grade 50 Class I Steel for 54,68,and 97 FASTENER SHANK SHANK MINIMUM LOAD STEEL PLATE THICKNESS mil (16, 14,and 12 GA)thicknesses; and conform to the latest revision of ASTM A924/A924M. TYPE TYPE DIAMETER PENETRATION TYPE 3/16 1/4 3/8 1/2 3/4 PAPA-XX(X) SMOOTH 0.157" 1" SHEAR 410 365 385 385 325 4)All designations are per SSMA OR BRA. TENSION 260 370 1 380 1 530 1 195 NOTE: PER ASCE 7-10(SECTION 13.4.5)PINS LIMITED TO 250 LIES MAX TENSION FOR SUBMITTAL SET ONLY SEISMIC LOADING APPLICATIONS IN STEEL(OR THE LESSER CAPACITY LISTED ABOVE) NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS URI PENDING LOCAL JSDICTIONAL REVIEW.POWER DRIVEN FASTENERS SSMA/SFIA STUD DESIGNATION SDIO 1 FOUNDATION NOTES FRAMING NOTES 1. CONTRACTOR SHALL NOTIFY BOTH THE ENGINEER AND ARCHITECT/OWNER FOR CLARIFICATION PRIOR TO CONSTRUCTION IF 1. FLOOR/CEILING JOISTS AND STUDS TO ALIGN PER DETAIL 4/SD4.0,BRIDGING AND BLOCKING OF JOISTS TO BE PER DETAIL JOISTS STOP&START(NOT �� DHFD DISCREPANCY EXISTS BETWEEN STRUCTURAL AND ARCHITECT/OWNER'S PLANS. 2/SD4.0 AS REQUIRED. CONTINUOUS) i 2. PROVIDE FOOTING SUBSTRATE PREPARATION AND BACKFILL REQUIREMENTS PER THE STRUCTURAL NOTES. 2. TYPICAL WOOD SHEATHING DIAPHRAGM LAYOUT AT BOTH LEVELS(NEW UPPER LEVEL FLOOR AND CEILING)PER DETAIL HANGER 0 FLUSH Structural Building Consultants 5/SD4.0. FRAMED BEAM,GIRDER 3. BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 12"BELOW GRADE UNLESS NOTED OTHERWISE.SEE DETAIL TRUSS,OR LEDGER 32008 32ud Ave S,#E1 19/SD4.0 FOR NEW FOOTINGS, 3. TYPICAL FASTENER ATTACHMENTS OF SHEATHING TO METAL STUDS AND ALLOWABLE STUD PENETRATIONS PER DETAILS Federal way,NVA 98001 4. � 8/SD4.0 AND 10/SD4.0 RESPECTIVELY.INDICATES UNITS SHEAR WALLS ABOVE.SEE SHEAR WALL TABLE FOR ANCHOR BOLT AND SILL TRACK REQUIREMENTS. (253)220-0848 4. TYPICAL FOUNDATION TRACK ATTACHMENTS AND TOP TRACK SPLICES(WHERE OCCURS)PER DETAILS 6/SD4.0 AND JOIST 5. SEE GENERAL STRUCTURAL NOTES ON SD1.0 FOR ADDITIONAL INFORMATION. 17/SD4.0 RESPECTIVELY.ALL TRACKS TO BE ATTACHED TO EACH STUD FLANGE WITH(1)#10 SCREW(MIN). (CONTINUOUS) OVER BEARING p STI 5. AT CORNER WALL CONDITIONS,PROVIDE BUILT UP STUD ASSEMBLY AND TOP TRACK SPLICE PER DETAIL 14/SD4.0. WALL/HEADER UP¢� ELO E 0 WALLS DRAWN WITH SOLID DARK LINES REPRESENT ASSUMED(E)FRAMING AND FINISH SYSTEMS, n WALLS DRAWN WITH GRAY LINES REPRESENT NEW INTERIOR WALL FRAMING AS NOTED 7. ALL FRAMING INCLUDED IN THIS SUBMITTAL IS INTERIOR AND IS NOT EXPECTED TO SUPPORT EXTERIOR WIND OR SNOW iy LOADING. �O 51618 INDICATES 'S G W� � 8. CEILING FRAMING ABOVE MEZZANINE LEVEL ASSUMES NO LIVE LOAD OR STORAGE LOADING. CANTILEVER SIONAL EE1yG PROVIDE POSITIVE 9. UPPER FLOOR CEILING JOISTS PER PLANS(WITH NO SHEATHING AT TOP,ONE LAYER 5/8"GYP AT BOTTOM). CONNECTION®ALL BEAM 451618 2021-01-21 TO PERPENDICULAR WALL 10. FLOOR JOISTS PER PLANS(WITH ONE LAYER 3/4"(MINIMUM)PLYWOOD SHEATHING AT TOP ATTACHED PER DETAIL CONNECTIONS-SIMPSON 5/SD4.0,NO GYP SHEATHING AT BOTTOM). A35 OR L5 CLIP U.N.O. PREPARED FOR: 11. NEW WALLS PER PLAN(WITH ONE LAYER 5/8"GYP EACH SIDE(ONE LAYER AT OUTER FACE FOR NEW WALLS FRAMED BEARING SYMBOL KEY ADJACENT TO EXISTING FINISHED WALLS AT LOWER FLOOR),INSTALL ONE LAYER WOOD SHEATHING(UNDER GYP)PER SHEAR WALL TABLES WHERE REQUIRED). TWO OPENING FTAO SHEAR WALL PER 1 S TOP 2 1 AND BOTTOM OFDETAIL F OPENING,STRAP WITH SIMPSON 2 1 2 CS20 STRAPS(LENGTH=12"SEGMENTS OR CONTINUOUS AS NOTED IN 15/SD4.0, (8)#10 SCREWS AT OPENING JAMBS) NEW FIRST FLOOR WALLS 2'-0"MIN,NOTIFY 2'-0-MIN,NOTIFY INSTALLED PER MANUFACTURER ALONG GRID (Z TO BE 16-2 1/4 40OS162-43®16"O.C. IF OTHERWISE 5'-11" f' l"� 5'-11" 3'-6' IF OTHERWISE - OPENING PER C/SD3.1 11'-8 1/4" C� 2'-6 1/2" ® l A - - A Q 4 �4_' 4 4 4 6005125-33 I�-I EXISTING JOISTS FROM (OPENING I I r OPENING PER B/SD3.1 ®16"F.C. 6 0051 2 5-33(E)FOOTING ASSUMED AT THIS LOCATION, PREVIOUS T.I.PROJECT, PER B/SD3.1 12005200-54 ®i6"O.C.VERIFY SIZE AND NOTIFY DHP ENGINEERING NO MODIFICATION /''� BEFORE FRAMING THIS AREA.DO NOT SAW-CUT I I I®16"O.C. A ANY DOSTING FOOTING AT SLAB PERIMETER. � A A � A A i rT, I + SD2.1 SD2.1 z 0 z (2)120OS200-54 JOISTS _ _ _ _ _ _ x O BACK TO BACK BENEATH z BEARING/SHEAR WALL ABOVE 8 d vl W6 _T I I I W6 SINGLE OPENING FTAO SHEAR WALL PER OPENING PER A/SD3.0 SD4.1 N w FLUSH FRAMED HEADER: I I DETAIL 15/SD4.0,STRAP ACROSS TOP i N U (2)120OS200-97 W/ C AND BOTTOM OF OPENING WITH SIMPSON W (2)120OT200-97 0`L API I If OS20 STRAPS(LENGTH=12"SEGMENTS \ / 2'-0"x2'-0"x 12" pppSEFO I OR CONTINUOUS AT NOTED I JAMBSD4.0, SQUARE FOOTING WITH �y �Q. I I ()# ) ��II IOy (3)#4 BAR EACH WAY - JKaO INSTALLED PER MANUFACTURER PER DETAIL 19/SD4.0 12005200-54 60OS125-33 n Lw TYP FIRST FLOOR WALLS OPENING PER B/SD3.1 ®i6"O.C. ®i6"O.C. ALONG GRID 1Q TO BE ~/ 60OS162-54®16"O.C. SD2.2 _ SD2.2 SD2.2 REVISIONS TO THIS SHEET: W6 _ I I I W6 LOWER V WALL STUDS W6 TYP FIRST FLOOR WALLS - CANTILEVERED PAST FLOOR i n ALONG GRID Q2 TO BE SYSTEM TO FORM HALF 40OS162-68®16"O.C. HEIGHT WALL,SEE DETAIL \ 18 W6 W6 I 2/SD2.1 FOR FURTHER SD4.1 INFORMATION (2)120CS200-54 JOISTS BACK TO BACK BENEATH UPPER FLOOR SHEARWALL BEARING/SHEAR WALL ABOVE - STUDS TO BE 40OS125-33 1 _ ®16"O.C. OPENING PER D/SD3.1 I I OPENING PER A/SD3.1 6005125-33 0l TYP UPPER STORY WALLS ®16"O.C. (2)120CS200-54 JOISTS FRAMED WITH 40OS125-30® - - - - - - BACK TO BACK BENEATH 16"O.C. AT NON SHEARWALLS SINGLE OPENING FTAO SHEAR WALL PER BEARING/SHEAR WALL ABOVE 18 D4 DETAIL 15/SD4.0,STRAP ACROSS TOP SD4.1 W6 W6 AND BOTTOM OF OPENING WITH SIMPSON W6 I I W6 ON STRAPS(LENGTH=12"SEGMENTS I OR CONTINUOUS AS NOTED IN 15/SD4.0, SINGLE OPENING FTAO SHEAR WALL PER \ / 1 (8)#10 SCREWS AT OPENING JAMBS) ( DETAIL 15/SD4.0,STRAP ACROSS TOP INSTALLED PER MANUFACTURER ` I AND BOTTOM OF OPENING WITH SIMPSON OPENING PER A/SD3.0 DESIGNED BY :GDS/COK CS20 STRAPS(LENGTH=12"SEGMENTS 120DS200-54 OR CONTINUOUS AS NOTED IN 15/SD4.0, DRAWN BY :COK "I I I I I®16"O.C. 1 (8)#10 SCREWS MAN OPENING JAMBS) - - ISSUE DATE :2021-01-21 DASHED LINES INDICATE JOIST BLOCKING/BRIDGING,4'-0" 1 600S125-33 -i LATEST REV. O.C.sPAcwc rYP - - - - - - ®1s"D.C.- PROJECT# :20.086 OPENING PER B/SD3.1 B OPENING PER B/sD3.1 B B SHEET TITLE v SD22 v I I W6 SD22 SD22 FRAMING AND W6 W6 W6 OPENING PER C/SD3.0 FOUNDATION B B - 6 D PLANS DASHED LINES INDICATE JOIST NEW FIRST FLOOR WALLS 16'-2 1/4" BLOCKING/BRIDGEING,4'-0" ALONG GRID B TO BE OPENING PER B/SD3.0 O.C.SPACING TYP 40OS162-43®16"O.C. SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL FOUNDATION PLAN NEW UPPER FLOOR FRAMING PLAN CEILING FRAMING PLAN REVIEW (OVER FIRST FLOOR WALLS) SCALE: 1/4"=l'-Q" (OVER NEW UPPER FLOOR WALLS) SCALE: 1/4"=r'-o" SD2 . 0 11111DHPi Structural Building Consultants 32008 32vd Ave S,#B Fed--Way,WA 98001 (253)220-0848 4� D sTIEL VP Or �O 51618 W� SIGNAL EEYyCj�� — � o M51618 2021-01-21 _ o o EXISTING PEMB STRUCTURE PREPARED FOR: SIM XXXT125-43 TOP AND BOTTOM ALIGN WALL STUDS 3 TRACKS,DEPTH TO MATCH OVER FLOOR JOISTS CEILING JOISTS PER PLANS SD2.1 STUD THICKNESS. NEW FLOOR JOISTS PER #10 SCREWS FROM TRACK PLANS,ALIGN OVER THROUGH SHEATHING AND WALL STUDS BELOW RIM PER SHEAR WALL TABLE(6"O.C.MAX AT NON SHEAR WALLS) #10 SCREWS 0 FROM TRACK TO STUDS PER L EACH JOIST TYP PLANS A i #10 SCREWS FROM TRACK Q, THROUGH RIM PER SHEAR WALL TABLE(6' O.C.MAX W EXISTING OFFICE SPACE CEILING AT NON SHEAR WALLS z 0 Z FRAMING,NO MODIFICATIONS Q z � � TYP PLATFORM FRAMED N w FLOOR JOISTS PER PLANS 3 JOISTS AND STUDS W U SCALE:1'=1'-0• 3 60DT125-43 CONTINUOUS TOP 0 SD2.1 1 TRACK,ATTACH WITH(1)#10 0 SD2.1 SCREW THROUGH EACH FLANGE TO STUDS F W Q L1.5"x1.5"x 33 MIL x CONTINUOUS r� WITH(1)#10 SCREW EACH LEG TO EACH STUD AND JOIST TOP AND BOTTOM AS SHOWN 8"MIN v REVISIONS TO THIS SHEET: ATTACH FLOOR JOISTS AND STUDS WEB TO WEB WITH HEADER PER PLANS NEW FLOOR JOISTS (4)#10 SCREWS AS SHOWN.NEW 4"WALL FRAMED AGAINST EXISTING PER PLANS STUDS CANTILEVER PASTFLOOR SYSTEM TO FORM FINISHED WALL,STUDS TO FRAME7 HALF HEIGHT WALL ABOVE THROUGH EXISTING CEILING TO PROVIDE EXISTING PERPENDICULAR FRAMING PER PREVIOUS TI WHERE OCCURS. BEARING FOR NEW UPPER FLOOR JOISTS (SHEATHING TO BE FULL HEIGHT). 3 1/2"MIN EXISTING CEILING FRAMING,NO MODIFICATION TO OCCUR EXISTING OFFICE SPACE CEILING 6"STUDS FRAMING,NO MODIFICATIONS PER PLANS EXISnNG SLAB JOIST TO STUD CONNECTION 2 AT HALF HEIGHT WALLS SCALE:,'=,'-O" DESIGNED BY :GDS/COK NEW UPPER FLOOR WALL DRAWN BY :COK FRAMING PER PLANS ISSUE DATE :2021-01-21 SIMPSON SJC8.25 ANGLE WITH(6) LATEST REV. , #10 SCREWS TO BOTH HEADER AND JOISTS(ENSURE FASTENERS PRGJECT# :20.086 SECTION AT FLUSH FRAMED BEAM ARE SYMMETRICAL ABOUT HE ACENTER OF THE CLIP AS SHOWN) TRACK TO BEAM PER PLAN SHEET TITLE : SCALE: 1/2"-1' O" NEW FLOOR JOISTS BUILDING PER PLANS HEADER PER PLANS SECTIONS EXISTING FRAMING FROM PRIOR TI PROJECT,NO MODIFICATIONS SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUIH CT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. EXISTING OFFICE SPACE CEILING FRAMING,NO MODIFICATIONS SD2 . 1 JOIST SUPPORT AT FLUSH FRAMED HEADER SCALE ,•=,•-o• 11111DHPi Structural Building Consultants 32008 32vd Ave S,#B Fed—I Way,WA 98001 (253)220-0848 4� D STIEL UP Or o o o _ o O �O 51618 W� �OISTERw G1$ SIONAL E$ o o 451618 2021-01-21 0 0 PREPARED FOR: o � EXISTING HEMP STRUCTURE o o EXISTING STRUCTURE SIM � = SIM 3 3 CEILING JOISTS PER PLANS SD2.1 CEILING JOISTS PER PLANS SD2.1 z � oZ H � A �5- d A CANTILEVER NEW LOWER z O O rWALLS 44"PAST FLOOR M TO FRAME SHORT WALL W [� N FLOOR JOISTS PER PLANS W I 3 FLOOR JOISTS PER PLANS 3 O SD21 3 SD21 2 SD2.1 SD2.1 E-I a a I i REVISIONS TO THIS SHEET: NEW 4"WALL FRAMED AGAINST EXISTING NEW 6"WALL FRAMED AGAINST EXISTING NEW 4"WALL FRAMED AGAINST EXISTING EXISTING CEILING FRAMING, FINISHED WALL,STUDS TO FRAME EXISTING CEILING FRAMING,NO MODIFICATION TO OCCUR FINISHED WALL FINISHED WALL,STUDS TO FRAME NO MODIFICATION TO OCCUR THROUGH EXISTING CEILING TO PROVIDE THROUGH EXISTING CEILING TO PROVIDE BEARING FOR NEW UPPER FLOOR JOISTS BEARING FOR NEW UPPER FLOOR JOISTS (SHEATHING TO BE FULL HEIGHT). (SHEATHING TO BE FULL HEIGHT). cow cow NEW 6"WALL FRAMED AGAINST EXISTING FINISHED WALL,STUDS CANTILEVER PAST NEW UPPER FLOOR TO CREATE HALF HEIGHT m m WALL WHERE OCCURS EXISTING SLAB EXISTING SLAB DESIGNED BY :GDS/COK DRAWN BY :COK ISSUE DATE :2021-01-21 LATEST REV. PROJECT# :20.086 SECTION AT LOADING DOOR SECTION AT HALF HEIGHT WALL SHEET TITLE BUILDING B SCALE: 1/2"-1' 0" A SCALE: 1/2"-1' 0" SECTIONS SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDING LOCAL JURISDICTIONAL REVIEW. SD2 .2 600T125-43 RIM TRACK TO BE 600T125-43 RIM TRACK TO BE CONTINUOUS ING,NO CONTINUOUS ING,NO OBREAKS PENING LMT INC 3oSEITHERNSIDE OF 106 LBS 54 LBS OBREAKS PENING WIT INC 3oSEITHERNSIDE OF JAMB PER PLAN �1111DHP iring Structural Building Consultants 32008 32vd Ave S,#B CRIPPLE STUDS LOCATE WELD OR SCREW FASTENERS Federnl Way,WA 98001 4IN WALLS: 400S125-30® @ JAMB WITHIN 6" (253)220-0848 CRIPPLE STUDS i6"O.C. OF HEAD TYP 4IN WALLS: 4005125-30 @ !x CUT FLANGE®STUD D STIFL I, OVER SECTION XTEND JAMB WEB F' O HEAD PER PLAN (> - HEADER ATTACH(W/3)-#8 (TYPE A): SCREWS EA SIDE(6 HEADER (2)400T125-33 W/ SCREWS TOTAL) (TYPE A: (2)40OS125-33 C (2)4COT1)25-33 W/ - 7 Off, 5161a E9 (2)40OS125-33 L2-1/2X2-1/2X54milx(STUD �SSIONSTEE�Gv WIDTH-1")W/(3)-#8 SCREWS x AL i THIRD EA LEG TO SILL&JAMB TYP x 4s1618 2021-01-21 - JAMBS - JAMBS (1)4005125-43 (1)4005125-43 SECTION ELEVATION 1/8"MAX PREPARED FOR: 1 H BOX HEAD AT JAMB i SCALE.1-1/2`=V-0- -I O O Q O O JAMB PER PLAN JAMB PER PLAN - � CPS FRAMING PER � j PLANS,JOISTS MAY j (2)0.1570 SIMPSON PUPA PINS WITH(I"EMBED CLIP TO SLAB, BE PERPENDICULAR L2x2x54 MILx(STUD WIDTH- 1/2") L2x2x54 MILx(STUD WIDTH-1/2") USE 1 PIN CENTERED IN CLIP OR PARALLEL W/(2)#8 SCREWS TO EA STUD W/(2)#8 SCREWS TO EA STUD AT 4(WALL CONDITION. O �J CS FRAMING PER I—I PLANS,JOISTS MAY .� • BE PERPENDICULAR 38 LBS 31 LBS OR PARALLEL -X- I`�•411 ELEVATION SECTION O 0 8'-3"(MAX) 3'-3"(MAX) z �J w © 8'-0"x8'-O" LOADING DOOR OA 3'-0"x7'-0" TYP UPPER FLOOR DOOR NN U 7 JAMB CLIP TO SLAB W SCALE:1-1/2-=1'-0' 6DOT125-43 RIM TRACK TO BE WINDOW&DOOR OPENING FRAMING NOTES 0 CONTINUOUS ACROSS OPENING,NO 75 LBS BREAKS WITHIN 3"EITHER SIDE OF L, OPENING 1. REFERENCE DETAIL 5/SD3.0 FOR WALL OPENING JAMB/HEAD/SILL ASSEMBLIES. TYPICAL JAMB/HEAD/SILL TREATMENT SHALL BE PER THE ARCHITECT.ALL ~/ ROUGH OPENING SIZES SHALL BE PER THE CONTRACTOR. CRIPPLE STUDS 2. TYPICAL WINDOW PLACEMENT SHALL BE PER THE CONTRACTOR. REFER TO 4IN WALLS: THE TYPI 16"OCAL WALL SECTIONS FOR TYPICAL FRAMING RELATIVE TO FLOOR LINES. REVISIONS TO THIS SHEET: 4005125-.C. 30® SEE THE ARCHITECT FOR ALL OPENING DIMENSIONS. RACK PER 3. INDICATES JAMB/HEAD/SILL®PERIMETER OF OPENING OPENING ELEV SEE DETAIL 5/SD3.0 FOR JAMB/HEAD/SILL TYPES CRIPPLE STUD HEADER PER PLAN TYPE A 4. ALL DIMS ARE PER THE CONTRACTOR.ALL DIMS SHOWN IN ENGLISH UNITS ARE ( ) STUDS PER #8 SCREWS 2 40OT125-33 W ROUNDED TO THE NEAREST INCH. VERIFY ALL CONDITIONS W/CONTRACTOR. () / ANY VARIATIONS t3"PERMITTED W NO CHANGES. OPENING THIRD EA (2)4005125-33 / #8 SCREWS O ELEV STUD FLANGE 5. BUILT-UP HEADS,SILLS&JAMBS ARE TO BE ATTACHED TOGETHER WITH i6"O.C.(TYP) 1 7� SCREWS OR WELDS WITHIN 6"OF EA END AND AT SPACING INDICATED IN ��TRACK PER OPENING DETAILS. BUILT-UP JAMBS MUST ALSO HAVE WELDS OR SCREW FASTENERS ELEV.(INSTALL HEAVIER JAMBS WITHIN 6"OF HEAD&SILL CONNECTIONS. GA TRACK O BOT.TYP) (1)4005125-43 6. TYPICAL HEAD TO JAMB PER DETAIL 8/SD3.0.TYPICAL SILL TO JAMB PER SILL TYPE 5" DETAIL 9/SD3.0.TYPICAL JAMB TO SLAB/FLOOR PER DETAIL 7/SD3.0. HEAD TYPE 51, � 1 I a _ DESIGNED BY :GDS/COK BOTH DRAWN BY :COK 400Tlzs-33 1/8 1"®24"O.C. FACES ISSUE DATE :2021-01-21 LATEST REV. JAMB STUDS PROJECT# :20.086 OPENING a CRIPPLE STUDS w 4IN WALLS: SILL PER PLAN WINDOW (z)#8 SCREWS SHEET TITLE 4005125-30® OPENING THIS ORION 16"O.C. ONLY AT 54 °16 O.C. OPENING o} MIL OR THICKER ELEVATIONS JAMB TYPE JAMB TYPE OPT JAMB TYPE w CFS FRAMING PER (SINGLE STUD) (DOUBLE STUD) PLANS,JOISTS MAY n 71 LBS BE PERPENDICULAR 12-1/2x2-1/2x54m1Ix(STUD OR PARALLEL WIDTH-1")W/(3)-#8 SCREWS THRU EA LEG TO SUBMITTAL SET ONLY SILL&JAMB rYP NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO REVISIONS PENDINGURI LOCAL JURISDICTIONAL AL 5'-3"(MAX) SD300 4'—O"x5'—O" TYP UPPER FLOOR WINDOWSILL TO JAMB SCALE:,_,/2.1.0. 5 WALL OPENING HEAD/SILL/JAMB sCALE ,'=,-o• 120OT200-54 RIM TRACK TO BE 11111DHR CONTINUOUS ACROSS OPENING,NO BREAKS gineering CONTINUOUS RIM TRACK ACROSS WITHIN 3"EITHER SIDE OF OPENING OPENING SHOWN SHORT OF FLUSH Structural Building Consultants FRAMED BEAM FOR CLARITY 40OS162-43(MIN)STIFFENER 32008 32vd Ave FLUSH FRAMED WITH(6)#10 SCREWS TO Fed—1 Way,WA 98001 BEAM PER PLANS TRACK OVER EACH JAMB (253)220-0848 77 LEE D STIEL CRIPPLE STUDS UP OI 41N WALLS: 40DS125-43 16"O.C. 51618 (4)#10(MIN)SCREWS 4AWALLS(TYPE A): �S GIs STER�C3Z�V FROM TOP TRACK TO WALL TOP TRACK PER PLANS, .� (2)40OT125-33 W/ SIGNAL E� FLUSH FRAMED BEAM BOXED HEADER () g51618 262,-61-21 TRACK SPLICE PER DETAIL o 2 4005125-33 17/SD4.0 WHERE OCCURS PER PLANS F 61N WALLS(TYPE A): SHADED AREA INDICATES o (2)6OOT125-43 W/ PREPARED FOR: Y,�INDIVIDUAL STUD STIFFENERS (2)400S125-33 AT EACH WEB.UNLESS CRIPPLE STUDS BENEATH BOXED HEADER TO OTHERWISE NOTED,STIFFENERS - SILL FLUSH FRAMED BEAM JAMB PER PLANS SHALL 40OS125-43 TYP. x `i I (1)400T125-33 OR PER OPENING ELEVATIONS - (1)600T125-33 0 _ a BEARING AND FULL HEIGHT „ JAMBS STUDS PER OPENING PLANS (1)400Si62-68 OR BOXED HEADER PER AND OPENING ELEVATIONS _ (1)600Si62-54 OPENING ELEVATIONS DOUBLE STIFFENERS a CRIPPLE STUDS o' 41N WALLS: #10 SCREWS THROUGH SHEATHING o 40OS125-43®TO EACH BEARING AND FULL HEIGHT 16"O.C. ��•j/ PROVIDE(2)INTERIOR STIFFENERS, STUD®12"O.C.MAX U.N.O. 0 (1)EACH SIDE AT ISOLATED _" (E)CONCRETE SLAB,6" E. LOCATIONS OF CONCENTRATED THICKNESS ASSUMED ICI LOAD(AT FLUSH FRAMED BEAM) A 67 LBS A OE FLUSH FRAMED BEAM OVER BOXED HEAD TO JAMB a k 6'-3"(MAX) zO '/-, -10 0 z7 © 6'-0"x3'-8" TYP LOWER FLOOR WINDOW N W U FLUSH FRAMED BEAM PER 120OT200-54 RIM TRACK TO BE 120OT200-54 RIM TRACK TO BE CFS FRAMING PER PLANS,JOISTS PLANS,PROVIDE(2)4005162-68 CONTINUOUS ACROSS OPENING,NO BREAKS CONTINUOUS ACROSS OPENING,NO BREAKS ATTACHED WEB TO WEB WITH STUD E CRIPPLE STUDS CENTERED UNDER WITHIN 3"EITHER SIDE OF OPENING WITHIN 3"EITHER SIDE OF OPENING TO FORM HALF HEIGHT WALL BEAM AS SHOWN FOR SUPPORT ABOVE PER DETAIL 2/SD2.1 400S1 62-43(MIN)STIFFENER 4005162-43(MIN)STIFFENER WITH(6)#10 SCREWS TO WITH(6)#10 SCREWS TO TRACK OVER EACH JAMB TRACK OVER EACH JAMB REVISIONS TO T14IS SHEET: 77 LBS 75 LDS 202 LBS CRIPPLE STUDS CRIPPLE STUDS 41N WALLS: 1 41N WALLS: 4005162-43® 40oS125-43 i6"O.C. i6"O.C. HEADER HEADER HEADER (TYPE A): o (TYPE A): (2)60OS162-54 W/ (2)400T125-43 W/ 41N WALLS(TYPE A): (2)60OT125-43 (2)600S162-54 (2)400T125-33 W/ (2)40OS125-33 0 JAMBS GIN WALLS(TYPE A): JAMBS " (1)40OS162-68 FULL HEIGHT W/ `}-` (2)4005125-33 W/ 4 > (1)4005162-68 BEARING STUD > (1)60OS162-54 DESIGNED BY :GDS/COK 11 sI L DRAWN BY :COK 400T125-33 _ JAMBs ISSUE DATE :2021-01-21 )aoosts2-sa oR LATEST REV. soos,s2-sa PROJECT# :20.086 0 q CRIPPLE S SHEET TITLE - - < 41N WALLS:: ' 46DDS,62-43® OPENING O.C. (E)CONCRETE SLAB,6" THICKNESS ASSUMED THIICKNESSE ASSUMED 6 ELEVATIONS (E)CONCRETE SLAB,6" THICKNESS ASSUMED 65 LBS 29 LBS 67 LBS SUBMITTAL SET ONLY NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO 3'-3"(MAX) 6'-3"(MAX) 6'-3"(MAX) REVISION REVIS PENDING LOCAL JURISDICTIONAL EW. O 3'—O"x7'—O" LOWER FLOOR DOOR WITH HALF HEIGHT WALL ABOVE OA 6'-0"x7'—O" LOWER FLOOR DOOR SD3 . 16'-0"x3'-8" LOWER FLOOR WINDOW UNDER FLUSH FRAMED BEAM TYPICALLY ALL SCREWS SHALL BE PER STRAP CRIPPLE STUD THE GENERAL STRUCTURAL NOTES SHEET �� D ' �[ FULL HT STUD PER PLAN PER PLAN 51.0 SECTION 5.2C AND SHALL BE#10 'ulll8ll OPTIONAL TO HAVE STRAP CONTINUOUS PER PLAN AS A MIN UNLESS NOTED OTHERWISE ON JOISTS PER OVER WINDOW,FASTENERS®12"O.C. THE PLANS. PLAN BETWEEN FULLY FASTENED PORTIONS �FLOOR OR WALL 3/4"PLYWOOD Engineering SHEATHING SHEATHING Structural Building Consultants JOISTS PER 32008 32ud Ave S,#B EDGE NAILING PLAN Federal way,WA 98001 PER S.W.TABLE WHERE SCREWS ARE ATTACHING FLATWISE BLOCKING FULL LENGTH OPENING TO 12 GAUGE OR 14 GAUGE II BETWEEN STUDS® (253)220-0848 OF FULL HT AS A MINIMUM(3)THREADS MATERIAL USE#12 SCREW. - -------- - STRAP LOCATION T1P, WINDOW HEADER STUDS SHALL PENETRATE THRU LAST BLOCKING THICKNESS PER PLANS TRACKS ADJACENT TO GAUGE MATERIAL JOINED PER PLAN �� D STIEL TO MATCH STUDS WINDOWS (3) (1) (1) (1) NOTES UP 0 PANCAKE HEAD HEX HEAD STEEL SHEET WALL ALL WALL SEGMENT SHEATHING(1),FLOOR ANCHOR/FASTENERS(2), 0 EXT FACE `STUD AND STRAPS(3)PER PLAN TYPICALLY SCREW NOT SHOWN BEARING STUD FASTENERS THIRD BELOW PER PLANS (1) (1) (1) FLATWISE BLOCKING REQUIRED FOR STRAP-TO-PIER CONNECTION. THINNER GAUGE TO �0 �, 51618 9 Ww (2) (2) BLOCKING MUST BE AT LEAST AS LONG AS THE STRAP LENGTH THICKER AS SHOWN. SCREW EACH STUD WEB �S�GISTERw G1$ OVER A GIVEN PIER,MINIMUM OF(1)BAY OR 16 TRACK FLANGE SIONAL E� WHERE CONTINUOUS STRAP IS DESIRED,ATTACH STRAPS IN AS A MINIMUM(3) TO STUD. SECTION ISOMETRIC M51618 2021-01-21 STRAP END FASTENER SEE DETAIL 13/SD4.1 FOR BETWEEN FULLY FASTENED SEGMENTS WITH 1 SCREW®12' 0 C THREADS SHALL SIZE AND QUANTITY () / PENETRATE THIRD PER PLANS TYP SHEATHING TYPE IN ADDITION TO USING THE SAME FASTENERS CALLED OUT ON PLANS.STAGGER P PREPARED EPAED FOR: ANCHOR AND SCREW SPACING FASTENERS IN ROWS PROVIDED ON THE STRAPS LAST GAUGE MATERIAL L JOINED TRACK 16 TWO OPENING FTAO SHEAR SHEAR WALL H TYPICAL SCREW ATTACHMENT 4 TYPICAL JOIST TO STUD ALIGNMENT SCALE:TUTS SCALE:1"=1'-0' SCALE:1'=1'-0' SEE DETAIL 1/SD2.1 FOR JOIST TO FULL HT STUD STRAP CRIPPLE STUD 3/4"T&G BEAM CONNECTION INFORMATION PER PLAN PER PLAN CONTINUOUS TT MIL x 1.5" OPTIONAL TO HAVE STR C.ZBE�WEE PER PLAN STRAP TO BOTTOM OF EXISTING FRAMING FROM FLOOR JOISTS �ICONTINUOUS OVER WIN MEMBER,FULL LENGTH OF PRIOR TI PROJECT,NO PER PLANS (1) 'FASTENERS @ 12"0 PORTI1) (1) AT FOUNDATION,FASTEN BOTTOM TRACK TO FLOOR DECKING MEMBER RUN MODIFICATIONS SLAB WITH(1)6.157"0 SIMPSON PDPA PIN ,• ,• EWS WITH "EMBEDMENT WITHIN3"OF EACH THR T10 HROUGH STRAP .X STUD.I EVERY THIRD STUD,FASTEN BOTTOM -- EDGE NAILING SOLID BLOCKING(SHOWN TO EACH MEMBER TRACK TO FOUNDATION WITH 0.5"0 DEWALT SHADED)AT END BAYS OF PER S.W.TABLE (TYP) (2)60OS162-54 BACK TO BACK FLATWISE BLOCKING FULL LENGTH OPENING SCREW-BOLT+ANCHORS WITH 2.5"EMBED RUN.INTERMEDIATE COLUMN UNDER FLUSH FRAMED BEAM BETWEEN STUDS® OF FULL HT (PDPA PINS NOT REQUIRED AT THESE BLOCKING®12'-0'O.C., PER PLANS.PROVIDE SIMPSON CS20 STRAP LOCATION TYP, STUDS WINDOW HEADER STUDS PER STUDS).SEE SHEARWALL TABLE FOR BLOCKING To BE SAME MINIMUM TOTAL LENGTH OF 12" AS BLOCKING THICKNESS PER PLANS PLANS ADDITIONAL FASTENER REQUIREMENTS. GAUGE AND SIZE AS z ( ) ADJACENT TO '��;r �, O SHOWN FROM COLUMN TO BEAM TO 60OT125-43 TOP TRACK TO MATCH STUDS WINDOWS MEMBER.SEE BRACING '\ PROVIDE POSITIVE CONNECTION, (1) (1) 43 MIL TABLE BELOW FOR REQUIRED INSTALL STRAP PER MANUFACTURER. TYPICAL STUDS NOTES BOTTOM TRACK (1)#10 SCREW NUMBER OF ROWS AND LL,, PER PLANS THROUGH TRACK T r-' HATCHING INDICATES(E)6"SLAB, (3) ALL WALL SEGMENT SHEATHING(1),FLOOR ANCHORS/FASTENERS(2), EACH STUD FLANGEE SPACING. I.y SAW CUT FOR INSTALLATION OF 1/2 A.B.W/ AND STRAPS(3)PER PLAN NEW SQUARE FOOTING. 4' MIN EMBED FLATWISE BLOCKING REQUIRED FOR STRAP-TO-PIER CONNECTION.><! BLOCKING MUST BE AT LEAST AS LONG AS THE STRAP LENGTH OVER A GIVEN PIER,MINIMUM OF(1)BAY OR 16". # # # W P-I WHERE CONTINUOUS STRAP IS DESIRED,ATTACH STRAPS IN BETWEEN 2 1/2"SCREW (1) (1) (1) FULLY FASTENED SEGMENTS WITH(1)SCREW @ 12"O/C USING THE BOLT EMBED �o M 0 SQUARE FOOTING - '',T T SAME FASTENERS CALLED OUT ON PLANS.STAGGER FASTENERS IN ST �7 W [' PER PLAN " STRAP END FASTENER SIZE ROWS PROVIDED ON THE STRAPS SECTION A-A SX'q AND QUANTITY PER PLANS TYP N L2"x2"x 54 MIL x PER FDN PLAN 12"MIN (2) (2) MEMBER DEPTH-1")W/ (3)#4 BAR ,L. ,. SEE DETAIL 13/SD4.1 FOR SHEATHING TYPE IN ADDITION TO ANCHOR PROVIDE#10 SCREW® ( N EA WAY AND SCREW SPACING SEE SHEARWALL SCHEDULE (2)#8 SCREWS EACH LEG FOR ADDITIONAL SPACING 4"O.C.THROUGH FLOOR IN w 19 NEW FOOTING IN EXISTING SLAB D15 SINGLE OPENING FTAO SHEAR WALL REQUIREMENTS woo.SHEATHING TO (� SCALE:1'=Y-O' SCALE:NTS TOP OF BLOCK AND BOTTTOMHOFTRAP BLOCKO MX-�g�R tCy NO OPENINGS OR FIELD PENETRATIONS (1)#10 SCREW ��II IOy 18 GAx3"x7"PLATE W/ ALLOWED IN BEAM WEBS WITHOUT THROUGH TRACK TO NOTES: (4)-#10 LOW PROFILE PRIOR APPROVAL FROM ENGINEER. EACH STUD FLANGE SHADED AREA INDICATES SCREWS TO EA TRACK 0TIPICAL WALL NO IF GYP CEILING IS ATTACHED DIRECTLY TO r.l TOP TRACK SPLICE R USE x x SHEATHING ALLOTORCH WED CUT HOLES SHALL BE BOTTOM FACE OF JOIST THEN STRAP& TOP TRACK SPLICE BLOCKING TYPE BRIDGING PER THIS DETAIL 43MIL(18GA)x3"x14" INTERIOR& d=STUD DEPTH MAY BE DELETED. AT CONTRACTORS EXTERIOR P.A.F.AT STUDS STUDS®16' (8)-#10 SCREW EA SIDE WITHOUT ANCHOR O.C.PER PLANS OPTION JOIST SHOULD BE BRIDGED IF JOIST OF SPLICE SINGLE STUDS® WILL CARRY EXCESSIVE CONSTRUCTION END OF WALL W/ L=PENETRATION LOADING PRIOR TO CEILING PLACEMENT. #10 SCREW®12" LENGTH SHALL NOT BE REVISIONS TO T14IS SHEET: WALL PANEL SPLICE x O.C.STUD TO LONGER THAN 4-1/2" STUD O2 CONTRACTOR MAY USE CONTINUOUS 350S162-33 LOCATION STUD(TYP) 12"MIN END n PENETRATIONS WEB a 43 MIL BOTTOM TRACK TEMPORARY BRACE IN LIEU OF STRAP&BLKG. DISTANCE 0 SIZE PLACE CEILING SHEATHING TO POINT OF BRACE PARTIAL PLAN ® Z PRIOR TO REMOVING BRACING. TOP OF WALL TRACK ADJACENT PANEL TOP OF TOP TRACK r C=MAX PENETRATION END STUDS ®CORNER INTERSECTION WIDTH SHALL BE THE WHEN SCREW ANCHOR IS PENETRATIONS n MINIMUM OF 1)d/2 6" 1-1/2" USED,SHOT PINS NOT BLOCKING/BRACING CORNER STUDS CENTER CENTER V 2)1-1/2" REQUIRED AT SAME STUD JOISTS/RAFTERS SHALL BE ATTACHED SPACING®24" CONTINUOUSLY O.C.(MIN) 43MIL(18GA)x3"x14"STRAP EQ. JOIST SPAN BRIDGING W/SAME SCREWS&SPACING (1)STUD MIN®INTERIOR C AS FOR TRACK SPLICE NON-SHEARWALLS,(2) W d/2 PARTIAL PLAN BACK-TO-BACK STUDS @ EXTERIOR UP T1 8 ONE ROW AT MID ALL WALL AND AT SHEARWALLS SHEATHING 24°0. C 8'-2' TWO ROWS AT THI SPAN RD POINTS ALL BACK-TO-BACK STUDS SHALL BE AXIAL STUDS EQ. MIN. 12'-16' THREE ROWS AT QUARTER POINTS FASTENED WEB-TO-WEB WITH(2)-#10 PLAN VIEW ALLOWABLE STUD PENETRATIONS WALL WALL (2)-#10 SCREWS®24"O.C.[TYP®ALL SCREWS®24"O.C.MAX TYPICAL FOUNDATION PANEL 1 PANEL BACK-TO-BACK STUDS]IF SHEATHING PANEL EDGE eta OCCURS AT WALL PANEL SPLICE(NOT PREFERRED) 14 TYPICAL WALL STUD CORNER DETAIL 1 O TYPICAL STUD PENETRATIONS 6 TRACK ATTACHMENT 2 STANDARD JOIST DETAILING THEN ATTACH BACK-TO-BACK STUDS AT WALL SCALE:t"=Y-O" SCALE:1'=1'-0' SCALE:1"=1'-0" SCALE:r=l'-O' PANEL TO PANEL SPLICE W/(2)-#10 SCREWS AT THE FOLLOWING DESIGNED BY :GDS/COK TOP TRACK SPLICE SPACING: METAL DRAWN BY :COK BACK-TO-BACK STUDS STUD ISSUE DATE :2021-01-21 SHEARWALLS ( ).AT W4 SHEARWALLS AND 15"O.C.AT W6 WHERE OCCURS PANEL EDGE UNSUPPORTED PANEL EDGE PANEL EDGE FRAMING JOISTS PER PLAN SHEAR BOUNDARY FASTENERS FASTENERS(STAGGER) LATEST REV. U-CHANNEL SIMPSON STRONG-TIE _____ ______ ______ ______ ____ ___ ______ PROJECT# :20.086 BRIDGING PER BRIDGING CONNECTOR B TYPICALLY PANEL TO PANEL SPLICE @ TOP TRACK WEB DETAIL 3/SD1.1 II NOTE ATTACH TO U-CHANNEL SHEET TITLE W/(1)#10 SELF 1. PROVIDE APA APPROVED GLUE& DETAILS DRILLING SCREW(MIN) U-CHANNEL BRIDGING SCREWS OF ALL WOOD SHEATHING PER DETAIL 3/SD1.1 TO JOISTS PER PLANS. LI 2. WHERE BLOCKED DIAPHRAGM IS TOP OF WALL TRACK INTERMEDIATE FRAMING REQUIRED PROVIDE FULL DEPTH (FIELD)MEMBER FASTENERS I A UNSUPPORTED EDGES. (4)-#10 SCREW 3. UNLESS NOTED OTHERWISE ON PROVIDE 43MIL(18GA)x EA SIDE OF PLANS,PANEL EDGE FASTENER SUBMITTAL SET ONLY 1-1/2%14"EA SIDE EQ SPLICE EA FLANGE SPACING TO BE 6"O.C.MAX. NOT FOR CONSTRUCTION OF TRACK FROM + PANEL FIELD SPACING TO BE 12" THESE DRAWINGS ARE SUBJECT To TRACK FLANGE TO 1 O.C.MAX. REVISIONS PENDING LOCAL JURISDICTIONAL TRACK FLANGE REVIEW. �� SPLICE TOP TRACK FLANGES h DOUBLE WALL STUD(BACK-TO-BACK) D SINGLE WALL STUD-SUBH3.25 WI(1)SCREW(TYP) axaPANEL(TYP) S D 4 O MSUB3.25 RECID BACK-TO-BACK STUDS 17 TYPICAL TOP TRACK SPLICE 13 BRIDGE CONECTORS 5 TYPICAL HORIZONTAL WOOD SHEATHING DIAPHRAGM LAYOUT SCALE 1'=V-0' SCALE:1'=l'-0' 11, SCALE NTS psePc 11111En gin aaring sJ Structural Building Consultants 32008 32vd Ave S,#B c, SHEARWALL SCHEDULE (253)20-0848 98001 (253)220-0848 x x COMPONENTS Oi (2 9 O4 ( O6 WALL FASTENER #10 SCREW THRU 1/2"DIAMETER 4� D STjFL QPcT x TYPE SHEATHING SPACING 18GA BOTTOM #10 SCREWS RIM SCREW ANCHOR @ SIMPSON L50 TO ASD CAPACITY (>P O EDGE/FIELD TRACT RIM OSB TRACK TO PLATE 43 MIL FDN TRACK TOP PLATE x x x EDGE FASTENERS 7/16"OSB,ONE SIDE 6 /12 0 7"O.C. 7"O.C. 43"O.C. 19"O.C. 412 PLF k WOOD SHEET C x x x x 7/16"OSB,ONE SIDE 4"/12 ® 5"O.C. 5"O.C. 29"O.C. 13"O.C. 617 PLF ��FG51618 x WOOD SHEET SS ISLE 1yG ZONAL E x x ,r #51618 2021-01-21 x NOTES: PREPARED FOR: x X x x 1) ALL FASTENER SPACINGS ABOVE ARE BASED ON 43 MIL TOP AND BOTTOM TRACK. ADDITIONAL ENGINEERING AND REVISED DETAILS/TABLES x ARE REQUIRED FOR USE OF 33 MIL TOP AND BOTTOM TRACK. x x x 2) SHEATHING PLACED PARALLEL AND CONTINUOUS FROM BOTTOM TRACK TO TOP TRACK/PLATE IS CONSIDERED BLOCKED(ALL EDGES FALLING x ON FRAMING MEMBERS). IF PLACED HORIZONTAL,ALL JOINTS MUST BE BLOCKED WITH STRAP PER DETAIL 17/SD4.1. x x 3) TYPICALLY PROVIDE A MINIMUM OF BACK-TO-BACK DOUBLE STUDS AT ENDS OF SHEARWALLS,U.N.O. x x x 4) ALLOWABLE SHEARWALL CAPACITIES USED ABOVE ARE BASED ON 2015 AISI LATERAL DESIGN STANDARD FOR COLD-FORMED STEEL FRAMING. x x 5) UNLESS OTHERWISE SHOWN,STUDS SHALL BE A MINIMUM OF 1-5/8"FLANGE x 4"WEB WITH A MINIMUM LIP RETURN OF 3/16". TRACK ✓ x x SHALL BE A MINIMUM OF 1-1/2"FLANGE x 3-1/2"WEB. TOP AND BOTTOM TRACK SHALL HAVE A MINIMUM THICKNESS OF 0.043 INCHES ,y AND SHALL BE ASTM A653 GRADE 33. FRAMING SCREWS(TRACKS TO STUDS)SHALL BE NO.10 x 5/8"WAFER HEAD SELF DRILLING. y k WOOD SCREWS SHALL BE A MINIMUM NO.8 x 1"BUGLE HEAD.SEE DETAIL 8/SD3.0 FOR TYPICAL SCREW ATTACHMENT. 6 x x 6) TYPICALLY,IF NO FOUNDATION HOLDOWNS OCCUR AT THE END OF A SHEARWALL,USE A 1/2"DIAMETER DEWALT SCREW ANCHOR(OR z 1j x EQUIVALENT)WITHIN 3"OF END WALL STUDS(2-1/2"MINIMUM EDGE DISTANCE). 0 �J x x x x 7) NOTE COLUMN ®INDICATES FOUNDATION TRACK FASTENER REQUIREMENTS. ANCHORS SHALL BE 1/2"DIAMETER W/2.5"MINIMUM F. x CONCRETE EMBED.TYPICALLY PROVIDE(1)ANCHOR WITHIN 3 INCHES OF EVERY THIRD STUD(4'-0-O.C.TYP)PER DETAIL 6/SD4.0 WITH I 0 x x STRUCTURAL STEEL SHEET PANEL TIGHTER SPACING AS REQUIRED PER COLUMN x x� (LONG DIMENSION PARALLEL TO 8 LETTER"B"INDICATES BOTH SIDES OF WALLS REQUIRE SHEARWALL SHEATHING&NAILING. 4. WALL STUDS) ) A x k x x FIELD FASTENER k x 00 wo x x EDGE FASTENER v) 0 SHEARWALL N W HOEDOWN CALLOUT PER PLAN NOTE THAT MOST SHEARWALLS AT THE LOWER LEVEL ARE IN1 U ATTACH TO BACK-TO-BACK El FTAO TYPE SHEARWALLS,SEE DETAILS 15/SDTO AND BOUNDARY STUDS(WHERE OCCURS) ADDITIONAL STUD FRAMING 16/SDTO FOR MORE INFORMATION.LOCATIONS PER PLANS. O SHEATHING TO BE `?9 SHEARWALL SHEATHING J ALTERNATE&STAGGER EDGE W SHEARWALL PER PLAN CONTINUOUS FOR FULL - SHOWN DASHED 7,V� FASTENERS PER SHEAR WALL L LENGTH OF SHEARWALL BOTTOM TRACK 4 SCHEDULE TO BOUNDARY w TO CONCRETE SHEARWALL - CALLOUT PER PLAN STUDS CONNECTED TO ~/ HOLDOWN. FIELD FASTENERS®12"OC ® REVISIONS TO THIS SHEET: a 1 TO BOTTOM ADDITIONAL BOUNDARY STUD(S)NOT :.a TRACK ENGAGED BY HOEDOWN(WHERE OCCURS) PANEL EDGE AND ' S.W.TABLE SHEARWALL BOUNDARY CONNECTION DO NOT ATTACH PERP. WALL TO SHEARWALL PERPENDICULAR UNTIL SHEARWALL HAS BEARING/PARTITION WALL BEEN SHEATHED TOP,OF PLATE '— - - -j j I r, i- - i I -------- II HEADER II II HE GIFT ! NOTE: ASPECT RATIO= WIDTH INDICATES FASTENER COMPONENT ( 11 CONTINUOUS PER SHEARWALL TABLE(TYP) D18 SHEATHING @ SHEARWALL it ii it SCALE:1'=1'-0" II II II I II DESIGNED BY :GDS/COK 1i DRAWN BY :COK o BOTTOM ISSUE DATE :2021-01-21 TRACK l l BOTTOM TRACK THRU SILL LATEST REV. FLOOR SHEATHING TO 2 PROJECT# :20.086 RIM TRACK/JOIST H it ii 1' WHERE PANEL EDGE IS NOT STEEL SHEET/WOODSREQUIRED SHEATHING AND SHEET TITLE SUPPORTED BY FRAMING FASTENER SPACING AS REQUIRED DETAILS !! ! !!I, I! ! !I PER PLANS AND SHEARWALL TABLE MEMBER,PROVIDE 3"x 20GA / ' I II, !'I (33 mil)MINIMUM CONTINUOUS HORIZ FLAT STRAP BLOCKING PANEL EDGE AT PANEL EDGE BOTBOT OFF_ CONTINUE STEEL SHEET SHEATHING TO TOP OF RIM(TYP) PANEL EDGE RIM JOIST TO TOP 3 SHEARWALL WIDTH SHEARWALL WIDTH FASTENERS PER TRACK OR ASPECT RATIO LESS THAN 2:1 WHERE SHEARWALL ASPECT S.W.SCHEDULE RATIO EXCEEDS 2:1,CAPACITY SUBMITTAL SET ONLY O REDUCED DUE TO CODE NOT FOR CONSTRUCTION FOR TRACK CONNECTION IN ANCHORS PER PLAN ALONG ASPECT RATIO REQ'TS THESE DRAWINGS ARE SLTU CT TO CRAWLSPACE,SEE DETAIL LENGTH AND AT EACH END REVISIONS PENDING LOCAL JURISDICTIONAL 17/53.0 FOR ®CONNECTION OF SHEARWALL(TYP) REVIEW. FLOOR/CRAWLSPACE PIER TYPE SHEARWALLS SlD4 . 1 HORIZONTAL FLAT STRAP (TYP AT UPPER LEv Ls) 7 BLOCKING @ PANEL EDGE rl 3) SHEARWALL FRAMING WITH OPENINGS TYP SCALE 1-=V-T SCALE NTs NOTICE v"' TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: ' j > AM ❑ PM DATE: l . /i1j•� JOB ADDRESS: i I1�U� f LOT#: PROJECT: ] d{(,,j o�_ TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY APPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING M CIVIL O'BUILDING CITY OF ARLINGTON ' • c i i i V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 2fAPPROVED PERMIT#: ❑ AM ❑ PM DATE: 7 I OB ADDRESS: I �_-fie'1� I`i` �_ ��_ ` f L. LOT#: PROJECT: TYPE OF IttNSPECTION: OTHER l �(a�ILJ �_ r111(I �� C_� ? f7 ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. Cl WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THBACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING O CIVIL Cl BUILDING CITY OF ARLINGTON ' , . i i Y "\ CITY OF ARLINGTON . 1 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3497 19002 59th Drive NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31051500300100 Valuation: 100000.00 OWNER APPLICANT CONTRACTOR City of Arlington Mission Aviation Training Academy Alliance Partition Systems 18204 59th Drive NE 19002 59th Drive NE 18824 Smokey Point Blvd,#101 Arlington,WA 98223 Arlington,WA 98223 Arlington,WA 98223 360-659-0400 360-659-0400 LIC:ALLIAPS876PU EXP: 10/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 0.1—,A 0 m - o� Signature Prin me Date Released By 1)atc CONDITIONS ADHERE TO APPROVED PLAT )APPROVED JOB COPY SHALL BE ONSITI �R CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/24/2021 Building Permit Fee $1,497.74 02/24/2021 Processing/Technology Fee $25.00 02/24/2021 State Surcharge-Commercial $25.00 02/24/2021 Building Plan Review Fee $973.53 Total Due: $2,521.27 Total Payment: $0.00 Balance Due: $2,521.27 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i i i ~ SPECIAL INSPECTION AND h TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional responsible for, and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME Dary Finck PHONE number. EMAIL dary.finck@mata-usa.org PRIMARY Dary Finck PHONE 360-659-0400 CONTACT EMAIL dary.finck@mata-usa.org TAX I.D.NUMBER 31051500300100 PROJECT NAME Mission Aviation Training Academy PROJECT Office space addition DESCRIPTION SITE ADDRESS 19002 59th Drive NE Before a permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules. A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of special inspectors:Special inspectors shall be approved by the City of Arlington prior to performing any duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC.THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Inspector a) Observe work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/or project drawings may be used only as an aid to inspection. 11P a ge b) Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report.If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person,and notify the project Architect or Engineer. Inspector I R4_Jbfj&tAV3bLgW& enter text. I phone I 4I&119re to enter text. c) Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the job site with the contractor for review by the City of Arlington. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the City of Arlington,project Architect/ Engineer, and others as designated.These reports must include the following: i.) Description of daily inspections and test made,with applicable locations. ii) Listing of all non-conforming items. iii) Report on how non-conforming items were resolved or unresolved,as applicable. iv) Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e) Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported, and to the best of his/ her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance,unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required,etc.) shall be specifically itemized in this report. 2) Contractor Responsibilities a) Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b) Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c) Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3) City o, of Arlington a) Approve Special Inspector: The City of Arlington shall approve all Special Inspectors and inspection requirements. b) Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. 2 1 P a g e 4) Owner Responsibilities a) Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. 5) Architect or Engineer of Record Responsibilities a) Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b) Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction, testing of backfill and or road beds as recommended by the geo-tech engineer,and structural welding as work progresses. SPECIAL INSPECTION & STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. ❑STRUCTURAL STEEL (IBC 1705.2.1 & 1705.12.1) ❑STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC1705.2.2) OCONCRETE CONSTRUCTION (IBC 1705.3) ❑MASONRY CONSTRUCTION (IBC 1705.4) ❑WOOD CONSTRUCTION (IBC 1705.5, 1705.11.1 &1705.12.2) ❑SOILS CONSTRUCTION (IBC 1705.6) ❑DRIVEN DEEP FOUNDATIONS (IBC 1705.7) ❑CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8) ❑HELICAL PILE FOUNDATIONS (IBC 1705.9) ❑SPRAYED FIRE-RESISTANT MATERIALS (IBC 1705.14) 3 Page ❑MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (IBC 1705.15) ❑EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) (IBC 1705.16) ❑FIRE-RESISTANT PENETRATIONS AND JOINTS (IBC 1705.17) ➢ Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑SMOKE CONTROL (IBC 1705.18) ❑ARCHITECTURAL COMPONENTS (IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D, E, or F ❑PLUMBING,MECHANICAL&ELECTRICAL COMPONENTS (IBC 1705.12.6) ➢ Only required for buildings located within Seismic Design Category C, D, E, or F ❑SEISMICALLY ISOLATED SYSTEMS (IBC 1705.12.8) ❑SPECIAL CASES (IBC 1705.1.1) -material alternatives or unusual design applications OMISCELLANEOUS AREAS--These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 4 1 P a g e Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) Owner OlaTjxFi(KAe Last name DateMpfaZv2021 Si natur Contractor W lkePl$wamLast name DateMgra�v2021 Signature.*. ❑ Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Ins ector 00reytkiMeJ'niame Datemwr*2O21 Si natur *,s ,,, ❑ Submit WABO certification for special inspection agency and inspectors,(or) ❑ Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work. Submit copies of inspector certifications provided for each discipline. Inspector name f j�ffr6ya iFA�rjgrname Scope of Work �Vo'pedal Inspection inspector name First name First name Scope of Work Work Inspectorname First name Firstname Scope of Work Work inspector name First.naliie First name Scope of Work Worl< Inspector name First name First name Scope of Work Worl< inspector name First name First name Scope of Work Wor< Architect/Engineer of Record Ga Stielo%kast name Datewbtan2021 Si g n a t u r -- Structural Observer First-name Last name Date Date Signature sign. ❑ Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑ Structural Observations required in accordance with IBC Section 1704.5. 5 1 P a g e MATA SPECIAL INSPECTIONS Final Audit Report 2021-03-03 Created: 2021-03-02 By: Dary Finck(dary.finck@gmail.com) Status: Signed Transaction ID: CBJCHBCAABAAVPg03K9SSVsCVEtAdRm6_tlJwBHBZQkX WATA SPECIAL INSPECTIONS" History Document created by Dary Finck(dary.finck@gmail.com) 2021-03-02-4:48:05 PM GMT-IP address:24.18.82.156 0* Document emailed to Dary Finck(dary.finck@mata-usa.org)for signature 2021-03-02-4:56:01 PM GMT Email viewed by Dary Finck(dary.finck@mats-usa.org) 2021-03-02-4:56:23 PM GMT-IP address:24.18.82.156 Document e-signed by Dary Finck (dary.finck@mata-usa.org) Signature Date:2021-03-02-4:57:40 PM GMT-Time Source:server-IP address:24.18.82.156 Document emailed to Gary Stielow(gary@dhpengineedng.com)for signature 2021-03-02-4:57:42 PM GMT Email viewed by Gary Stielow(gary@dhpengineering.com) 2021-03-02-4:56:39 PM GMT-IP address:96.66.233.13 &0 Document e-signed by Gary Stielow(gary@dhpengineering.com) Signature Date:2021-03-02-9:21:28 PM GMT-Time Source:server-IP address:96.66.233.13 Document emailed to Mike Powers (mike@alliancepartitions.com)for signature 2021-03-02-9:21:31 PM GMT Email viewed by Mike Powers(mike@alliancepartitions.com) 2021-03-03-4:55:53 PM GMT-IP address:24.56.208.15 Document e-signed by Mike Powers (mike@alliancepartitions.com) Signature Date:2021-03-03-4:56:31 PM GMT-Time Source:server-IP address:24.56.208.15 Document emailed to Jeffrey S Mercer Qeffmercer@krazan.com)for signature 2021-03-03-4:56:33 PM GMT Q Adobe Sign Email viewed by Jeffrey S Mercer aeffmercer@krazan.com) 2021-03-03-5:07:18 PM GMT-IP address:50.243.99.61 Document e-signed by Jeffrey S Mercer Qeffmercer@krazan.com) Signature Date:2021-03-03-5:09:18 PM GMT-Time Source:server-IP address:50.243.99.61 Agreement completed. 2021-03-03-5:09:18 PM GMT Adobe Sign J I Page 1 of 2 DHP - Engineering Memo #1 o hL� } ARC Structural Building Consultants From ❑Confr. l�°Ai 32008 32nd Ave S,Suite B,Federal Way,WA 98001 Connor Kelly ❑Info. IINOLiimi Phone(253)220-0848 Distribution• Date: 2021-03-01 Time: Miike Powers Project: MATA Mezzanine Addition Project No. 20.086 Gary Stielow Person: Dart/Finck Phone No. 425-231-5818 Company: Alliance Partition Systems Fax No. Subject: Special Inspection Requirements Sent Via...... I Fax❑ E-Mail❑x Billing File ❑ Dary, In response to the submittal review comments for the MATA mezzanine addition, we have provided the required special inspection information in the tables below. Note that it is still the intent of the design to leave the existing exterior foundation undisturbed as noted on the submittal plans and that these special inspections apply to the new construction at the interior space only. Periodic special inspection of the seismic force resisting system is required only at resisting elements with fastener spacing less than 6" o.c., see footnote a of Table 1705.3 for more information. Table 1705.3, Required Special nspections and Tests of Concrete Construction(Per IBC 2015) Continuous Periodic Referenced IBC Type Special Special Inspection Inspection Standards Reference ACI 318 1. Inspect reinforcement, including Ch. 20, prestressing tendons, and verify - X 25.2, 25.3, 1908.4 placement. 26.6.1- 26.6.3 ACI 318: 1904.1, 5. Verify use of required design X Ch. 19, 1904.2, mix. 26.4.3, 1908.2, 26.4.4 1908.3 7. Inspect concrete and ACI 318: 1908.6, shotcrete placement for proper X Ch 26.5 1908.7, application techniques 1908.8 12. Inspect formwork for shape, ACI 318:location and dimensions of the - X 26.11.1.2(b) _ concrete member being formed. a. Per section 1705.12.3 item 2,periodic special inspection is required for screw attachment,bolting, anchoring and other fastening of elements of the seismic force resisting system where fastener spacing is less than 6"o.c. per exception 2. Page 2 of 2 Table 1705.6,Required Sp ecial Inspections and Tests of Soils (Per IBC 2015 Type Continuous Special Periodic Special Inspection Inspection 1. Verify materials below shallow foundations are adequate to achieve the - X design bearing capacity. If you have any questions on the above items,feel free to contact us at 253-220-0848. Sincerely, DHP Engineering, PS Structural Building Consultants 7jJ71-- Connor Kelly Design Engineer r I , Permit#: 3497 Permit Date: 10/20/20 Project Name: Mission Aviation Training Academy Company/Applicant Name: Mission Aviation Training Academy Company/Applicant Address: 19002 59th Drive NE City, State, Zip: Arlington, WA 98223 Contact: Dary Finck Phone: 360-659-0400 Email: director@mata-usa.org Permit Type: Commercial Alteration Valuation: 100000.00 Square Feet: 736 Number of Stories: 1 Type of Construction: Occupancy Type: Scope of Work: Office space addition MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/18/2021 DNU: Status: PENDING PAYMENT Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500300100 19002 59th Drive NE City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Alliance Partition Mike Powers 360-659-0400 18824 Smokey CONTRACTOR Labor&Industries ALLIAPS876PU Systems Point Blvd,#101 Plan Reviews Date Review Type Description Assigned To Review Status 02/05/2021 Commercial T.I. Building Approved 10/20/2020 Commercial T.I. No comments for this review,LT PW Admin Rev Approved 10/20/2020 Commercial T.I. No comments.SB PW-Sew-Rev Approved 10/20/2020 Commercial T.I. No comments for this review. PW-Wat-Rev Approved I� I I t 10/20/2020 Commercial T.I. Airport In Review Fees Fee Description Notes Lm junt Building Permit Fee Table 4-1 $1,497.74 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $973.53 Total 5.1.521.27 Notes Date Note Created By: 02/24/2021 Will require the Special Inspection Form prior to issuance.-Emailed Dary Finck. Kristin Foster 02/01/2021 Received revised plans. Kristin Foster 10/22/2020 Emailed Kevin's review comments. Kristin Foster Uploaded Files Date File Name 10/20/2020 7560203-3497 Plans.11df 10/20/2020 7560202-3497 Application.pol' ,- �� ■ 1 I I Permit#: 3497 Permit Date: 10/20/20 Project Name: Mission Aviation Training Academy Company/Applicant Name: Mission Aviation Training Academy Company/Applicant Address: 19002 59th Drive NE City, State, Zip: Arlington, WA 98223 Contact: Dary Finck Phone: 360-659-0400 Email: director@mata-usa.org Permit Type: Commercial Alteration Valuation: 100000.00 Square Feet: 736 Number of Stories: 1 Type of Construction: Occupancy Type: Scope of Work: Office space addition MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/18/2021 DNU: Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500300100 19002 59th Drive NE City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Alliance Partition Mike Powers 360-659-0400 18824 Smokey CONTRACTOR Labor&Industries ALLIAPS876PU Systems Point Blvd,#101 Plan Reviews Date Review Type Description Assigned To Review Status 02/05/2021 Commercial T.I. Building In Review 10/20/2020 Commercial T.I. No comments for this review,LT PW Admin Rev Approved 10/20/2020 Commercial T.I. No comments.SB PW-Sew-Rev Approved 10/20/2020 Commercial T.I. No comments for this review. PW-Wat-Rev Approved .us 10/20/2020 Commercial T.I. Airport In Review Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $1,497.74 Processing/Technology Fee $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Fee Table 4-2 $973.53 Total $2,521.27 Notes Date Note Created By: 02/01/2021 Received revised plans. Kristin Foster 10/22/2020 Emailed Kevin's review comments. Kristin Foster Uploaded Files Date File Name 10/20/2020 7560203-3497 Plans.pdf 10/20/2020 7560202-3497 Application.pdf COMMERCIAL REMODEL o Jf o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 •Phone(360)403-3551 The following minimum Information Is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents.Incomplete applications will not be accepted. Q One (1) City of Arlington Comm ercial/Mu Ili-Family Permit Application (One (1)permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two (2)Architectural Drawings Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) ❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are Included as part of this application. REV 2019 Page 1 of 7 COMMERCIAL REMODEL o PERMIT APPLICATION Clry .� Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington. WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51.50 Washington State Building Code 2. WAC 51-51 Washington Stale Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington Slate Fire Code 5, WAC 51-56&51-57 Washington State Plumbing Code and Standards 6, WAC 51-11 Washington State Energy Code 7, WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square fool Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 11500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans Drawings and plans must be submitted on minimum 18" X 24 or maximum 30"X 42"paper All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink,blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2019 Page 2 of 7 COMMERCIAL REMODEL ti � PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet, 2. Show building outline and all exterior improvements. 3. Provide property legal description acxf show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. [✓] ARCHITECTURAL DRAWINGS 1. (� Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stones and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4 Owner 5, Developer 6. Any other Design Team Members 2 Floor Plan a) Plan view 1/8"minimum scale.Details a minimum Winch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. 1) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,etc. REV 2019 Page 3 of 7 G��Y -OF o COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations, m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 118"minimum scale.Details a minimum V4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1.Show seismic bracing details, d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall,beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2019 Page 4 of 7 COMMERCIAL REMODEL y� IN o PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you havo the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to cad@arlingtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2019 Page 6 of 7 CIA, °fi COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2)SETS OF SPECIFICATIONS,TWO(2)SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(f) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel Commercial Addition ( ) Tenant Improvement Project Address: 19002 59th DR NE Parcel ID#: 51 Project Description: Office space addition Legal Description: _. Project Valuation: $100,000 Owner:Mission Aviation Training Academy _ Phone Number: 360-435-8179 Address: 19002 59th DR NE City:Arlington State: WA Code:98223 Contact Person-Dary Finck Phone Number: 425-231-5818 Cell Phone: 425-231-5818 Email: director@ mata-usa.org Address:19002 59th DR NE rity:Arlington State: WA Zip Code:98223 Contractor: Alliance Partition Systems Phone Number: 360-659-0400 Address: 18824 Smokey Point Blvd Ste 101 City:Arlington State: \AA Zip Code:98223 Contractor's License Number:CC ALLIAPS876PU Expiration;10/31/2021 Plumbing Contractor: _ Phone Number: Address City: State: Zip Code: Contractor's License Number; Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2019 Page 6 of 7 o COMMERCIAL REMODEL ON PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant Mission Aviation Training Academy Site Address19002 59th DR NE Bldg./Unit/Suite 51 IBC Construction Type B IBC Occupancy Type 304.1 B Description of Use Office space Building Square Footage 736 Number of Storiesl Square Footage per Floor736 Will there be any Installation,modification or removal of the following? (Check all that apply) g Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/fumace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installing water fire suppression in each room. Installation,changes,modifications or removal of any of the above may require additional submittals,Information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordQ ygilh thei laws, rules and regulation of the State of Washington. Applicants Signature 0n n. fr._ J Print Applicants Name Date 11 FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt tl Dale Received REV 2019 Page 7 of 7 • o COMMERCIAL REMODEL ��f+LjN ,to PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two (2) Architectural Drawings 12 Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) ❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms 12 One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2019 Page 1 of 7 COMMERCIAL REMODEL �N +`off PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAG 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. REV 2019 Page 2 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. 0 ARCHITECTURAL DRAWINGS Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum Winch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,etc. REV 2019 Page 3 of 7 N COMMERCIAL REMODEL �N 4o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8'minimum scale. Details a minimum %.-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2019 Page 4 of 7 4�40. COMMERCIAL REMODEL o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223 • Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced2arlifgtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2019 Page 5 of 7 N Or' COMMERCIAL REMODEL X� ,���� PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2)SETS OF SPECIFICATIONS,TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel Commercial Addition ( ) Tenant Improvement Project Address: 19002 59th DR NE Parcel ID#: 51 Project Description: Office space addition Legal Description: Project Valuation: $100,000 Owner:Mission Aviation Training Academy Phone Number: 360-435-8179 Address: 19002 59th DR NE City:Arlington State: WA Zip Code:98223 Contact Person:Dary Finck Phone Number: 425-231-5818 Cell Phone: 425-231-5818 E-mail: director@ mata-usa.org Address:19002 59th DR NE City:Arlington State: WA Zip Code:98223 Contractor: Alliance Partition Systems Phone Number: 360-659-0400 Address: 18824 Smokey Point Blvd Ste 101 City:Arlington State: WA Zip Code:98223 Contractor's LicenseNumber:CC ALLIAPS876PU Expiration:10/31/2021 Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2019 Page 6 of 7 INV COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant Mission Aviation Training Academy Site Address19002 59th DR NE Bldg./Unit/Suite 51 IBC Construction Type B IBC Occupancy Type 304.1 B Description of Use Office space Building Square Footage 736 Number of Storiesl Square Footage per Floor736 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installing water fire suppression in each room. Installation,changes,modifications or removal of any of the above may require additional submittals,Information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Print Applicants Name Date FOR STAFF USE ONLY Permit t1 Accepted By Amount Received Receipt tl Date Received REV 2019 Page 7 of 7 i NOTICE v" TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O'APPROVED PERMIT#: flrl�I I 0 AM ❑ PM DATE: JOB ADDRESS I(r�i}Lw t I i( LOT#: PROJECT: r/l j(f l p�_A V._ I All e)J I TYPE OF INSPECTION: 1'' �l1 1 1pl OTHER: ❑ NO PERMIT—STOP WORK—OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION k THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE .�. Cl PLANNING 0 CIVIL O'BUILDING CITY OF ARLINGTON V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY RfAPPROVED PERMIT#: C [IAM ❑ PM DATE: 2,I JOB ADDRESS: '� L)b 2-, l I u= Y~)C-_ LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ` cis` o�. O PLANNING 0 CIVIL o BUILDING CITY OF ARLINGTON yti�• Inc. CITY OF ARLINGTON H 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3497 19002 59th Drive NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31051500300100 Valuation: 100000.00 OWNER APPLICANT CONTRACTOR City of Arlington Mission Aviation Training Academy Alliance Partition Systems 18204 59th Drive NE 19002 59th Drive NE 18824 Smokey Point Blvd,#101 Arlington,WA 98223 Arlington,WA 98223 Arlington,WA 98223 360-659-0400 360-659-0400 LIC:ALLIAPS876PU EXP: 10/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. l ), „ - 0'S Signature PrinfNAme Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERIVIIT FEES Date Description Fee Amount 02/24/2021 Building Permit Fee $1,497.74 02/24/2021 Processing/Technology Fee $25.00 02/24/2021 State Surcharge-Commercial $25.00 02/24/2021 Building Plan Review Fee $973.53 Total Due: $2,521.27 Total Payment: $0.00 Balance Due: $2,521.27 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 \ - / INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3497 19002 59th Drive NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#:31051500300100 Valuation: 100000.00 OWNER APPLICANT CONTRACTOR City of Arlington Mission Aviation Training Academy Alliance Partition Systems 18204 59th Drive NE 19002 59th Drive NE 18824 Smokey Point Blvd,#101 Arlington,WA 98223 Arlington,WA 98223 Arlington,WA 98223 360-659-0400 360-659-0400 LIC:ALLIAPS876PU EXP: 10/31/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �Z� Signature Print Name Date Released By Date CONDITIONS ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES _ Date Description Fee Amount 02/24/2021 Building Permit Fee $1,497.74 02/24/2021 Processing/Technology Fee $25.00 02/24/2021 State Surcharge-Commercial $25.00 02/24/2021 Building Plan Review Fee $973.53 Total Due: $2,521.27 Total Payment: $0.00 Balance Due: $2,521.27 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 0 N O *NOTE: SPRINKLERS INSTALLED IN EACH ROOM Q 46' �-- Q 12' 11' 11' 12' O 4" 18 GA. WALL STUDS @ 16" o/c TYP. J J V 'S° U) N co CIS N w 00 CEILING CLASSROOM 1 �Q CLASSROOM 2 CLASSROOM 3 CLASSROOM 4 p/ Z zo zo C, pp 4 18 GA. WALL „Q s Z STUDS @ 16" o/c TYP. o co o m = p0 o 0 o f-- L O 44" HALF WALL c i i Q 5/Ox4/0 WINDOW C41) 5/Ox4/O WINDOW 1 1 Q N� z Ll�.l � p _ 3/Ox6/8 J U SERVER ROOM 4 3/Ox6/8 Q 44" HALF WALL 5/Ox4/0 WINDOW 6" 18 GA. STUDS @ 16" o/c FLOOR PLAN_ SCALE: 1 /4"=V-0" 6" 16 GA. WALL STUDS @ 16" o/c TYP. op 46' Z OU 6" 16 GA. WALL cri w STUDS @ 16" o/c TYP. i i i i 00 12" 16 GAUGE STEEL JOISTS @ 16" o/c TYP. ! ! p o u) Oz I i QAWLq i i i i i i I VC:) C) w (o L.L j I I Z tle) J Z HEADER ORIENTATION OPTIONS I i - W Q O0 r-- I zo mZ � w r (1) OWw I I I I I I I I I 30"x30"x12" CONCRETE FTG. i i �- w/ 3 #4 REBAR EACH WAY CUT IN EXISTING SLAB ; i z I i i I i i I I i i I I I i I I 2) 1000S200-97 (2) 1000T200-97 zw 16' O r> wo (3) 60OS162-54 COLUMN STUDS m TIED TO EXISTING CLASSROOMS AS BEARING POSTS TYP. w W WFLOOR SUPPORT PLAN J ZW SCALE: 1 /4"=V-011 1 2 2'-0" MIN, NOTIFY IF OTHERWISE _ 5'-11' �21"T_ 5-11" T 3'-6 2'-6 1/2"- OA �(E) FOOTING ASSUMED Al 1HIS LOCATION, VERIFY SIZE AND NOTIFY DHP ENGINEERING BEFORE FRAMING THIS AREA. DO NOT SAW-CUT ANY 00ST NG FOOTING AT SLM P9 WET R. A °v 5D2.1 0 in ws " f a �—2'-0"x2'-O'x 12" SQUARE FOOTING WITH (3) #4 BAR EACH WAY - PER DETAIL 19/SD4.0 i- 'v A � 502.2 � I o � D I cc D w U] � B a SD'l.2 :r ws 16'-2 1/4" FOUNDATION PLAN SCALE: 1/4"=l'-O" Permit#: 3497 Permit Date: 10/20/20 Permit Type: COMMERCIAL ALTERATION Project Name: Mission Aviation Training Academy Applicant Name: Mission Aviation Training Academy Applicant Address: 19002 59th Drive NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dary Finck Phone: 360-659-0400 Email: director@mata-usa.org Scope of Work: Office space addition Valuation: 100000.00 Square Feet: 736 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/03/2021 Permit Expires: 08/30/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500300100 19002 59th Drive NE City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Alliance Partition Mike Powers 360-659-0400 18824 Smokey CONSTRUCTION Labor&Industries ALLIAPS876PU Systems Point Blvd,#101 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/19/2021 C20.BUILDING Building Final 05/20/2021 05/20/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 02/05/2021 COMMERCIAL BUILDING ALTERATION 10/20/2020 COMMERCIAL No comments for this review,LT PW-ADMIN-GIS ALTERATION 10/20/2020 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION 10/20/2020 COMMERCIAL No comments for this review. pW-WAT-REV ALTERATION Gus 10/20/2020 COMMERCIAL AIRPORT ALTERATION Fees Fee Description Notes Amount Building Permit Table 4-1 $1,497.74 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $973.53 Credit Card Service $75.64 Total $2,596.91 Attached Letters Date Letter Description 02/24/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/25/2021 Dary Finck 85126180 $2,521.27 02/25/2021 Dary Finck Transaction $75.64 85126180 Outstanding Balance $0.00 Notes Date Note Created By: 02/24/2021 Will require the Special Inspection Form prior to issuance.-Emailed Dary Finck. Kristin Foster 02/01/2021 Received revised plans. Kristin Foster 10/22/2020 Emailed Kevin's review comments. Kristin Foster Uploaded Files Date File Name 10/04/2021 9820134-3497 IC 4.7.2021.pdf 10/04/2021 9820135-3497 IC 3.23.2021.pdf 03/03/2021 8264786-3497 Issued Permit.pdf 10/20/2020 7560202-3497 Application.pdf 10/20/2020 7560203-3497 Plans.pdf SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional responsible for, and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME Dary Finck PHONE number. EMAIL dary.finck@mata-usa.org PRIMARY Dary Finck PHONE 360-659-0400 CONTACT EMAIL dary.finck@mata-usa.org TAX I.D.NUMBER 31051500300100 PROJECT NAME Mission Aviation Training Academy PROJECT Office space addition DESCRIPTION SITE ADDRESS 19002 59th Drive NE Before a permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules. A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of special inspectors: Special inspectors shall be approved by the City of Arlington prior to performing any duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC.THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Inspector a) Observe work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/or project drawings may be used only as an aid to inspection. 11P a ge b) Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report.If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person, and notify the project Architect or Engineer. Inspector I Click or tap here to enter text. I Phone I Click or tap here to enter text. c) Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the iob site with the contractor for review by the City of Arlington. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekiv reports of tests and inspections directly to the City of Arlington, project Architect/ Engineer, and others as designated.These reports must include the following: i) Description of daily inspections and test made,with applicable locations. ii) Listing of all non-conforming items. iii) Report on how non-conforming items were resolved or unresolved,as applicable. iv) Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e) Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported, and to the best of his/ her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required, etc.) shall be specifically itemized in this report. 2) Contractor Responsibilities a) Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b) Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c) Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3) City of Arlington a) Approve Special Inspector: The City of Arlington shall approve all Special Inspectors and inspection requirements. b) Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. 2 1 P a g e 4) Owner Responsibilities a) Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. 5) Architect or Engineer of Record Responsibilities a) Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b) Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction, testing of backfill and or road beds as recommended by the geo-tech engineer, and structural welding as work progresses. SPECIAL INSPECTION & STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. ❑STRUCTURAL STEEL (IBC 1705.2.1 & 1705.12.1) ❑STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (IBC1705.2.2) ❑CONCRETE CONSTRUCTION (IBC 1705.3) ❑MASONRY CONSTRUCTION (IBC 1705.4) ❑WOOD CONSTRUCTION (IBC 1705.5, 1705.11.1 & 1705.12.2) ❑SOILS CONSTRUCTION (IBC 1705.6) ❑DRIVEN DEEP FOUNDATIONS (IBC 1705.7) ❑CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8) ❑HELICAL PILE FOUNDATIONS (IBC 1705.9) ❑SPRAYED FIRE-RESISTANT MATERIALS (IBC 1705.14) 3 Page ❑MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (IBC 1705.15) ❑EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (IBC 1705.16) ID FIRE-RESISTANT PENETRATIONS AND JOINTS (IBC 1705.17) ➢ Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑SMOKE CONTROL (IBC 1705.18) ❑ARCHITECTURAL COMPONENTS (IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D, E, or F ❑PLUMBING, MECHANICAL &ELECTRICAL COMPONENTS (IBC 1705.12.6) ➢ Only required for buildings located within Seismic Design Category C, D, E, or F ❑SEISMICALLY ISOLATED SYSTEMS (IBC 1705.12.8) ❑SPECIAL CASES (IBC 1705.1.1) - material alternatives or unusual design applications ❑MISCELLANEOUS AREAS -- These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 4 1 P a g e Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) O'EfflCr First name Last name Date Signature Sign. Contractor First name Last name Date Date 1 Si nature'Sign ❑ Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Inspector InspeCtOrj First name Last name Date Date Signature Sign ❑ Submit WABO certification for special inspection agency and inspectors, (or) ❑ Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work. Submit copies of inspector certifications provided for each discipline. First name Last name Scope of work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Architect/Engineer of Record First name Last name Date Date Signature Sign. Structural Observer First name Last name Date Date Signature Sign. ❑ Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑ Structural Observations required in accordance with IBC Section 1704.5. 5 1 P a g e Page 1 of 2 DHP - En ineerin Memo #I ❑xMemo g g ❑Ph Log ! ► Structural Building Consultants From ❑Confr. 32008 32'Ave S,Suite B,Federal Way,WA 98001 Connor Kelly ❑info. Phone(253)220-0848 Distribution' Date: 2021-03-01 Time: Mike Powers Project: MATA Mezzanine Addition Project No. 20.086 Gary Stielow Person: Dary Finck Phone No. 425-231-5818 Company: Alliance Partition Systems Fax No. Subject: Special Inspection Requirements Sent Via...... Fax❑ E-Mail l] Billing File ❑ Dary, In response to the submittal review comments for the MATA mezzanine addition, we have provided the required special inspection information in the tables below. Note that it is still the intent of the design to leave the existing exterior foundation undisturbed as noted on the submittal plans and that these special inspections apply to the new construction at the interior space only. Periodic special inspection of the seismic force resisting system is required only at resisting elements with fastener spacing less than 6" o.c., see footnote a of Table 1705.3 for more information. Table 1705.3, Required Special Ins ections and Tests of Concrete Construction (Per IBC 2015) Continuous Periodic Referenced IBC Type Special Special Standard' Reference Inspection Inspection ACI 318 1. Inspect reinforcement, including Ch. 20, prestressing tendons, and verify - X 25.2, 25.3, 1908.4 placement. 26.6.1- 26.6.3 ACI 318: 1904.1, 5. Verify use of required design - X Ch. 19, 1904.2, mix. 26.4.3, 1908.2, 26.4.4 1908.3 7. Inspect concrete and ACI 318: 1908.6, shotcrete placement for proper X - Ch 26.5 1908.7, a lication techniques 1908.8 12. Inspect formwork for shape, ACI 318: location and dimensions of the - X - concrete member beingformed. 26.11.1.2(b) a. Per section 1705.12.3 item 2,periodic special inspection is required for screw attachment,bolting, anchoring and other fastening of elements of the seismic force resisting system where fastener spacing is less than 6" o.c. per exception 2. Page 2 of 2 Table 1705.6, Required Special Inspections and Tests of Soils (Per IBC 2015) Type Continuous Special Periodic Special Inspection Inspection 1. Verify materials below shallow foundations are adequate to achieve the - X design bearing capacity. If you have any questions on the above items, feel free to contact us at 253-220-0848. 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