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GENERAL STRUCTURAL NOTES NEW WORK : STRUCTURAL REMEDIATION GUIDELINES:
<br /> GENERAL:
<br /> CODE: METALS:
<br /> ASSUMED CODE AT TIME OF ORIGINAL CONSTRUCTION: 2000 IBC THE FOLLOWING ARE GUIDELINES TO REPAIR DAMAGED STRUCTURAL AND NON STRUCTURAL o 0 0 o a o 0
<br /> 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCOR;DANCE WITH FRAMING AND SHEATHING. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL
<br /> CURRENT CODE: 2015 IBC A.I.S.C. SPECIFICATIONS. INFORMATION ON MINIMUM MATERIAL REQUIREMENTS FOR REPLACED MATERIALS. � ��O��O
<br /> 2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, ALL WOOD DECAY IS TO BE REMOVED FROM EVERY PART OF THE STRUCTURE.
<br /> BUILDING CONSULTANTS INC.
<br /> LOADS: UNLESS NOTED OTHERWISE.
<br /> FLOOR DEAD: 15 PSF ALL FRAMING THAT HAS HAD DECAY REMOVED, HAS BEEN EXPOSED TO MOISTURE OR IS
<br /> 30 PSF GROUND SNOT LOAD (25 PSF MIN. ROOF SNOW LOAD) 3. TUBES TO BE ASTM A500-GRADE B, Fy=48 KSI; PIPES ASTM A53 GRADE B, Fy=48 I<SI. ADJACENT TO A DECAYED MEMBER IS TO BE TREATED WITH TWO COATS OF AN APPROVED
<br /> SNOW: FUNGICIDE (BOR-A-CARE WITH MOLD-CARE) IN ACCORDANCE WITH THE MANUFACTURERS
<br /> FLOOR LIVE: 40 PSF (100 PSF CORRIDORS AND EXITS) 4. BOLTS TO BE ASTM A307, UNLESS NOTED OTHERWISE. SPECIFICATIONS. 8425 - 44th Avenue West
<br /> SEISMIC: CA= .73, R=6.5, CATEGORY D1 Mukilteo, WA 98275
<br /> WIND: VERIFY 5.WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH ALL NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVINIZED. Tel 425.774.5600
<br /> ALLOWABLE SOIL BEARING: 1,500 PSF (TYP.) AWS STANDARDS. Fax 425.774.5661
<br /> IN THE EVENT THAT STRUCTURAL FRAMING IS REPLACED, THE CONTRACTOR SHALL ASSUME www.J2Consultants.com
<br /> 6.ALL STEEL TO HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE! GALVINIZED RESPONSIBILITY FOR TEMPORARY SHORING OR SHALL NOTIFY A/E THAT SHORING
<br /> WOOD: UNLESS OTHERWISE NOTED. RECOMMENDATIONS ARE NEEDED.
<br /> WOOD FRAMING:
<br /> 1. ALL NAILS MAY BE BOX NAILS (SINKERS) EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS 7, STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION.
<br /> INTO ALL PRESSURE TREATED LUMBER AND EXPOSED LOCATIONS. FOR SOLID SAWN LUMBER, IF WOOD DECAY IS LIMITED TO 1/2" DEEP AND IS NOT LOCATED WHERE
<br /> 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS. THE MEMBER IS BEARING ON ANOTHER MEMBER, IT CAN BE REMOVED, TREATED AND THE WOOD
<br /> 2. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 MEMBER CAN REMAIN. IF WOOD DECAY IS DEEPER THAN 1/2" DEEP, OR IF DECAY EXISTS WHERE
<br /> UNLESS NOTED OTHERWISE. 9.ALL ADHESIVE ANCHORS TO BE ASTM A36 STEEL THREADED ROD W/SIMPSON ":3ET"OR"ET' THE MEMBER BEARS ON ANOTHER MEMBER, THE WOOD MEMBER SHALL BE REPLACED WITH IN
<br /> 3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE"OR APPROVED EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. KIND, REPAIRED AS SHOWN ON DETAIIS THIS PAGE OR SHALL BE EVALUATED BY A/E ON A CASE
<br /> BY CASE BASIS.
<br /> EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER GENERAL:
<br /> MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR ZMAX AT ALL EXPOSED ALL REPLACED FRAMING AND HARDWARE SHALL BE SIMPSON SRONG-TIE OR EQ.AND INSTALLED
<br /> LOCATIONS. 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE= FINISHED IN ACCORDANCE WITH THE ORIGINAL CONSTUCTION DOCUMENTS, THESE REMEDIATION
<br /> STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CON1fRACTOR SHALL DOCUMENTS, 2009 IBC REQUREMENTS OR WHICHEVER IS MORE STRINGENT. USE STAINLESS
<br /> 4. LUMBER: PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. STEEL OR ZMAX HARDWARE AT ALL EXPOSED LOCATIONS.
<br /> -ALL SOLID SAWN LUMBER GRADES TO BE DFL#2 OR BETTER SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF=THE LOADS
<br /> -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY T'HE A/E SHALL DECAYED STUDS SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH DETAIL 1 BELOW.
<br /> -PRESSURE TREATED LUMBER TO BE HEMFIR#2 OR BETTER. NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
<br /> -ALL GLULLAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE. DECAYED KING STUDS, HOLDDOWN POSTS AND BEAMS SHALL BE EVALUATED BY A/E ON A CASE
<br /> -ALL LVL LUMBER SHALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH BY CASE BASIS.
<br /> -ALL PSL LUMBER SHALL BE 2.OF WS PARALLAM PSL OR EQUIVALENT. ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY
<br /> 5. DRILL BOLT HOLES 1/16 INCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BE�s" WITH A/E. . FOR NON-SHEAR WALLS, DECAYED BOTTOM PLATES/SILL SHALL BE REPLACED WITH P.T. LUMBER
<br /> UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOLTS AND LAG SCREWS. AND ATTACHED AS NOTED IN THE ANCHOR BOLT SECTION.
<br /> 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOQR OR ROOF.
<br /> 6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19%. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. SHEATHING:
<br /> 7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48"MIN.AT SPLICES 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, :3UCH CONTACT ENGINEER IF LARGE AREAS OF SIGNIFICANT SHEATHING DAMAGE EXISTS TO SHEAR
<br /> AND HAVE (12) 16d MIN.AT SPLICES EXCEPT AS NOTED. STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. WALLS OR HORIZONTAL DIAPHRAMS.
<br /> 8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERS OVER SUPPORTS. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, ME=CHANICAL, FOR NON SHEAR WALLS OR SMALL ISOLATED AREAS OF DECAYED WALL, FLOOR OR ROOF NOTES:
<br /> ELECTRICAL AND WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTOR;S PRIOR TO SHEATHING; REPLACED WITH IN KIND. FASTENING SHALL BE THE SAME AS EXISTING AND NOT 1. CONTRACTOR IS
<br /> 9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. CONSTRUCTION. LESS THAN THE MINIMUMS SHOWN BELOW. PANEL EDGES SHALL BE BLOCKED W/2x4 FLAT RESPONSIBLE FOR FIELD
<br /> LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS BLOCKING. REFER TO DETAIL 2 BELOW. MINIMUM FASTENING REQUIREMENTS ARE AS FOLLOWS: VERIFICATION OF EXISTING
<br /> STAGGERED. USE 8d COMMON NAILS @ 6"O.C. AT PANEL EDGES AND 12" O.0 IN THE FIELD UNLESS 6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STF;UCTURAL YZ'GYPSUM WALL BOARD: 5d COOLER OR WALLBOARD @ 7"O.C. TYP.
<br /> OTHERWISE NOTED. NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. 5/" GYPSUM WALL BOARD: 6d COOLER OR WALLBOARD @ 7"o.C. TYP. ELEVATION, PLAN, SIDING,
<br /> y" (OR�/s')APA RATED STRUCTURAL PANEL: 8d @ 6"O.C. PANEL EDGES AND 12" F�E�D. WINDOW AND DOOR
<br /> QUANTITIES.
<br /> 10. FLOOR SHEATHING: USE 3/4" C-D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG
<br /> DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE ANCHOR BOLTS:
<br /> 10d COMMON NAILS @ 6"O.C.AT PANEL EDGES AND 12"O.C. IN THE FIELD UNLESS OTHERWISE 2. DRAWINGS ARE DIAGRAMATIC
<br /> NOTED. CONTACT ENGINEER IF SIGNIFICANT REPAIRS TO MUDSILLS OR ANCHOR BOLTS ARE REQUIRED. ONLY, AND ARE NOT TO BE
<br /> MINIMUM REQUIREMENTS TO BE Yz"DIAMETER @ 6'O.C.. FOR RETRO-FIT ANCHORS, USE USED FOR TAKE OFF
<br /> MECHANICALLY GALVANIZEDYs"x6-1/2"SIMPSON TITEN ANCHORS WITH .229'x3"x3" PLATE QUANTITIES.
<br /> CONCRETE: WASHERS.
<br /> 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH EX. STUD EX. STUD
<br /> MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE
<br /> ENCOUNTERED. (SEE ACI)
<br /> SISTER NEW 2x6 SISTER NEW 2x6
<br /> 2. THE PROPOSED MIX DESIGN AND MATERIALS SHALL BE FULLY DOCUMENTED AND REVIEWED BY ONE SIDE . . BOTH SIDES . .
<br /> THE OWNERS TESTING LABRATORY. RESPONSIBILITY FOR ACHIEVING THE REQUIRED STRENGTH IS
<br /> THE CONTRACTORS. • ' 2 ROWS 16d NAILS. ' ' Nota oate oea«�Ption
<br /> (2) ROWS 16d NAILS. Z Z � )
<br /> 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AFTER 28 DAYS: 3,000 PSI FOR SLABS ON (8) NAILS TOTAL MIN. g � (8) NAILS TOTAL MIN.
<br /> GRADE, FOOTINGS AND WALLS. 4,000 PSI FOR BEAMS AND FIRST FLOOR SLAB. 5,000 PSI FOR • N N '
<br /> COLUMNS. SCHEDULE OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIOD OF TIME
<br /> CUT OUT DECAYED GUT OUT DECAYED
<br /> (LESS THAN 28 DAYa). AREA AND TREAT. AREA, TREAT AND , .
<br /> 4. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE 1 OR TYPE 2 LOW AKALI, TYPICAL ADD BLOCK � � ADD BLOCK.
<br /> UNLESS NOTED OTHERWISE. (OPTIONAL)
<br /> � �
<br /> 5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENT SAND TESTS co 00
<br /> T r
<br /> OF A.S.T.M C-33.
<br /> 6. MAXIMUM SLUMP SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED. 3 1/2'��-
<br /> CONDITION"A" 2" MAX. CONDITION "B"
<br /> 7. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR-ENTRAINED PER ACI 4.2.
<br /> 8. DIMENSIONS SHOWN
<br /> OR NOT SHOWN ON PLANS REGARDING CURBS, OPENINGS, SLOPES AND WALL STU D REPAI R 0 4" 8" 1' 18" � P��dO
<br /> DEPRESSED AREAS AT CONCRETE SLAB AND WALLS SHALL BE VERIFIED WITH ARCHITECTURAL � �
<br /> <
<br /> � �
<br /> DRAWINGS BEFORE PLACING CONCRETE. EDGE NAIL BOTH SIDES ALL IF EX. SHEAR WALL NAILING IS CLOSER THAN 3" �
<br /> AROUND. NAIL SIZE AND SPACING, MEMBER AT ADJOINING PANELS SHALL BE A 3x �
<br /> s
<br /> REINFORCING: SPACING TO MATCH EX. MATERIAL, 2x FLAT OR ADD 2x NAILED TO STUD W/ 16d @ ,d 39855 ¢�
<br /> 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH ACI 318 AND THE ACI CONSTRUCTION DOCUMENT 3"O.C., SPLICE PANEL BETWEEN BLOCK AND STUD AND �0�,�$CISTLR�� �'4��'
<br /> SPECIFICATIONS. DGE NAIL EACH PANEL TO DIFFERENT MEMBER. `�SS�oNAL���'1
<br /> DETAILING MANUAL.
<br /> EXPIRES: 3 21 2018
<br /> 2. GRADE: EX. WALL FRAMING
<br /> A. DEFORMED BARS ASTM A615, GRADE 60.
<br /> B. WELDED WIRE FABRIC PER ASTM A185. _ _
<br /> . . _ _ - ' ' = ' '
<br /> - .- .- .- . .- .- . .
<br /> 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND I 2x FLAT BLOCKING
<br /> Copyright O 2017 J2 Building Consuitants,Inc.All rights reserved.
<br /> .
<br /> INTERSECTIONS. STAGGER SPLICES WHERE POSSIBLE.
<br /> Projed Title:
<br /> 4. CLEAR CONCRETE COVERAGE AS FOLLOWS: ( • ADD NEW PANEL W/SAME NAUTICA CONDOMINIUMS
<br /> A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH---3" THICKNESS AND RATING
<br /> B. EXPOSED TO EARTH OR WEATHER ' AS EXISTING PANELS. AO8 STACK
<br /> #6 OR LARGER------------------------------------------2" INSTALL PANELS 2824 Grand Ave
<br /> ----------1 1/2" •
<br /> #5 OR SMALLER-------------------------------- � � HORIZONTALLY IF H=4'OR Everett, WA 98201
<br /> C. ALL OTHERS PER LATEST EDITION OF ACI 318 = LESS AND VERTICALLY IF
<br /> � H>4'.
<br /> 5. LAP LENGTHS ARE AS FOLLOWS (CLASS B -EXCEPT AS NOTED): �
<br /> #4'S-------------------------------------------------------20„
<br /> #5'S--------------------------------------------------24" �
<br /> #6'S -------------------------------------------------------28
<br /> �� • • PERIMETER OF CUT-OUT SheetT�e. STRUCTURAL
<br /> 6. MAINTAIN 1 1/2"CLEAR MINIMUM BETWEEN PARALLEL BARS. I . SHEAR PANEL NOTES
<br /> 7. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE HELD SECURELY IN PLACE PRIOR TO ' ' ' ' •
<br /> PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT.
<br /> NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT REINFORCING.
<br /> OK FOR PANEL BUTT JOINT TO EX.AB. OR ADD NEW AB. P.T. SILL W/CAPILARY BREAK Scale: As Note
<br /> 8. ALL SLABS ON EARTH SHALL HAVE JOINTS INSTALLED TO PROVIDE APPROXIMATELY 25' BE NAILED TO SINGLE 2X IF PER ENGINEERS BETWEEN SILL AND CONCRETE Drawnby: Date: SheelNumber
<br /> SQUARES, UNLESS DETAILED OTHERWISE ON THE PLAN. WHERE CONCRETE POURS ARE FASTENER SPACING IS 3"OR RECOMMENDATIONS 05/24/2017
<br /> STOPPED,THE JOINT SHALL BE FORMED PER TYPICAL CONSTRUCTION JOINT DETAIL 9/S2. MORE. S'1 . 1
<br /> S H EAT H I N G R E PAI R o 4° s�� ,� �s�� Chedced Dy: Job Number.
<br /> 2 0580209
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