|
[�[KJ�[| �[��|��[N/�[ �[�F�|T|MN
<br />|�L-|Y|[-L_[~ |\L-`�|L/I_|�\�L- ��L/L/| ||LJ|�
<br />SHEET INDEX
<br />'�"ITRIJCTUPAL
<br />NOTE)'
<br />THE "INTERNATIONAL BUILDING CODE` (IBC). 2015 BJIT0N, AS ADOPTED AND MODIFIED BY THE C0/ OF EVERETl
<br />CCOOV�N�THE N�TROUC�ON OF THIS PROJECT.REFERE�CE TO A 'SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR, FROME
<br />PLANCE 'WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION' OF THE MATERIALS REFERENCE 3TANDARDS SHALL BE
<br />U5ED
<br />tDF
<br />: STRUCTURAL DESIGN ADDITION TO A WOOD FRAMED HOUSE.
<br />{TION" THE R]LLOVV|N(_ DEFINITIONS APPLY TO THESE GENERAL NOTE31-
<br />^ ''3TRUCTUR4L EMG|NEER OF RECORD" /EOR` - THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING S|GN|NG3 THE STRUCTURAL
<br />D0CJ F1R THE PRUJFCT. THE FOR |� RESPONSIBLE FOR THE DESIGN UP THE PRI�ARY STRUCTURAL SYSTEM.
<br />: NOTES ON THE |ND(V|DUAL DRAWINGS SMALL GOVERN OVER THESE GENERAL NOTES.
<br />: REFEF, TO THESE NOTEG, STRUCTURAL DRNAl|NG8, AND AR'CH|TECTURAL DRAtN|NGS WHICH SERVE AS SPECIFICATIONS FOR THIS PROJECT.
<br />!_,T RlJ #L_{'LTA8~�� TM[ 3TRUCTURAL CRA0|NGS ARE INTENDED TO 3HOY1 THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO
<br />SH]t ALL DETA|THE �ORK
<br />T � REFER TO THE ARCHITECTURAL DRAWINGS FOR (NFDRMAT|DN INCLUDING, BUT NOT LIMITED TO: D|MEHS|0NS, ELEVAT|DWS, SLDPE8, DOUR
<br />AN] �|ND�� 0�[N|NC6. NON-@EAR|NO ��LL3, CURTA|N WALLS, STAIRS, ELEVATORS, CURBS, DRA|NS, DEPRESS0NS, RA|L)NG5, WATERPROOFING, FINISHES AND OTHER
<br />NON�TRUCTU|TE�S
<br />r-T HE
<br />� THE [OR |S R�SPONS|BLE FOR THE STRENGTH AND �TA0UY �OF THE PRIMARY STRUCTURE |N ITS COMPLETED STATE.
<br />CO
<br />� THE CONTRACTUR |� RL'PONS|BLE FOR THE MEANS AND ME]H�DS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS,
<br />5U�H A� OSHA AND V%,SHiV THE CONTRACTOR IS RESPONSIBLE P0R, THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AWD SHALL PROVIDE
<br />TEWPOHARY SHOR|NC. BRACING &ND OTHE? ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED, IT IS THE CONTRACTOR'c-
<br />RESP()NS|8|L|TY TS BE F&W{L|AR �|TH THE �ORK REQUIRED XN THE CONSTRUCT|ON DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY,
<br />� IN CASE UF DISCREPANCIES BET�[EW THESE GENERAL NUTES, THE CONTRACT DRAWINGS AND SPEC|F|CAT0I,JS' AND/OR REFERENCE SlANDARDS,
<br />THE EOR SHALL �",ETERW|NE H|CH SHALL QOVERN, D!cCREPANCyE8 SHALL BE BROUGHT TO THE ATTENTION OF THE EOR BEFORE PROCEEDING WITH THE WORK.
<br />kC_ORD|N�i. FL|CT IN DR 8ETP,EEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.
<br />� THE C0NTR&CTDR SHALL VERIFY ALL D|MEN3101,,iS AND CONDITION'-: AT THE SITE PRIOR TO FABRICATION ANC/OR CONSTRUCTION. CONFLICTS
<br />8EJf[[N THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE EUR BEFORE PROCE[O|NG WITH THE WORK. ALL
<br />RU|E3HLBDEERED BY THE CONTRACTOR PRIOR T0 �XCAY/�|DW OR DRILLING,
<br />UTILITIES: THE CDNTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY UTILITY
<br />||4F0R�4T|DN SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT WECE8SAR|LYCOMPL[TE.
<br />{�_N STRUCTURE DURING CONSTRU�TON SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED
<br />E���
<br />CD%STRUCT|0N
<br />THE ROOF ',-NOW LOAD |S DETERW|WED BY US|NG CHAPTER 7 OF ASCE 7-18 IN /ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING
<br />FALTORS:
<br />�r�|�U� �OOF DES|�N L0AD 2� P�F ��HODT OR|FT
<br />�ND�
<br />|W�ORT4HC[ FACTOR. |� � 1O
<br />�LAJ �[0F 5NO� L�AD. pF = 35 ��F
<br />THERW. CT = lU
<br />N!",!_{����� 0|N1r) L0�D |S DETERI |NED UG|NQ CHAPTEf 28 OF ASCE 7-10 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS/
<br />8"c>C �|ND SPE[D �3-SECOND 'UQT\ V = 110 MPH
<br />#|*D |WpDRTANCE FACTOR N'l = |"O RISK-CATECDRY = ||
<br />EXFU�URE C�TEC0RY = B G'CH = iO.18 Kzt=1.D
<br />����|�1}[�S�0� EARTHDUAKE DES|C;N IS -ETERW|NED U�|NC CHAPTER 12 ASCF 7-10 IN ACCORDANCE WITH IBC CHAPTER 16 WITH THE FOLLOWING FACTORS:
<br />!RTA"CE F4CT0R |E = 1jQ
<br />R|SK C4TECORY= ||
<br />J57 � �D5 = 0.905 G
<br />3Dl = 0�515 G
<br />S|TE CL4S� = D �E|SW|C DES7|GN CATEGORY = D
<br />FQR�[ RESISTING SY"TENI: A-15 (BEARING WALL 5YSTEMIS) LIGHT -FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR
<br />RESF
<br />° AN�LYS|S FRDCLDURE: [OU|VALENT LATERAL F3RCE PROCEDURE, PER A'CE 7-10, SECTION 12.8
<br />� CS = O14
<br />° C� = 4
<br />^ �=25
<br />� DES|�N 8AIE SHLAR ��D �QVERWED M/S V = 21,21K, SEISMIC GOVERNED L/� Y = 1l4K. SEISMIC GOVERNED PER A3C[ 12-3].3 E&5
<br />0FECTiON
<br />D�[�[ZJ�|W��
<br />ROOF TOTAL LDAD L)EFLLCT|ON L|WO. L/24D
<br />ROOF L|VE LDAD DEFL[�T|ON L|�|T� L/380
<br />ROOF (LIVE. ) 20 PSF
<br />25 PSF
<br />e,i i rTION IS SUBJECT TO INSPECTION BY THE BUILDING, OFFICIAL IN ACCORDANCE WITH IBC SEC 11 OTHE CONTRACTOR SHALL COORDINATE
<br />`LL k"l NITH THE BLJIL1DiNG, OFFICIAL. c1,_J1BkA1T COPIES OF ALL NNISPECTION REPORTS TO THE A,RCHITECT/ECR FOP REVIEW, THE BUILDING
<br />f rj I. i P - -1-1c `11' 411W. REF-jCARTS BY APPROVED 1NSPE,70N AGENCIES IN LIEU OF BUILDING OFFICIAL'S INSPECTIONS. THE CONTRACTOR SHALL
<br />L 1,) TH'IRD-PAR%TY INSPECTION AGENCY AND CONTRACTOR SHALL ALERT THE ARCHITECT/EOR AS SUCH,
<br />__)I� THE ISIPECTIONS REQUIRED BY 16C SEC 110; A SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AS AN INDEPENDEItiT
<br />'PE I M HE SPECIAL INS PECTIC) NS PER IBC C'H1-1. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED TESTING - Ei -Y
<br />�-L( lit, THE CONTRACT DOCUMIENTS, AND/OR THE PROJECT SPECIFICATION. SPECIAL INSPECTIONS SHALL MEET THE
<br />lip"I! THE SPECIFIC', t,"IATER.IALS) S'ECTION�S OF 1B`,` SEC 1705. THE CC)I`,JT�A TOR IS REIDPO,,SBLL FO SCHEDULING THE INSPECTIONS, PEP, THE
<br />C}
<br />|N� BARS INSTALLED IN HORIZONTAL OR UPWARDLY
<br />..~ REINFORCING
<br />INSTALLATION 0F AM�HDR� AND REINFORCING BARS INSTALLED |N VERTICAL ORIENTATION.
<br />[]
<br />" AND FOUWDAT|DNc"
<br />u_ CITE0ONS, FILL PLACEWENT, AND LOAD -BEARING REQUIREMENTS SMALL BE AS REQUIRED BY SECTION 1705.6 AND TABLE
<br />+_
<br />�
<br />\
<br />LI
<br />m
<br />m
<br />W
<br />Z
<br />PASSIVE EARTH PRESSURE = 25O PCF
<br />COEFFICIENT OF FRICTION = 0.25
<br />SOIL UNIT VVBQHT = 125 PCF
<br />RESTRAINED CONDITION; = 1OPSF * H
<br />50SW|C CONDITION = 7 P�F* H
<br />: ALL SLABS-0N-CRAU[ AND FOUNDAJ|DNS �HALL BFAR 0N STRUCTURAL CCIWPACTED FILL OR COMPETENT NATIVE SOIL AS
<br />NOTED IN THESE DOCOWENTS, EXTERIOR PER|WETER FOOTINGS' �HALL HEAR NOT LESS THAN 1Q INCHES BEL]� FINISH GRADE, OR AS REO0|RED BY THE BUILDING
<br />OFFICIAL, |WTERfOR FOOTINGS SHALL BEAR NOT LESS THAN 12 1NCHE� 8[|JJ�A` FINISH FLOOR
<br />WALLS:FOUNDATION STEI/ UWLE"S 0THER�|3E M0TED ON THE DR4W|�G5. THE WAX|WUM FOR ALL FOUNDATION STEW WALLS
<br />(DIFFERENCE IN [LE\hT0N BET�EN INTERIOR AND EXT�R|OR SO|L �9ADE�) �N'' �NALL B[ 2'-��A|N�A �|N|�U� �'" S�PARAT|QN B[]lW��N �i0��H CR�D� AND
<br />N
<br />UNTREATED WOOD FRAM|NG.
<br />Q SHALL B� � ��-DRA|N|N� �AT�R|A[ PLACES, �� ��%i�UW LOOSE LIFTS U� 12'OR ASB4CkFU�|NG: BACK�LL B[H|ND RETAINING AN
<br />DIRECTED BY THE �E0TECHN|C4L REP�RT. BACKRLL BEH|ND �&LL5 SHALL N8l BE PLACED QEFORE THE WALL �5 PROPERLY SUPPORTED BY THE FLOOR SLAB �R
<br />TEMPORARY BRAC<NG, BACKR[L SHALL BE COWPACTED US|NC E0U|1DWENT ONLf� THE C,UNTRACTOR --HALL REFRAIN FROM OPERATING HE/0Y
<br />EQUIPMENT BEHIND RETAINING AND FOUNDATION WALLS �V|TH|N A D[S-1VNCE EUUAL TO OR G�EkJER THAN THE HEIGHT OF THE WALL, UNLESS OTHERWISE APPROVED
<br />BY THE EOR, ALL TOPSOIL QRGAN|C"� AND L0D5E SURFACE SD|L 3HAUL BE REMOVED FRDW BENEATH FILL SUPPORT|NC CONCRETE SLAB OR PAI/ING.
<br />CAST-II,I-PLACE CONCRETE
<br />REFERENCE STANDARDS: [011FORM3 TO THE LATEST EOU|ON3 OF THE FOLLO�|NG:
<br />(1} AC| 318 ''OU|LD(NG COD[ REOU|R[NIENT8 FOR STRUCTURAL CONCRETE AMD CONAWENTARY".
<br />(2} IBC CHAPTER 19
<br />CONCRETE M|YTURES� CONFORM TO AC| 318 CHAPTER' 19 "CDNCRETE: DESIGN AND DURABILITY REQU|REIvENT3,"
<br />MATERIALS/ CONFORM TO AC| 318 CHAPTERS 19 & 2(1
<br />CONCRETE MIX DESIGN: ALL CONCRETE SHALL BE F'C = 2.500 PSI OR CREATER. TEST ACE SHALL BE 28 DAY STRENGTH, MAXIMUM AGCR[QATE SIZE SHALL BE 1".
<br />EXPOSURE CLASSIFICATION SHALL BE F2,C[. MAX N/C RATU0 is 0�45� AIR' CONTENT 4.5`7
<br />CONCRETE (CURING: CONTRACT3R RESPONSIBLE F0R USING CONCRETE CUR|NG METHODS TO PR0VlDEA HIGH (QUALITY CONCRETE FINISH BASED ON INDUSTRY
<br />STANDARDS.
<br />TESTING AND ACCEPTANCE� SHALL COWPLY WITH RE0U|REWEWT5 OF ACL
<br />CONCRETE REiNFIjRCE�,,,AENT
<br />REFERENCE STANDARDS: CONFORM TO-1
<br />1 301 "STANDARD SPEC|HCAT|(Y0S` FOR STRUCTURAL CDNC�ETE
<br />(2) |BC CHAPTER lS
<br />(J) AC1 318 AND 4C| 3181-
<br />MATER|ALS:
<br />REINFORCING BARS A3TM A61.5 GRADE 60 DEFORft,4ED BARS
<br />WOOD FRAMINO
<br />REFERENCE STANDARDS.- CONFORM TO:
<br />(1 IBC CHAPTER 23 ,'WODD.°
<br />(2) MQS AND NDS SSUPPLEWEMT - "NATIONAL DESIGN SPEC|F|CATUN R]R WOOD CON5TRUCTIONI."
<br />(3` ANS|/TP| | "NATIONAL DESIGN STANDARD FOR YY00D TRUSS CONSTRJCDON�~
<br />(4) BCSY 2013 'BUILDING COMPONENT SAFETY INFORMATION!.`
<br />IDENTIFICATION: ALL SAWN LUNDER AND PRE-WANUFACTURLD WOOD PRDDUCT3 '�HALL BE IDENTIFIED BY THE GRADE MARK OR 4 CERllF|CAT[ OF INSPECTION
<br />ISSUED BY THE CERTIFYING AGENCY.
<br />MATERIALS:
<br />SAWN LUMBER: CONFORM TO CRAD|N(3 RULES OF '�'I(VPA, �CUB. OR HLGA, FINGER JOINTED STUDS ACCEPTABLE AT |NTEFUOR NON-STRUCTURAL WALLS ONLY,
<br />POSTS 4X4' 4X5, 4X8 HE NO 2
<br />JOISTS 2X6 -- 2XI2 HF NO2
<br />BEAMS 4X8 -- 012 HF NO. 2 `
<br />POSTS 6X8, 8X0 HF NO- 2
<br />P.T. FRAIA|WG HF NO 2
<br />WOOD STRUCTURAL SHEATHIN (Flur"'orofol-))� VV0OD APA-RATED STRUCTURAL `)HE),�THJNG' |NCLUDES: ALL VENEER PLYW0OU, ORIENTED STRAND BOARD, VVAFERBOARQ,
<br />PAHT|CLEBOARU, T1-11 S|D|N�. AND COMPOSITES OF VENEER AND WOOD BASED RIATER|AL. CDNFORMI TO PRODUCT STANDARDS PS-1-95 AND PS-2-82 OF THE
<br />U.S. DEPT, OF COMMERCE AND THE 4,4ERyCAN PLYNOOO ASSOCIATION (APA)
<br />ROOF 15/32" 24/10 C-D 1
<br />WALLS 15/32^' 32/16 C-O |
<br />JOIST HANGERS AND � S|IvIP3O11 0It! S-T;E CONJPANY !NC, A5 SPECIFIED h THEIR L»JE3T CAT ALOCS YYAS JSED AS THE BAS|S DF DE3|GN FOR THIS
<br />PROJECT. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEYHAVE CURRENT tCC-ESR/|APW0-ER APPROVAL FOR
<br />EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE RLViE�ED �ND AP TO' 8Y THE EOR PRIOR TO ORDERING. CONNECTORS '-"HALL BE INSTALLED PER THE
<br />MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT -PvVD J,EI18ER`1. PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. UNLESS NOTED
<br />OTHERWISE ALL NAILS SHALL BE FULL LENGTH CORINON NAIL STRA�S TO VOOD FRxMhC LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD
<br />TO SHRINK AND THE BU|LD|NG TO SETTLE.
<br />STAPLES:NAILS AND CONFORM TO |8C SEC 2�0,16 "NAILS' AND STAPLES.'; UNLESS NOTED ON PLAW8, NAIL PER IBC TABLE 2304.10,1. UNLESS NOTED OTHERWISE
<br />ALL NAILS SHALL BE COWMOk. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
<br />COMMON NAILS
<br />SIZE LENGTH DIAMETER
<br />8D 2-1/2" 0.1'l1''
<br />|OD i" 0.14E,"
<br />10D 3-1/2" 0,162"
<br />16D SINKER 3-l/4' 0]481'
<br />LAG BOLTSZBOLTS: CONFDRW TO ASTW A ',O7PR04DE VvIASHERS UNDER THE HEAD� AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING 0W WOOD.
<br />WOOjQ : MOLDOWIN3 SPECIFIED ARE AS WANUFACTURED OY STRONG -TIE CDMIPA#Y INC. ADDITIONAL FRAMING MEMBERS SHALL BE PROVIDED PER
<br />THE WAWUFACTURER`S REUU|REMENTS, ACCEPTABLE EOU|VALENT PRODUCT SU8ST|7UTIONS ARE AVAILABLE FRO�tti OTHER MANUFACTURERS WITH EOR APPROVAL, DO
<br />NOT COUNTERSINK HOLQOVVN BOLTS.
<br />NAILING � PROVIDE V|N|MIUM NAILING |N ACCORDANCE WITH IBC TABLE 2304,10,1 "FA'STEN|NG SCHEDULE" EXCEPTAS NOTED ON THE DRAWINGS,
<br />NAILING FOR ROOF/FLO(`R DJAPHRAGWS/SHEAR WALLS SHALL BE POP DRAW|NG5. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF
<br />SHEATHING.
<br />STANDARD LIGHT -FRAME C'OLISTRUCTJON' UNLESS NOTED ON THE DRAV,1|NGS, CONSTRUCTION SHALL CONFORM TO |DC SEC 2J08 "CONVENTIONAL LIGHT -FRAME
<br />C0NSTRUCT0Q" AND IBC �EC 2384 "GENERAL CONSTRUCTION REOU|REWENT£.^
<br />/I NALL FELIJINIG (UNLESS NOTED OTHERWISE ON PLANS AND DLTA|LS\ ALL INTERIOR WALLS SHALL BE 21V4 (-St 18^'OC AND ALL EXTERIOR WALLS SHALL BE
<br />2X4@ 16'`OC PROVIDE (2) BUNDLED STUDS Y|N AT V,�ALL ENDS AND EACH 11"|DE OF ALL OPEN|NGS, ALL SOLID SkNN LUMBER BEAMS AND HEADERS SHALL
<br />BE SUPPORTED BY A W11J|WUI`�1 OF /2` TR|k/ AND (1) KING' STUD AND ALL GLULAM, OR ENGINEERED WOOD BEAMS AMD HEADERS BY (2) TRIM AND (2) KING
<br />STUD3, PROVIDE M|N|WUW /2 2X8 HE4DERS AT ALL |NTERXOR AND EXTERIOR '041--.1-1- OPENINGS. STITCH-NA|L BUNDLED STUDS \Y|TH (2) 10D @ 12^'OC.
<br />PROVIDE SOLID BLOCKING THRU FLOORS TC 'SUPPORTS 8ELO%N' FOR BlE4RINS WALLS &NID P05JS. /l-0ACH BOTTOM PLATES OF STUD 'WALLS TO WOOD FRAMING
<br />BELOW WITH 180 0D 12"0C OR TO CONCRETE VV/TH 5'8''-DiA. ANCHDR BOLTS X 7" EMBEDIvI[NT AT 4L8"oG, REF[RTO SHEAR 'WALL SCHEDULE FOR SPECIFIC
<br />SHEATHING, STUD, AND NAILING REQUIREMENTS AT SHEAR WALLS, PROVIDE CYP3UMi SHE/TH11"IG ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON
<br />EXTERIOR SURFACES.
<br />/2\ � (UNLESS NOTED OTHERWISE ON PLANS AND DETAILS) PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL PARALLEL BEARING PARTITIONS
<br />AND SOLID BLOCKING AT ALL BEARING POINTS, PROVIDE DOUBLE J0STS AROUND ALL RODF/FILOOR CPEN|NGS, WWO0-JO|STS/RAFT[Rs SHALL BE
<br />3T|TCH-NA|LED TO�ETM�R VV|TM (2)1UD (� 12^'DC, PROVIDE ROOF SHEATHING, EDGE CLIPS CENTERED BETNEEM FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL
<br />FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLDCK|NG, ALLOW 1/8^ SPACING AT ALL PANEL EDGES AND ENDS
<br />OF ROOF/FLOOR SHEATHING- ROOF/FLOOR `)HE/THING SHALL BE LAID FACE CRA|N PERPENDICULAR, TO FRAMING MEMBERS.
<br />: WOOD MATERIAL USED FOR THIS, PROJECT SHALL HAVE W0STURE CONTENT OF 19% EXCEPT FOR THE PRESS URE-TREATED WOODSILL
<br />PLATE, REFER TO TESTING & |NSPECT0J,,�S FOR THE VEB|F(CAT|ON 8FTMESE LIMITS. THE 1,,.,rt&X|f1/UM IvI0I5JURE COJjLTENT REQUIRED MAY BE LESS THAN 18% WHEN
<br />BASED ON A PARTICULAR 5YSTEitotl, REFER TO THE ARCH|TECT� DRAVY|NK 5, AND PROJECT SP[C|F|CAT|ONs' OR WITH CLADDING INSTALLER FOR
<br />MAXIMUM RECOMMENDED MIDi5TURE CONTENT.
<br />PRESERVATIVE : WOOD WATER|ALS ARE REOU|RED TO BE "TREAJED t%100D"i U|VD[� CERTA|N �0NDUT|0NB IN ACCORDANCE �|TH IBC 3EC 2304,12
<br />"PROTECTION AGAINST &ItD TER�|TES;^ C0kFOR� TO TH[ ND�RDS OF 7HE A51SOC|ATR)N (A�NP4} FOR 8A:'NN
<br />LUMBER, GLUED L4W11,4TED T|WBER, ROUND POLES. INOC"D Pit E�' AND IvAR|NE F"ILESFCLLOW LUWBER STANDARDS COWN|TTEE (ALSC) OU4L|TY
<br />ASSURANCE PROCEDURES. PR�I'JD111[J3 SHALL 8B4R THE APPR07R1ATE WARK
<br />METAL CONNEME���: ALLMETAL HARDWARE AND
<br />FASTENERS IN CONTACT ��H PRESSURE TREATED LUM8ER "HALL 'BE STAINLESS STEEL TYPE 318L AT
<br />THE 0MNLKS RISK AND 0SCRE]1ON, HOT -DIPPED
<br />GALVANIZED METAL HARDWARE AND FASTENERS WAY BE |NVEST|GATED FOR USE IN LIEU
<br />OF STA|KLESS STEEL
<br />PROVIDED THAT THE FINISH HAS A MINIMUM Z|NC
<br />CON -TENT
<br />OF AT LEAST 1.85 OZjSF AND ITS USE IS COORDINATED BY THE CONTRACTOR
<br />AND A[OD SUPPLIER
<br />FOR THE EXPECTED ENVIRONMENT AND MOISTURE
<br />EXPOSURE'
<br />FOR APPROPRIATE USE BASED ON THE METHOD OF P�ESERVAT|VE TREATWENT
<br />OF THE WOOD,
<br />`WOOD -FRAMED SHEAR WALL SCHEDULE
<br />FOR HEM -FIR FRAMING W11 8--d COMMON NAILS (2015 IBC)
<br />SW TYPE
<br />SHEATHING
<br />EDGE NAILING
<br />BOTTOM PLATE
<br />FRAMING CLIP TO
<br />BLOCKING
<br />AT AT ALL
<br />CONCRETE
<br />I -
<br />A -1 WALL CAPACITY
<br />APA RATED
<br />1
<br />WALL BELOW
<br />PANEL PANEL
<br />FOUNDATION
<br />1
<br />1 F C)i i i '-j I U. A I U, t", I (PLE)
<br />S-S N6
<br />15/32"
<br />OC
<br />2X J�t
<br />7X -1 7' G
<br />SHEAR WALL S"QUEDULE NOTES:
<br />l. ALL NAILS ARE CDMWON, UNO. REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETER AND LENGTH.
<br />2. REFERENCE SHEAR 'WALL KEY DETAIL FOR DESCRIPTION OF TERMS.
<br />1 PROVIDE SHEAR WALL SHEATHING AND NA]UNG7 FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF SHEAR WALLS ARE TYPICALLY AT
<br />WINDOWS, DOORWAYS DR k'S SHOWN ON PLAN,
<br />4. EDGE NAILING IS REQUIRED AT ALL HOLDDWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN PD�T3, REFERENCE HOLDOYVN
<br />SCHiDULE &: DETAILS FOR ADDITIONAL INFORMATION.
<br />5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS UMO IN SCHEDULE. ATTACH 3HEATF|MG TO INTERMEDIATE FRAMING WITH EDGE NAILING AT 12''0C WHERE
<br />STUDS ARE SR4CED AT 10"OC AND EDGE NAILING AJ 0"OC WHERE STUDS ARE 5PACED AT 24"
<br />8. S|WPSON STRONG -TIE 'A55" WAY BE USED IN LIEU OF "LTP5." "LTP5'' CLIPS SHALL BE ORIENTED LENGTHWISE (HOR!ZONTAL) AT PLATE TO RIMUSE
<br />0.131"On1Y NAILS WHERE °[[P" TYPE CLIPS ARE AFD\CHEQ DIRECTLY TO FRAMING AS OPPOSED TO OVER SIEAJHiNG. U�E O13�''0x�� NA|L� WHERE ''LTP''
<br />TYPE ("LIPS ARE INSTALLED OVER SHEATHING. REFERENCE DETAIL 2/3102 FOR CLARIFICATION.
<br />7. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-D|PPED GALVANIZED STEEL PLATE `WASHERS PER DETAILS ON DRANV|NGS. FWBED ANCHOR BOLTS 7" W|N|WUml
<br />INTO THE CONCRETE PROVIDE AN ANCHOR BOLT AT EACH END OF Eb.CH PLATE AND SHALL BE AT LEAST 7 TIMES THE ANCHOR BOLT D|AWETER FORW THE
<br />ENDS OF THE PL�TE, BUT NOT WORE THAN Y2 THE TABULAJED ANCHOR BOLT SPACING OR 12", WHICHEVER.' |S LES'l SEE ANCHDR BOLT DET|L FOR PLATE
<br />WASHER REQUIREMENTS, [ALT� cu''Ov/8" TITEN HD ANCHOR SCREWS WAY BE USED IN LIEU OF ANCHOR BDLTS AT EX|S�T|NC CDNCR[TE. �|TM P[_ATE
<br />WASHER & SPACING" REQU1REMENTS PER SCHEDULE]
<br />�8, PROVIDE HOT-1-DIPPED GA[VAN>ZED NAILS AND CONN�CTOR PLATES A��L���C\ AALRF�[ TR�A��B�R _�FR�NC�SUDLU
<br />GENERA[ STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
<br />8. PANELq MAX BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 1CDC MAX�
<br />lO� THE TOP EEDGE OF THE WOOD STRUCTURAL PANE[ SHALL BE ATTACHED TO THE UPPER TOP PLATE. ROOF OR UPPER LEVEL UPLIFT CONNECTORS
<br />SHALL BE ON THE SAME SIDE OF 'THE WALL AS THE SHEATHING.
<br />11, THE BOTTOM FDCP- �'- THE WOOD STRUCTURAL PANE[ SHALL EXTEND TQ AND BE ATTACHED TO THE B0TTOIvi OR SILL PLAT[,
<br />12. PROVIDE PLATE WASHERSAT EACH ANCHOR BOLT THAT IS NOT LESS THAN 0.229^ X J'' X
<br />ALLOWABLE UPLIFT
<br />CONCRETE
<br />MARK
<br />MODEL #
<br />MID WALI CORNER END WALL-
<br />MIN END S-TILDS
<br />I STUD FASTENERS
<br />ANCHOR
<br />1. H0LDDWWS SPECIFIED ARE BY S|WPSON STRONG-TE
<br />2. REFERENCE PLANS FOR ADDITIONAL STUD REQUIREMENTS WHERE OCCUR
<br />3. INCREASE FOOTING DEPTH LOCALLY AS REQUIRED TO ACHIE\.,'E REQUIRED EMBEDMENT DEPTH AS SPECIFIED EY HOLDDOWN MANUFACTURER.
<br />REINFORCING BAR CHART
<br />BAR SIZE
<br />TOP BARS
<br />OTHER BARS
<br />DEVELOP�,.AEl',iT LENJTH,_ Ld
<br />�J
<br />~�
<br />10/13120210
<br />'
<br />1 ALL LENGTHS ARE IN
<br />INCHES AND FOR f'o= 4.000 PSI,
<br />., ..
<br />^.
<br />-REINFORCEMENT
<br />^
<br />� TOP BARS" ARE H0R|ZONTAL
<br />SO PLACED THAT NDR� THAN �2 OF GONG |S CAST |N THE MEMBER BELOW THE un"'
<br />� FOR f'm= 5.000PSI
<br />USE 80%OF LENGTH.
<br />4. FOR f'c = JOO� P�)
<br />,
<br />USE 115� 0F LENCTH �
<br />~cJ-
<br />| / |
<br />STRUCTURAL ABBREVIATIONS Q
<br />| � |
<br />| , |
<br />|
<br />&
<br />AND
<br />I KB
<br />KIPS PER SQUARE INCH
<br />@
<br />AT
<br />Ld
<br />DEVELOPMENT LENGTH
<br />�
<br />NUMBER
<br />LL
<br />LIVE LOAD
<br />ABV
<br />AB0VE
<br />LONQT
<br />LONGITUDINAL
<br />ADD'L
<br />ADDITIONAL
<br />IMAX
<br />MAXIMUM
<br />ALT
<br />ALTERNATE
<br />I M I N,
<br />M/N|WU#
<br />NPPRO0
<br />APPROXMAlE([Y
<br />ARCH
<br />ARCH|TECTYURA|\
<br />B/
<br />BOTTOM OF
<br />am
<br />BEAM
<br />BOTT
<br />BOTTOM OF
<br />BHG
<br />BEARING
<br />BTWN
<br />BETWEEN
<br />CC
<br />CENTER TO CENTER
<br />CL
<br />CENTERLINE
<br />CLR
<br />CLEAR(ANCE)
<br />COLIC
<br />CONCRETE
<br />d
<br />PENNY (NAILS)
<br />N4|LD)
<br />DBL
<br />DOUBLE
<br />DEMO
<br />DEMIOL|TI0M
<br />SET
<br />DETAIL
<br />8F
<br />DOUGLAG FIR
<br />D|A
<br />O!A NAIETEE R
<br />Q|AO
<br />D|AG0NAL
<br />DL
<br />DEAD 'LOAD
<br />W/
<br />VNTH
<br />IN
<br />INCH
<br />|WT
<br />|NTER!OR
<br />KIP, K
<br />1,00,0 POUNDS
<br />m|SC
<br />(N`
<br />OPP
<br />pERP
<br />PLY
<br />PIS|
<br />PSI
<br />PT
<br />R[NF
<br />REO'D
<br />SCHB]
<br />SECT
<br />SHTG
<br />3|W
<br />T/ I&G
<br />TR�fjBV
<br />TYP
<br />UNO
<br />VERT
<br />MISCELLANEOUS
<br />NEW
<br />ON CENTER
<br />OPPOSITE
<br />PLAT[
<br />PERPENDICULAR
<br />PLYWOOD
<br />POUNDS PER SQUARE
<br />INCH
<br />POUNDS PER SQUARE
<br />INCH
<br />PRESSURE TREATED
<br />REINFORCING
<br />REQUIRED
<br />SCHEDULE
<br />SECTION
<br />SHEATHING
<br />SIMILAR
<br />TOP OF
<br />TOP AND BOTTOM
<br />TRAN5VER�E
<br />TYPICAL
<br />UNLE3S NOTED
<br />OTHER08SE
<br />VERTICAL
<br />V11T}|
<br />DL
<br />DEAD LOAD
<br />ON
<br />DOWN
<br />���
<br />^�-'
<br />| / |
<br />----
<br />'
<br />�--/
<br />LU
<br />—�
<br />DP
<br />DEPTH
<br />h
<br />��--
<br />D��<��
<br />` '
<br />DRAV0NC'�>
<br />�
<br />---
<br />`-`-
<br />EA
<br />EACH
<br />| / |
<br />| |EL
<br />ELEVA�ON
<br />E M BED
<br />ENCR
<br />EO
<br />EW
<br />EXIST, (E)
<br />FLR
<br />FTG
<br />GEV
<br />CE3TECH
<br />GRTG
<br />GT
<br />HD
<br />HDR
<br />HF
<br />HOR!Z
<br />EN8EDVI NT
<br />ENGINEER
<br />E0UAL/LY\
<br />EACH VVAY
<br />E N'S-! 1NC
<br />FL0OR F) IST
<br />FLOOR
<br />FOOT, FEET
<br />FOOUN[
<br />�EN[RAL
<br />C'EOTECHN!CAL
<br />GRATING
<br />GIRDER TRUSS
<br />MOLDOWN
<br />HEADER
<br />HEN FIR
<br />HUR|ZOMTAL
<br />_1
<br />LU
<br />��
<br />LU
<br />-1
<br />|�-
<br />J
<br />(�
<br />u_ [l
<br />| J
<br />�
<br />|J--
<br />�C4|-: AS SHOWN!
<br />BAR = 1"
<br />��T�'1�'~+x �O�D
<br />"'`.��." /�_�"_~
<br />1,106' N0- 7O-0R�
<br />DWG NO:
<br />(` 1
<br />
|