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<br /> ABBREVIATIONS BUILDING CODE GENERAL NOTES POST WSTALLED ANCHORAGE COFFMAN
<br /> QJ -DIAMETER 1. ALL CONSTRUCTION,MATERIALS,AND WORKMANSHIP SHALL CONFORM TO THE 1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE 1. ADHESIVE ANCHORAGES,WHERE SPECIFIED ON THE DRAWINGS,SHALL WOOD ROOF,FLOOR,AND WALL SHEATHING N G I N E E R S
<br /> (E) -EXISTING REQUIREMENTS OF THESE DRAWWGS,SPECIFICATIONS,AND THE CODES,RULES BASED ON PRESCRIBED LOADS,(SEE"DESIGN CRITERIA"SECTION),IMPOSED ON CONFORM TO THE FOLLOWWG: 1. LUMBER AND MANUFACTURED WOOD PRODUCTS SHALL CONFORM TO THE 1. ALL SHEATHING SHALL BE APA RATED, EXTERIOR EXPOSURE 1 PLYWOOD IN
<br /> #,NO -NUMBER AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION, THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE"BUILDING CODE" REQUIREMENTS OF THE BUILDING CODE AND NDS SPECIFICATIONS. CONFORMANCE WITH IBC SECTION 2303.1.5. SEE DRAWINGS FOR THICKNESS, 1101 2nd Ave., SUItG' 4OO
<br /> AS ADOPTED AND AMENDED BY THE CITY OF EVERETT,WASHINGTON, SECTION.THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE A. CONCRETE EPDXY ANCHORS: HIL71 HIT-RE 500 V3 ESR-3814 SPAN RATING,AND NAILING REQUIREMENTS. S@attl@, WA 98101
<br /> ADDL -ADDITIONAL HEREINAFTER REFERRED TO AS THE BUILDING CODE. FOUNDATIONS, BEARING WALLS,SHEAR WALLS,COLUMNS,BEAMS,SLABS,FLOOR SIMPSON SET XP ESR-2508 2. ALL FRAMING LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT
<br /> APPROX -APPROXIMATE AND ROOF FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO OF 19 PERCENT AND GRADED AND MARKED IN CONFORMANCE WITH WCLB 2. ORIENTED STRAND BOARD(OSB)MAY BE SUBSTITUTED FOR PLYWOOD AT ph 206.623.0717
<br /> ARCH -ARCHITECTURAL 2. WHERE NOTED IN THE STRUCTURAL NOTES,CONSTRUCTION,MATERIALS,AND MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. 2. MECHANICAL ANCHORAGES,WHERE SPECIFIED ON THE DRAWINGS,SHALL STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER N0,17, INTERIOR VERTICAL SURFACES ONLY, faX 206.624.3775
<br /> WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS.WHERE CONFORM TO THE FOLLOWING: LATEST EDITION.
<br /> BLKG -BLOCKING THESE STANDARDS CONFLICT WITH THE BUILDING CODE,THE CODE 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 3. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY coffman.com
<br /> BO�x -BOTTOM OF xxx SHALL GOVERN. REQUIREMENTS OF THE DRAWINGS,SPECIFICATIONS,AND THE CODES, A. CONCRETE EXPANSION ANCHORS:HILTI KWIK BOLT TZ ESR-1917 3. LUMBER SHALL BE SPECIES AND GRADES AS FOLLOWS,UON: PRODUCT STANDARDS PS 1-09, PS 2-10,OR APA PRP-108 PERFORMANCE
<br /> BOF -BOTTOM OF FOOTING RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE"BUILDING SIMPSON SB 2 ESR-3037 STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. LASTING creativity�results�relationships
<br /> BOT -BOTTOM GENERAL CODE"SECTION. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING A. JOISTS: HF N0.2.
<br /> BRG -BEARING ASCE7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" STANDARDS SPECIFIED IN THE"BUILDING CODE"SECTION. B. CONCRETE SCREWS HILTI HUS-EZ ESR-3027 4. PLACE ROOF AND FLOOR SHEATHING WITH FACE GRAIN ORIENTED IN THE Permit#: BW18os-Oa7
<br /> BTWN -BETWEEN ASCE/SEI 7-2010 EDITION SIMPSON TITEN HD ESR-2713 B. BEAMS: HF N0. 1. DIRECTION OF THE SPAN. OFFSET ADJACENT ROWS OF SHEATHING PANELS BY Site Address: 2603 E�RAND AVE
<br /> 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT 24"MINIMUM,WITH ALL PANEL EDGES BEARING ON SUPPORTS. ADJUST ALL Owner: SOUNDLINE CONSTRUCTION LLC
<br /> CLR -CLEAR(ANCE) WOOD INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE 3. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE C. POST AND TIMBERS: HF N0. 1. SHEATHING LAYOUTS SUCH THAT NO PANEL IS LESS THAN 16"LONG.
<br /> CONC -CONCRETE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. WITH THE APPLICABLE ICC-ES REPORT,THE MANUFACTURER'S INSTRUCTIONS AND Tenant: [TenNamej
<br /> CONT -CONTINUOUS ANSIIAWC NDS-2015 EDITION SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0,BRACING,SHORING MINIMUM EMBEDMENT REQUIREMENTS. D. PLATES,LEDGERS AND MISC LIGHT FRAMING: HF N0.2. 5. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTSITRUSSES App. Date: 9/25/2018
<br /> CNTR -CENTER(ED) FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. OBSERVATION VISITS TO AT UNBLOCKED ROOF SHEATHWG EDGES. ALL FLOOR SHEATHING EDGES SHALL Praposed Use: SFR DETACHED
<br /> SDPWS "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC" THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF 4. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL E. STUDS: HF N0.2. HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH Description: REPAIR ROTTEQ BACK WALL/REMQVE
<br /> DBL -DOUBLE AWC SDPWS-2015 EDITION THE ABOVE ITEMS. ENGINEER PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-ES EVALUATION SOLID BLOCKING. ALLOW 118"SPACING AT ALL PANEL EDGES AND ENDS OF LOAD 6EARING WALL
<br /> DEMO -DEMOLITION IN ACCORDANCE WITH THE APPLICABLE BUILDWG CODE INDICATWG EQUIVALENT 4. ENGINEERED LUMBER: FLOOR AND ROOF SHEATHWG.
<br /> DIAG -DIAGONAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED OR GREATER LOAD CAPACITIES THAN THE PRODUCTS SPECIFIED AND Reviewed By: Date: � �Z � �
<br /> DESIGN CRITERIA
<br /> DIM -DIMENSION FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN DEMONSTRATING SUITABILITY FOR USE IN CRACKED CONCRETE AND FOR A. EACH PIECE SHALL BEAR A STAMP NOTING THE NAME AND PLANT NUMBER OF 6. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, WSTALL FLAT 2x BLOCKING AT ALL
<br /> DIST -DISTANCE PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH RESISTING SEISMIC LOADS. THE MANUFACTURER,THE GRADE,THE ICGES REPORT NUMBER AND THE UNFRAMED PANEL EDGES AND NAIL WITH SPECIFIED EDGE NAILING PER PLAN. �Office Set 1ob Site Set Fire/Planning Set
<br /> 1. DEAD LOAD CRITERIA THE PLANS. QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE FABRICATED WITH AN
<br /> EA -EACH 5. POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED APPROVED ADHESIVE AND MEET THE FOLLOWING MINIMUM DESIGN PROPERTIES: 7. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE
<br /> WOOD ROOF 12 PSF l
<br /> EMBED -EMBEDMENT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE OR CAST-IN-PLACE ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS UNLESS CONFORMING TO APA SPECIFICATION AFG-01 OR ASTM D3498.
<br /> EQ -EQUAL WOOD FLOORS 12 PSF MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. B. LAMINATED STRAND LUMBER(LSL)
<br /> EXTERIOR WALLS 10 PSF PERFORM THE WORK. E= 1300 KSI, Fb=1700 PSI, Fv=400 PSI NAILING
<br /> FT -FOOT,FEET 2, LIVE LOAD CRITERIA 6. ALL POST-INSTALLED ANCHORS SHALL BE LOCATED TO AVOID DRILLING INTO OR R E M O D E L
<br /> FTG -FOOTING 6. DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR DAMAGING REINFORCEMENT. REINFORCEMENT SHALL BE PLACED WITH C. PARALLEL STRAND LUMBER(PSL) 1. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 OR ICC-ES REPORT
<br /> ROOF LIVE LOAD 20 PSF(REDUCIBLE) TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONSIDERATION OF ANCHOR LOCATIONS. NOTIFY ENGWEER IF ANCHOR LOCATIONS BEAMS: E=2000 KSI, Fb=2900 PSI, Fv=290 PSI N0.ESR-1539. WHERE NAILING OCCURS IN TWO OR MORE ROWS,THE ON-CENTER
<br /> GALV -GALVANIZED INCONSISTENCIES PRIOR TO CONSTRUCTION. CONFLICT WITH REINFORCEMENT.DO NOT CUT REWFORCING OR REDUCE SPACING INDICATED ON THE DRAWINGS SHALL BE FOR EACH ROW. 2 6 O� G R A N D A VE.
<br /> GLB -GLUE LAMINATED BEAM EMBEDMENT LENGTH WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. D. DESIGN SHOWN ON THESE DRAWINGS IS BASED ON LUMBER MANUFACTURED
<br /> RESIDENTIAL FLOOR 40 PSF(REDUCIBLE) 7, FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BY TRUS-JOIST WEYERHAEUSER IN ACCORDANCE WITH ICC ESR-1387. 2. ALL NAILS SHALL BE COMMON WIRE NAILS,UON. PROVIDE MINIMUM NAIL �c� g
<br /> HDR -HEADER BETWEEN DIMENSIONED POINT OF MEMBERS. 7. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE A�TERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND DIAMETERS AND LENGTHS PER THE SCHEDULE BELOW: ��� ��'"
<br /> HGR -HANGER 3. SNOW DESIGN CRITERIA TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS APPROVAL BY THE STRUCTURAL ENGINEER.
<br /> HLDN -HOLDOWN MINIMUM ROOF SNOW LOAD 25 PSF 8• IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, AND THE APPLICABLE ICC EVALUATION REPORT. NAIL SIZE DIAMETER x LENGTH ��� � � ����z
<br /> HORIZ -HORIZONTAL SPECIFICATIONS,OR OTHER CONTRACT DOCUMENTS;THE CONTRACTOR SHALL NOTIFY 5. GLUED LAMINATED MEMBERS: A.SHEATHING NAILS 8d 0.131"x 2-1/4°
<br /> 4. WIND DESIGN CRITERIA THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR 8. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S 10d 0.148"x 2-1/2" • r-r_
<br /> IN -INCHES BEFORE PROCEEDING WITH THE WORK. INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER A. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH � ��I�� ��'� '
<br /> 3-SECOND GUST WIND SPEED,V- 110 MPH TO PRODUCE A DRY,DUST-FREE HOLE. AITC 110,AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SHALL BEAR AN AITC B. FRAMING NAILS 10d 0.148"x 3° � p rm� �R I T S E T
<br /> JST -JOIST 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE 16d 0.162"x 3-1/2"
<br /> EXPOSUREFACTOR C
<br /> JT -JOINT TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE 9. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH OF CONFORMANCE. ��� � � ����►
<br /> IMPORTANCE FACTOR I= 1.00 GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT THE MOST STRINGENT SHALL MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT 3. SHEATHING NAILING SHALL NOT BE OVER-DRIVEN.
<br /> TOPOGRAPHIC FACTOR Kzt= 1.00
<br /> LBR -LUMBER APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN IN ORDER TO PRODUCE AN AIR-VOID FREE INJECTION. B. BEAMS SHALL BE COMBINATION 24F-V4 OR 24F-V8 AS NOTED ON THE DRAWINGS:
<br /> LOC -LOCATION 5. SEISMIC DESIGN CRITERIA FOR SIMILAR WORK,SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER. E=1800 KSI, Fb=2400 PSI, Fv=265 PSI WOOD CONNECTORS �������������OH/O3/�I 8
<br /> 10. DO NOT USE ADHESIVE ANCHORS OUTSIDE OF THEIR RATED TEMPERATURE RANGE. �'�r����������
<br /> MAX -MAXIMUM 10. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS CONTACT THE STRUCTURAL ENGINEER FOR DIRECTION IF THE TEMPERATURE OF C. CAMBER ALL GLU-LAM BEAMS TO 3,500-FOOT RADIUS,UON. 1. WOOD CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE
<br /> SEISMIC USE GROUP II �
<br /> MID -MIDDLE FROM ALL OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL,CIVIL, THE BASE MATERIAL WILL BE LESS THAN 40 DEGREES F DURING INSTALLATION OR MANUFACTURED BY SIMPSON STRONG-TIE AS SPECIFIED IN THEIR CATALOG
<br /> SITE CLASS D Revisions
<br /> MIN -MINIMUM MECHANICAL AND ELECTRICAL. CURING. D. USE EXTERIOR TYPE ADHESIVES. N0.GG2017. ALTERNATE CONNECTORS MAY BE USED SUBJECT TO REVIEW
<br /> IMPORTANCE FACTOR I= 1.00
<br /> MISC -MISCELLANEOUS SS- 1.271 AND APPROVAL BY THE STRUCTURAL ENGINEER.
<br /> 11. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: 11. ALL ANCHORS USED IN EXTERIOR APPLICATIONS,SUBJECTED TO MOISTURE,OR IN E. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE
<br /> N/A -NOT APPLICABLE SDS= 0.847 A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED TREATED WITH A NON-CORROSIVE,APPROVED PRESERVATIVE. 2. ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S
<br /> NTS -NOT TO SCALE SD1 - 0.489 B. SIZE AND LOCATION OF ROOF AND FLOOR OPENINGS. PER ASTM A153 OR STAINLESS STEEL, INCLUDING MATCHING NUTS AND WASHERS. INSTRUCTIONS. INSTALL THE NUMBER,SIZE AND TYPE OF FASTENERS AS
<br /> SEISMIC DE51GN CATEGORY D C. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. F. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE,UON. SPECIFIED BY THE MANUFACTURER.
<br /> OC -ON CENTER D. EXTERIOR WALL SYSTEMS AND FINISH REQUIREMENTS. 12. STEEL ANCHORWG ELEMENTS SHALL BE TNE SIZE AND GRADE SHOWN ON THE
<br /> OPNG -OPENING E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DRAWINGS AND MUST BE CLEAN,DRY AND FREE OF ANY OIL OR CONTAMINANTS. 3. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL
<br /> OPP -OPPOSITE SEISMIC FORCE RESISTING SYSTEM: WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS
<br /> LIGHT-FRAMED WOOD SHEAR WALLS 12. ALL MATERIALS SHALL BE DELIVERED,STORED AND HANDLED ACCORDING TO THE 13. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE BEARING ON WOOD. INSTALLATION OF BOLTS SHALL CONFORM TO NDS SECTION
<br /> WOOD FRAMING
<br /> PL -PLATE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.PROTECT EMBEDMENT DEPTHS.ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL 12.1.3 AND INSTALLATION OF LAG SCREWS SHALL CONFORM TO NDS SECTION 12.1.4.
<br /> DESIGN BASE SHEAR(SEISMIC),V= 2.5 KIPS
<br /> PREFAB -PREFABRICATED ALL ITEMS FROM DAMAGE,MOISTURE;CORROSION,OR DETERIORATION BEFORE, BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED 1. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM
<br /> RESPONSE COEFFICIENT,Cs= 0.130
<br /> PT -PRESSURE TREATED RESPONSE MODIFICATION FACTOR,R= 6.5 DURING AND AFTER INSTALLATION. CODE APPROVALS. STANDARDS OF THE IBC. 4. ALL SHIMS SHALL BE SEASONED AND DRIED,AND BE THE SAME GRADE(MINIMUM)
<br /> DEFLECTION AMPLIFICATION FACTOR,Cd= 4.0 AS THE MEMBERS CONNECTED.
<br /> REINF -REINFORCING EXISTING CONSTRUCTION 14. PROVIDE THE FOLLOWING MINIMUM EMBEDMENT DEPTHS FOR CONCRETE 2, DO NOT NOTCH ANY STRUCTURAL WOOD MEMBERS. SEE TYPICAL DETAILS FOR PRO�ANE TA�JKS HFAT PI IMPS ANtI
<br /> REQD -REQUIRED EQUIVALENT LATERAL FORCE PROCEDURE USED EXPANSION ANCHORS,UNLESS OTHERWISE NOTED: ALLOWABLE HOLE SIZES AND LOCATIONS FOR UTILITY PASSAGES. WOOD PROTECTION 07NER EQI�iPMENT O�APPURTENANCcS
<br /> 1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE MaY NOY E3E LOCA7ED IN THE �RONT
<br /> SCHED -SCHEDULE 6. FOUNDATION DESIGN CRITERIA ONLY.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 1/2"�EXPANSION ANCHORS 3-1l4" 1. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR AtJD SI�E SEl'BACKS. PROPAPJE 1'ANKS
<br /> SHTHG -SHEATHING 5/8"Q�EXPANSION ANCHORS 4" WALL FRAMING MASONRY SHALL BE TREATED IN ACCORDANCE WITH AWPA STANDARD U-1 TO REQUI�E ADDI710NAL PERMITS ISSUED
<br /> FABRICATION.THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION
<br /> SIM -SIMILAR SOIL PROFILE TYPE- SITE CLASS D OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE 3/4"f�EXPANSION ANCHORS 4-314" THE REQUIREMENTS OF USE CATEGORY 2(UC2). INSTALL(2)LAYERS OF BY TNE EUERETT�IR� DE�ARTMENT
<br /> STRUCT -STRUCTURAL 1, ALL BEARING AND EXTERIOR STUD WALLS SHALL BE A MINIMUM OF 2x6 @ 16"OC, ASPHALT-IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LUMBER AND PRIOR TO �iVS�FALLATION.
<br /> FOUNDATION TYPE= SPREAD AND STRIP FOOTINGS BEGINNING WORK.ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE UON. WALL TYPE CALLOUTS SHOWN ON THE PLAN SHALL APPLY TO THE ENTIRE
<br /> ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. WALL LINE AT WHICH THE CALLOUT OCCURS. PROVIDE TWO STUDS MINIMUM AT CONCRETE OR MASONRY.
<br /> TO xxx -TOP OF�oc REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS,EMBEDMENTS AND
<br /> TOSL -TOP OF SLAB THE ENDS OF ALL WALLS. 2. ALL FRAMING WHICH WILL BE EXPOSED TO WEATHER OR MOISTURE SHALC BE
<br /> PASSIVE EARTH PRESSURE= 100 PCF OPENINGS NOT SHOWN.REFER TO MECHANICAL,PLUMBING AND ELECTRICAL
<br /> TOW -TOP OF WALL TREATED IN ACCORDANCE WITH AWPA STANDARD U-1 TO THE REQUIREMENTS
<br /> COHESION= 130 PSF PLANS FOR DUCTS,PIPING,EMBEDMENTS,AND OPENINGS NOT SHOWN. 2. ALL EXTERIOR WALLS SHALL BE CLAD WITH WOOD SHEATHING AND NAILED PER
<br /> TYP -TYPICAL OF USE CATEGORY 3(UC3).
<br /> T&B -TOP AND BOTTOM MINIMUM REQUIREMENTS,UON. Registration
<br /> NO SOI�S REPORT AVAILABLE.BASED UPON THE PRESUMPTIVE SOIL VALUES 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM
<br /> T&G -TONGUE AND GROOVE 3. FIELD TREAT ALL CUTS,END AND HOLES IN PRESSURE TREATED LUMBER WITH
<br /> PER IBC TABLE 1806.2 THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE 3. INSTALL SOLID BLOCKING FOR ALL WOOD COLUMNS AND POSTS THROUGH
<br /> SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWWGS.THE CONTRACTOR COPPER NAPHTHENATE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. gY S• �J
<br /> UON -UNLESS OTHERWISE NOTED FLOOR SPACES TO SUPPORTS BELOW. oF WAS �
<br /> MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN ��, �I�,�
<br /> PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. 4. ALL STEEL COMPONENTS,HARDWARE OR FASTENERS FOR WOOD FRAMING �, •.,
<br /> pr�siDility. ta �.sta�iish �J7� �taft� �tl 4. INSTALL SHEATHING,GYPSUM WALL BOARD OR BOTH ON EACH SIDE OF ALL �,
<br /> VIF -VERIFY IN FIELD ' ' MEMBERS EXPOSED TO THE EXTERIOR,MOISTURE OR IN CONTACT WITH � �
<br /> I[ iS cWn2rs resp BEARWG WALLS TO BRACE STUDS AGAINST BUCKLING.
<br /> VERT -VERTICAL 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED,THE CONTRACTOR SHALL � PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED PER ASTM
<br /> property lines; A1231A153. LIGHT GAGE CONNECTORS SHALL BE GALVANIZED PER ASTM A653, �n ,�'��� '
<br /> VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY 5. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL LOAD BEARING '"d �
<br /> WWF -WELDED WIRE FABRIC DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION TYPE G185 MINIMUM(SUCH AS SIMPSON ZMAX STEEL OR EQUAL)OR TYPE 304 �' �' 33 i
<br /> WI -WITH PRIOR TO BEGINNING WORK. WALLS OVER 12'-0°IN HEIGHT. OR 316 STAWLESS STEEL. CONNECTORS FOR PRESERVATIVE TREATED WOOD ��'�, AL E��� ti�
<br /> W/O -WITHOUT 6. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO USING ONLY SBX/DOT ZINC BORATE NEED NOT BE GALVANIZED. SSIONAL ���
<br /> 4. EXISTING CONSTRUCTION,FRAMING MEMBERS AND DIMENSIONS HAVE BEEN IF FSUILDINU IS NOT YU�ITIONEI3 t�� WOOD FRAMWG BELOW WITH 16d NAILS AT 16"OC STAGGERED,OR BOLTED TO 5. STAWLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL 8/1I2018
<br /> ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWWGS INDICATED pliT AYPROV�.� ;,ITE PLAN, CONCRETE WITH 518"DIAMETER ANCHOR BOLTS @ 4'-0"OC(EMBED 7"},UON. CONNECTORS AND HOT DIPPED GALVANIZED FASTENERS PER ASTM A153
<br /> FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS A�NEW SITE PLAN SHf�LL $E �UBl�✓IIT- 3°x 3"x.229"PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR SHALL BE USED WITH GALVANIZED CONNECTORS.
<br /> BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATES �'�U• iJ0 FURTHER Ii'�ISPECTIOI�iS 1�/II,� BOLTS. PROVIDE A MINIMUM OF TWO ANCHORS PER SILL PLATE PIECE WITH ONE •
<br /> TO THE AS-BUILT CONSTRUCTION SHALL BE REPORTED TO THE �E P�f�DE ��t`I'�IIs yP�,UJLCT UNTIL THE ANCHOR PLACED AT 6°FROM EACH END. 6. PROVIDE FLASHING,SEALANTS AND FINISHES PER THE ARCHITECTURAL Key Plan
<br /> ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. REVI�Ei�` �;I��, p�,�eJ�fL,� gEEN APPAOV- DRAWINGS TO PROTECT ALL EXTERIOR WOOD SURFACES FROM MOISTURE.
<br /> ED BY THE BUILUII'1G�f'UBLIC WORKS 7. WHERE MULTIPLE 2x STUDS ARE USED TO CREATE BUILT-UP POSTS OR BLOCKING
<br /> 5. UNLESS SPECIFIED OTHERWISE,LOCATION AND ELEVATION OF NEW STRUCTURAL DEPTS. EACH ADDED PLY SHALL BE SISTERED TO THE PREVIOUS PLY WITH FACE NAILS. ������������ ���,�����
<br /> ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR AT SHEAR WALL END POSTS AND BLOCKWG NAILS SHALL BE 10d AT THE EDGE NAIL ���, .�.�;� ��� � ��' ����l�4l�'��
<br /> RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED SPACING SHOWN IN THE SHEAR WALL SCHEDULE.AT ALL OTHER LOCATIONS ,���� �a� ��)�����,;
<br /> ON THE PLANS,SECTIONS AND DETAILS. SISTERING NAILS SHALL BE 10d AT 12"OC. SISTERING NAILS SHALL BE STAGGERED ��•
<br /> ;, , . .� .. . ._. ., ,
<br /> IN ALL INSTANCES. �.�1 s��l,���j�� � ���.������,
<br /> �f, r , - :, . , �� :
<br /> . ,.. .., � ���������i � ���-����r�r�
<br /> 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ` Q#�ADIt�l� AND. DRAINAGE , 8. PROVIDE"AC"OR'BC'POST CAPS AT ALL POST TO BEAM CONNECTIONS,UON. AT
<br /> ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT
<br /> OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL ' ��`� POST TO CONCRETE CONNECTIONS PROVIDE"ABU"OF"CBSQ"POST BASES,UON. �� ������.����
<br /> NEW ELEMENTS. W ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL 1° �r������'�� SFi��i be triacle f�r �Yie contro? an� drain�ge of s�_irPar_e POSTS IN WALLS MAY BEAR ON THE SILL PLATE.
<br /> DEMOLITION DRAWINGS,MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS water arUund. buiiding� by: gutters, drain lines, inlet� and catch
<br /> MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORKAS INDICATED ON basins or other necessary drainage structia�e, and shall b� installed FLOOR AND ROOF FRAMING
<br /> THE PLANS,SECTIONS AND DETAILS. where storm wat2r disposa{ cannor b� obtained witiiout their use or
<br /> 1. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND .
<br /> DEMOLITION wii�re erosi�n cannot be prevented by finish grading and pian�i��g. OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS W
<br /> Ut'y tivells shall not be instalied ir; a�ea� where the �oi( is na�' �I�If THE FLOORS AND ROOF. Sheet Title
<br /> 1. ALL DEMOLITION SNALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE draine�! an�t��r porous.
<br /> EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. AT BEARWG SUPPORTS BEAR JOISTS AND RAFTERS 2"MINIMUM ON PLATES AND
<br /> BEAMS,UON. BEAR BEAMS FULL LENGTH AND WIDTH ON SUPPORTING WALL ST R U CT U RAL
<br /> 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO ��. �rading st�al! be provideci �o ir.,ure: PLATES AND POSTS,UON.
<br /> REDUCE SUCH DAMAGE TO A MINIMUM. AB B R EV I AT I O N S
<br /> (a) Div�rsior� o� water awa� fr�irri �iuii�lings. � 3. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON"HU°
<br /> 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED (b) F'revention of standing water arad soil saturation detr�mer,c�I SERIES JOIST HANGERS,UON.
<br /> DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. fn skructures and lot use. AN D N OT E S �
<br /> (cj ��hat naturai ctraina e r; 4. INSTALL SOLID BLOCKING AT ALL BEARING POINTS,
<br /> g i�annels nr basins are no� block�� ��r
<br /> SPECIAL INSPECTION f��i�r�' 5. TOENAIL JOISTS TO SUPPORTS WITH TWO 10d NAILS EACH END.
<br /> (d) l�rovisians r"or the disposal c�f �NatAr.from � lo�.
<br /> 1. SPECIAL INSPECTION IS NOT REQUIRED FOR THIS PROJECT. ��) �'r�i�c#ion of adjoinin, �rQpz:t�; 6. TOENAIL BLOCKING TO SUPPORTS WITH 10d @ 12°OC.
<br /> . 7. NAIL ALL BUILT-UP BEAMS/HEADERS TOGETHER WITH 10d @ 12°OC STAGGERED.
<br /> sca�e: NONE .
<br /> 8. PLACE CANTS OR CRICKETS OVER CONTINUOUS ROOF SHEATHING WITH DRILLED
<br /> VENT HOLES PER THE ARCHITECTURAL DRAWINGS. CEI Project No: � HO979
<br /> �ate: 08�03�18
<br /> Designed: B�W
<br /> Drawn: CE�
<br /> ;� �
<br /> ���'a ��' ��s i�� 9 � Checked: ES�
<br /> .r� �����'�1�� ��� ������� .
<br /> Sheet Number
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