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<br /> �.�,�., .:.
<br /> _ . ;. . ;:
<br /> FOUNDATlQ��US . _ _
<br /> ��1 _ .�
<br /> RElNFOf�CING ST�EL
<br /> BUILDING CODE I . Tf1E FOUNDA�ION DE51GN IS BASED ON THE 6: SNOP DRAWINGS FOR PREFABRICATED TRU55E5 AND MANU�ACTURED FLOOR J015TS 5t1ALL BE
<br /> I . ALL REINFORCING STEEL SHALL CONFORM TO ASTM A61 5 GRADE 60 (fy = 60 K51) FOR BAR SIZES
<br /> 20 I 5 INTERNATiONAL BUILDING CODE RECOMMENDAT ON {N THE INTERNATIONAL BUILDING CODE _ SUBMITTED TO THE ENG!NEER FOR REVfEW PRIOR TO FABRICATION.
<br /> N0. 5 � 1ARGER, GRADE 40 (fy - 40 K51) FOR NO. 3 AND NO. 4 BARS.
<br /> TAPL� i 844.2. FOUNDAT�ON WORK Sf1ALL BE PERFORMED IN _ ,
<br /> � '
<br /> > ORDANCE V'� ITH CHAPT� I 8 OF Tt11S CODE. 7. DRAWINGS INDICATE GENERAL AND TYF'ICAL DETf�iLS OF CONSTRUCTION. WNE E C D1T1 N A
<br /> FLOOR LOAD ACC R 2. ALL REINFORCING STEEL SNALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE R ON O 5 RE '
<br /> DEAD LOAD : I 2 p5f r NOT SP�CIFICALLY INDICATED BUT ARE OF SIMiLAR G1IARACTER TO DETAILS St10WN, 51MILAR DETAILS OF �, �
<br /> � � LOCATION.� ARE NO SPECIFICALLY INDICATED ON TNE CONSTRUCTION DOCUMENTS LAPS AND/OR
<br /> LIVE LOAD: 40 p5f 2. TNE FOUND'�,�IrJN DE51GN IS BASED ON THE FOLIOWING ��C : � CONST��UCTION SHQLL BE USED SUBJECT T0 REVIEW BY TNE ENGINEER. .� .�,
<br /> SP ES Sf1ALL BE 2 BAR DIA AND BE WELL STAGGERED.
<br /> : , , VALU ES: G I � �
<br /> '.; = '' _ : N , ;
<br /> - � ALLOW. 501L BEARING I 500 P5F 8: ALL [��TAfLS DESIGNATED AS STANDARD OR TYP CAL ShA�L OC ---- .
<br /> ` ROOF LOAD CUR IN ADDITION TO ANY OTNER :
<br /> 3. COMPLETE REINF RCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITt1 ACi 3 I 5 SNALL BE °
<br /> SOIL FRIC(ION .35 SPECIFIG DETAIL CALLED OUT. �
<br /> DEAD LOAD: 1 5 psf , REVIEWED BY Tt1E E GINEER AND AVAILABLE ON TNE JOB 51TE PRIOR TO TNE PLACING OF CONCf�ETE. •
<br /> FLAT ROOF SNOW LOAD; 25 sf
<br /> . EQUlV. �LJID PRESSURES .
<br /> f: , , . 9: C00 DINATE WI t1 �
<br /> . ACTIVE P�.E55URE 35 PCF R T MECt1ANICAL, PLUMBiNG, AN� ELECTRlCAL DRAWINGS FOR 5(ZE AND LOCATION OF
<br /> SNOW EXP05URE FACTOR (Ce). I . f .; 4. WELDEC� WIRE FA RIC ShALL CONFORM TO ASTM A82 AND A I 85 AND ShALL BE 6x6 W2. I 2. I =
<br /> PASSIVE r RESSURE 250 PCF � ALL OPE_NfNGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTR(CAL CONDUITS, AND OTNER ITEMS •
<br /> SNOW LOAD IMPORTANCE FACTOR ((s): I .0 = UNLE55 OYNERW(SE,
<br /> ; NOTED. LAP RElNFORCEMENT 6" MINIMUM. TO BE FMBEDDED IN CONCRETE OR OTt1ERWiSE INCORPORATED IN STRUCTURAL WORK. � �
<br /> 'i-t1ERMAL FACTOR (Ct): I . I 1 � _.
<br /> �� �
<br /> � 3. ALL �OOTiNG� SNALL BE FOUNDED AT LEAST I8 BELOW Tt1E _
<br /> _ . _ -�--�
<br /> d�
<br /> 5. ANCNO[� BOLTS OWELS AND OTt1ER EMBEDDED ITEMS Sh1ALL BE SECU ELY TIED JN PLA E 6EFORE
<br /> � � UNDISTURBED GROUND SURFACE OR TO FROST DEPTh. ALL ° R C I O. PROVIDE OPENIN65 AND SUPPORTS; AS REQUIF',ED PER STANDARD D:ETAILS FQR t1EATERS O
<br /> > : � . _
<br /> ,NIND DESIGN DATA coNCRETE � �
<br /> S POUR D. SLAB ON .GRADE REIN�ORCEMENT SNALL BE PLACED AT MID-DEPTh1 OF SLAB
<br /> - . . : FOOTINGS S11ALL BE FOUNDED ON COMPACTED FILL OR , MECt1AN(CAL EQUIPMENT, VENTS, DUCTS; PIPING, ETC. ALL SUSPENDED MECHANICAL EQUiPMENT SNALL -- N
<br /> I . 1 : _ -
<br /> BASIC W ND SPEED I I O MPF1 ND f1A _- ;
<br /> A S Lf� BE NELD SECURELY (N PLACE WITH MECNANICAL DEVICES DURING PLACING OF TNE : - > ` �
<br /> UNDiSTURBED i�ATURAL GRADE UNLESS OTIIERWISE NOTED. � BE SWAY OR LATERALLY BRACED V .
<br /> I P ;: : , ` N
<br /> 2 WIND M ORTANCE FACTUR Iw I .0 ONC ETE _ _ ;-
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<br /> . C? C O E IA F FI I D A _ _: , _ -
<br /> 4 G M R L OR LL NG N B CKFILLING _ ; ' t�
<br /> , _ ; , ;
<br /> _. : ` N
<br /> _ : . ' O� T : : _ ;: . . .
<br /> RO RUS _ _ _ _ , . _
<br /> 3. WIND EXP05URE. B _ 5 : _ _ .
<br /> _ -�- ,
<br /> L CON I T F N IA A ; __ _
<br /> HA L S S O E EXCAVATED ATER L ND OR < - . _,,_ _ ln
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<br /> 5. JNTERNAL P E I . R , ; : _ , , , , . . , , N
<br /> R SSURE COEFF CIENT NA . SSES SN LL BE DESiGNED BY TF1E FABRiCATOR TO FIT DIMENSIQNS AND LOADS INDICATED : _ . < ,. _ ; _ Q .
<br /> N � A ._ -. . _
<br /> _. TRAS > LUMBE . OR OTt1ER DEBRIS. ALL W LLS St1ALL BE > -
<br /> , : _ ;. . . : _ . � .,.�
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<br /> N NE P
<br /> . P T
<br /> 6 A P ICABLE WIN _ O ` . . : :. � : - ; -:; . >. .
<br /> L D PRESSURE FOR < L�NS AND N THE STRUCTURAL NOTES. ALL DESIG S NALL BE A AN WITN , , . . . oL -�-�
<br /> . N 5 IN CCORD CE . , � u_ .
<br /> - ADEQUATELY B�'ACED PRIQR TO BACKFILLING. FILL AND
<br /> <: . _ �
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<br /> , _ :,:: _ ,.. : : W
<br /> A _ _ ` ;
<br /> . ALLOW B�I
<br /> C MPONENT AN I , _
<br /> O S D CIADD NG NA _ _ VALUES A SIGNED BY DS , L
<br /> 5 TNE BUiLDlNG CODE. CONCENTRATED MECNANICACROOF L�P� : ., _ , , _
<br /> ;. BACK�ILL SHALL BE DEP05(TED IN 1.�1YERS NOT TO EXCEED � , , . �
<br /> ' NALL BE I ' <
<br /> , � Q �
<br /> S
<br /> _ , NC UDE I TNE DE I < ; : _ : -
<br /> L D N S GN. VERiFY WEIGhTS AND LOCATIONS WITN Th1E ARCNlTECT. SriOP ,: . , : . : ' _ U >
<br /> 1 Tt1 . ; . .. : .
<br /> INCr E5 ICK F ROPERLY M015TENED TO APPROXIMATE
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<br /> i _ __ tf')
<br /> DRAW NGS
<br /> M
<br /> UST BE TAINED
<br /> RE AT TNE_ SIT R ; ,
<br /> SESIMIC DEJIGN DATA JOB E AND AVAILAB�E TO THE BU(LDING INSPECTOR FC� . . . ..
<br /> OPTIMUM REQU REMENTS AND TNOROUGIILY ROLLED OR _ . : oC �
<br /> . _ ; -� 6�
<br /> - . , _. , �
<br /> _ REFERENCE.. T T . _
<br /> , _ NE R S5 CALCULATION PACKAGE SNALL BE DE5IGNED UNDER Tt1E DIRECT SUPERVISION : _ . , , _ Q� _,..�
<br /> 1 . SEISMIC IMPORTANCE FACTOR I ,O COMPACTED WI t1 APPROVED EQUIPMENT !N SUCN A MANN�R N
<br /> . > � � �s?
<br /> . O� APROFE i .. . . , . , , O
<br /> EI IC E . < 55 ONAL ENG(NEER LICENSED IN Tf1E STATE QF WASHINGTON. TI1E TRU55 ENGINEER ShALL : _ . L
<br /> S SM US GROUP I EXTENT AS T P D A P %Q � O
<br /> AND O RO UCE REtATIVE COM ACTION OF .�0 , ; _' .. . q ' ' . � �
<br /> . , . : F c� ,
<br /> ASSUME ALL RESPONSIBCLITY FOR TNE WORK 0F ALL SUBO DINATES INV LVED ( NE P EPA YION OF -
<br /> 2. SPECTRRL RESPONSE ACCELERATION {5s): I 25.2% C� � /�XIMUM PC� SiBLE DEN ITY E R O N T R RA ; _ O � d� �y
<br /> O M S S A5 DET RMINED BY ASTM
<br /> _ THE TRUSS PLACEMENT PIANS AND TNE TRUSS DESIGN DRAWINGS. . : : ` , c� u..� c� 3 _ . :
<br /> 3. SITE C1A55: D (ASSUMED) D I 557. NAND AMPERS SNALL WEIGN AT LEAST 50 P4UND5 ' � �
<br /> m
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS SD5 : 83.5%G ;: 5... -
<br /> � � EACt1 AND ShAL_ hAVE A FACE AREA NOT IN EXCE55 OF 6�� -
<br /> '' . � t.O
<br /> 5. SEISMIC DE51GN CATEGORY. D �
<br /> :, �
<br /> _ S ARE )NCNE..,. HAND TAMPERS MAY BE OPE T �' ; ` : ' : ; N
<br /> C�U RA ED EITt1��
<br /> 2. St10P DRAWINGS AND CALCULATI NA `_ _ -�-�
<br /> 6. BASIC SE15MiGFORCE-RES15T{NG SYSTEM: SNEARWALI.� ONS S LL BE SUBMITTED TO TNE ENG{NEER �OR APPROVAI� PRIOR : C , ,, d-
<br /> MANUALLY OR NIECNAN(CALLY AND SNALL BE USED Wt1ERE �
<br /> . TO FABRICAT( ; ,. : , V ..
<br /> 7. DESIGN BASE SNEAR. SEE CALCULATIQNS ON. DRAWINGS AND CALCULATIONS SNALL BE STAMPED AND SIGNED BYA REGIST�RED .
<br /> : LARGER POWER �RIVEN COMPACTION EQUlPMENT CANNOT 3E ; , u,_t
<br /> , . ; _ �
<br /> . PROFESSIQ ` : K
<br /> , , „ NAL ENGINEER. TN� DRAWINGS SNALL St10W ALL CRITICALD{MENSIONS AS WELL A5 TNE , . D
<br /> 8. SEISMIC RESPONSE COEFFICfENT (Cs). 0.09 z
<br /> : USED. STRUCTI,�RAL FILL OVER I 2 DEEP SHALL COMPLY WITt1 A L
<br /> - - A :
<br /> LO DS Tt1E: TRU55E5 ARE DESIGNED TO PP
<br /> - 9. RESPONSE MODI�ICATION FACTO : . �� 5U ORT. Tt1E TRUSSES ARE T0 BE ERECTED AND INSTALLED IN = . : O .;
<br /> R (� 6 5 (WOOD GEOTECt1N1CAL �EPORT. : � - � : : ; . , . -�4-�
<br /> AGCORDA ' : : . . : _ ' _ _
<br /> 511EARWALLS . NCE WITt1 THE PLANS, APPROVED FABRICATOR DRAWINGS,-AND INSTALLATION SUGGE�TIQNS. ,. . �
<br /> , � ;: - : �
<br /> .> . NT CT
<br /> �
<br /> , ; : CO RA . . .
<br /> �R SHALL GIVE NOTIFICATION P 10 T N
<br /> I O. ANALYSIS FROCEDUR� USED. EQUIVALENT LATERAL R R O E CL051NG THE TRUSSES TO PROVIDE AN „ -: B -
<br /> PP T : . . ;; -
<br /> O OR UNTYF ' ' . _
<br /> FORCE PROCEDURE I OR (NSPECTION OF THE INSTALLATION. DESIGN AND PROVIDE BRIDG(NG BETWEEN Tt1E .
<br /> : CONCRETE
<br /> TRUSSES :. ; � z
<br /> , CONTWUOUS LATERAL BfZACING AND DfAGONAL BRACING PER TRUSS PLATE INSTlTUTE .. .
<br /> , ,,
<br /> - ` I . ALI. CONCRETE UNLE55 OTt1ERWISE NOTED St1ALL 6E REGLLAR _ O
<br /> : RECOMMENDATiONS. SNOP D WIN , - .
<br /> FRAMING LUMBER WEIGt1T t1ARD ROCK TYPE I 50 PCF AGGREGATES ShA�L CO� F
<br /> RA GS MAY CONTAIN TNE MANUFACTURERS ENGINE�RiNG ->: .
<br /> N
<br /> ( ) �1 ORM TO ' _ .
<br /> ESPON51
<br /> R �3
<br /> II :
<br /> L TY LIMITATIONS. NOWEVE Tt1EY 5NA F ° � `
<br /> `: � R, LL MAKE NO STATEMENT A5 TO THE ENGINEE�'. O : : . ; >
<br /> I . FRAMING LUMBE NA 11E - _. _
<br /> R S LL BE M ffR NO. 2. GRADES A T C33 WITt1 ROVEN 5N IN E NA
<br /> S M R KAG C RACTERISTICS OF L.ESS T11AN -
<br /> ! RECORD RE=SPONSIBILIT(ES. . _.:. ; �
<br /> A TYPI AL NLE '
<br /> RE C U SS �Tf1ERWiSE NOTED ON P
<br /> LANS. o
<br /> . % .
<br /> O 05 _ _
<br /> I ., ' �
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<br /> LUMBE TO BE G DE - ` `� . - , ;.
<br /> R RA MA ED PE W LIB
<br /> RK R C
<br /> :
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<br /> 5 E I F( A ION . _ . . ,
<br /> C C 5
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<br /> CO C ETE D I ! . : .. , .
<br /> 2. ALL R E5 GN S BA 2 DAY .� , ; ` ,
<br /> SED ON A 8 COMPRES IVE _ . _ . , ,. _ . r4
<br /> MANUF
<br /> ACTURED LUMBE
<br /> R : +
<br /> , ; :, . , I I I
<br /> , :, � _ .
<br /> _ GTt1 f �.
<br /> STREN c O 2500 PSf. Wt1ERE 3000 P51 CONCRETE I� REQU(RED ° ,
<br /> G .,
<br /> O I . PARALL�L STRAND LUMBER DESIGN 15 ASED ,
<br /> B C?N PARALLAM PSL PRODUCTS AS SUPPLIED BY ; -
<br /> . . ° . ; . , - . : , . ; u�
<br /> 2. STRUCTURAL SNEATf11NG SHALL BE APA RATED , : :
<br /> BY THE BUILDING DEPARTMENT FOR WEATHERING PURP05E5 ONLY, NO
<br /> TRUSS-J015T MACMiLLAN IN ACCORDANCE WITH ASTM D 5456 OR E IVA ENT ESi P RTIES E--
<br /> _ QU L . D GN ROPE : H
<br /> PLYWOOD EXP05U E I N EATf11 N N T - - ; ; � �. �. '' Q
<br /> .
<br /> R 5 G CO FO MIN O
<br /> , R G SPECIAL INSPECT��'ON 15 REQUIRED.
<br /> SNALL BE: • : . , . : _ .. . p
<br /> .. . . .
<br /> ,.
<br /> '' ; .
<br /> :, .
<br /> EiTh1ER COMMERCIAL STANDARDS P5 I -83, APA PRP- I 08, _ , _.
<br /> ' E , : .. .
<br /> Fb = 2900 PSI: . : , , : _
<br /> O NTA Y P ` �
<br /> R VOLU D T TAN - �
<br /> . .
<br /> R RO UC 5 DARD P5E 92. PROVIDE A ' `
<br /> MENT HA i O , �
<br /> 3. C� S L_ CONFORM TO ASTM C I 50, TYPE I CSA N RMAL. _ . ` '
<br /> ;
<br /> , . O
<br /> Fv �90 PSI , , .
<br /> , .
<br /> s �� i �� . ,, . _
<br /> I F ` -
<br /> ; .
<br /> M NIMUM O /8 EDGE D15TANCE ON ALL NAILS AND / ' � :` � .
<br /> 8 E = 2 � � , . , . .
<br /> '' �'. , . . . . . 1. . . .
<br /> .� X � P`'J� :
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<br /> EXPAN i N JOINT BE , . . . ,, . ,,. . . . . . . .
<br /> S O TWEEN ALL PANEL EDGES. MINIMUM 4. MAXIMUM SLI;MP SHALL NOT EXCEED 4 (NCHES IN FiATWGRK. . . . •
<br /> , , . . •,. . • . ,, r .• , • t .;
<br /> ;. ;. : . . , , • .. • . , .. . . ,.. . ' � •' '�
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<br /> ;
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<br /> ; - .,; . , . .. r . • .. , •; . • . .• ., . , �4 . , . . „ ;
<br /> 5t1EAT111NG REQUIREMENTS AR� A5 FOLLOW . . _ . .. : ;;,.. .. , . . . ... . .y . . . _ . �
<br /> S .
<br /> .: 2. LAM{NA
<br /> �� .� .:� 'f. . ' �. • .. .I �. .. i1 �'��� y , � ..... , ,:- , . .. . ..
<br /> TED STRAND LUMBER DE51G BA :. .. . :--. . • :. .� •. . , .•. .. . , .. ,•, . ,.• , .. ;, :.
<br /> N IS SED ON TIMBERSTRAND LSL PRODU TS AS SUPPUED BY • .•. � .. . < �
<br /> C ;. . _ � ;._ . �. „ ; . ,. •, ... . r. . . . . • . .+ • . ;., ..,� , ,
<br /> � i� f= � .;-• .
<br /> 5 : , .. . .• .� . , . • ...
<br /> . , . .. ,. ..,, : .
<br /> , : _ . , . ;< . ..• • . . � . . . . . ., . .
<br /> - CEMENT N
<br /> F . P O CO CRETE SHALL BE IN CONF4 MA I - . -- • • • • . • � • . ..,.
<br /> ROO SFIEATNING TO BE INT APA RATED 5 LA R NCE WTN AC ,: . .. . . . .,. . , .. ,
<br /> �32 T�U�J' ,��� .� , ., . ,�, .. . . ., .�. . , . ... , . _
<br /> �T MACMILLAN iN ACCORDANCE iNITH ASTM D 545 O E I A T TIES < , ., . . .+ y . .
<br /> 6 R QU V LEN . DE51GN PROPER , , � , • . •, . ,.. . , ;
<br /> ; ,. .. •.. . .. . . -t
<br /> � �� �. :�..: � � ; . ., . . ' • . . � ' . .. .
<br /> . . . , . ..; •. . . . . . -,
<br /> 301 . . - , . ,, . _ . . . . . . . , . . . .. . . .
<br /> PLYWOOD OR /6 OSB WITt1 EXTERIOR GL.UE, P.I. SHALL BE.
<br /> . s . . . ., .'
<br /> , ' i ., ; . , . . . , 1► . .,. . • .! . .,..
<br /> . � • • . • .
<br /> ;:: . :- , . , . � • . • . . �,, . . _ "• • .�. �
<br /> u ., • . ' . '� �.. < ' _ '
<br /> ` :;: .. ;. .:.: , , , •:., , c .1•, � .. . •. • . •. 1 . . .. . . r�. . 1 � . '
<br /> 24 O. NAIL WITH A � ' . ; . : .,. . : : �-. • . . . � • . • , . • . • ... .. ., . .. . . . ,., , � , . . X
<br /> / 8d N 1L5 AT 6 ON CENT�R AT Fb ^ 2325 PSi - • • - • •� -• • • • �
<br /> , ,.. , . ,,. , . .. .
<br /> . .. ,
<br /> ; . � .. _ : .
<br /> ,.�..,5
<br /> i :', • . _
<br /> " NC ET t1 r= ' _ - , : , _ , : ; .
<br /> PANEL EDGES AND I 2 ON CENTER AT iNTERMEDIATE E. CO R E S �LL BE MAlNTAIN�D {N A MOIST CONDiTiON QR A : . , , . ; . ..
<br /> Fv - 310PSI - ,. :
<br /> _._, m
<br /> � .
<br /> UM � F{V�- AY , . . _
<br /> i I O D AFT P 1� . .. . -
<br /> MEMBERS. M N M 5 5 ER IAC�MENT. ALTERNATE 1�TNODS ` � : �
<br /> O
<br /> _ ..
<br /> E - I .55x I0 6P i , ; ' . ; , - ,
<br /> S _ : _ W
<br /> _ , DOUBLE TOP AT W
<br /> �
<br /> �
<br /> ' � E APP OVE D IF 5AT1 A T F , , . ; : > PL E EDGE :NAILING
<br /> W LL 8 R SF C ORY PER ORMANCE CAN BE A55URED. ; , , ,; ,� � Q HOLDOWN PER SCHEDULE AND
<br /> �
<br /> ,, �
<br /> 3 ��
<br /> , N
<br /> r , STAGGER
<br /> PLAN HD 8-S S3 OW ;. - �.
<br /> 5UB FLOORING TO BE /4 TONGUE AND GROOVE C-D 3. P OPO : ;: ;; ;:C _ � C Q D SH N _
<br /> R �ED SUBSTITUTIONS SNALL BE SUBMITTED ALONG WiTF1 TF1E APPROPRtATE ICBO EVALUATION - , �
<br /> = �� �, .- _
<br /> - YE ; _ �
<br /> 7. KE D CONST ,UCTION JOINTS 5t1ALL BE USED IN A L A..�S. ALL :< OL �
<br /> : INT APA RATED PLYWO�D OR OSB WITN EXTERIOR � � R�PORTs ro TN . SHEARWALL EDGE NAILING AT ALL PANEL
<br /> ,
<br /> E ENGINEER FOR REVIEW PRIOR TO CONSTRIJCTION. INSTALLATION OF`SUBSTITUTIONS .- � �
<br /> T CT� N " T � COORDINATE ALL STUD AND
<br /> GLUE, P.i. 48/24. GLUE AND NAiL WITH I Od NAILS CUNS RU O (�IN S SNALL BE Tt10ROUGNLY CLEANED Afv[� ALL � �"
<br /> - EDGES. BLOCKING AT ALL PANEL EDGES C� �
<br /> ShALL N01" PROCEED WITt10UT PRIOR WRITTEN APPROVAL OF Tt1E ENGINEER. ' . '
<br /> PLATE SIZES w SHEARWALL Z
<br /> �� �� LAITANCE St1ALL �3E REMOVED. AL� VERTICAL JOINTS Sf1ALL t�� ;; . `; : �
<br /> AT 6 ON CENTER AT PAN�L EDGES AND 1 2 ON , . WHERE APPLICABLE.
<br /> ,. S
<br /> CHEDULE REQUIREMENTS L1L
<br /> � t1 ROUGNLY WETTED AND t1 ' ` .: ; I_" Q
<br /> CENTER AT INTERMEDIATE MEMBERS. T O SLUS ED WlTt1 A COAT OF NEAT CEMENT _ : ; , _ , _ ,., C
<br /> �EDGE NAILING TO HOLDOWN POST FULt
<br /> _ . , :
<br /> C W
<br /> fAT�LY BEF�RE Pva �N E T PREFAE3RICATED WOOD (- I
<br /> _ 1MMED C G N W CONGRE E. �O STS -' : . > _ CS� �
<br /> ` HEtGHT) STAGGER lNTO D0U6LE STUDS OO �DGE NAILING TO POSTS, TRIM
<br /> , � Q
<br /> 3. NAILING St1ALL CONFORUI �i O -TABI:� 2304.9. 1 OF Tt1E - ; p » •
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<br /> . O STUDS � 16< ON CENTER STUDS, AND KlNG STUDS �
<br /> , TH E ,,. .
<br /> BM(T A I J� _
<br /> INTE NATIONA B I 8. SU LOC ION OF POUR JOINTS PRIOR TO PLACEMEN , . POUR _ )ISTS SNALL BE MANUFACTURED BY T US A PROVED . , W
<br /> R L U LDING CODE UNLESS NOTED R S JOIST M CMILLAN, INCORPORATED OR AP . �
<br /> , P
<br /> RESSURE TREATED SILL PLATE WITH
<br /> �
<br /> E�EARING STUD F R A .
<br /> ; <. 0 HE DER
<br /> S St1ALL BE L ATED T I FF EQUAL A _ � ,
<br /> OTf1ERW15E. USE COMMON NAtLS TNROUGNOUT UNLESS JOIN7 OC O MIN MIZE E ECTS OF SNRINKl�GE A5 ND SFIALL BE FABRICATED fN ACCORDANCE WITI1 ASTM D 5055. S B TiTUTION M �T BE
<br /> _ ( U S S U �
<br /> - EDGE NAILING AND ANCH R P -
<br /> . . 0 BOLTS ER ' � (Y�
<br /> PP - _
<br /> A5 PLACED AT POINTS F T . I A ROVE_ Y _, ,.,: . .
<br /> NOTED OTFIERWISE. WELL O LOW S RESS MAX MUM AR�� OF POUR D B TH� STRUCTURAL ENGWEER IN WRITING' P 10 TO IN TA Tf , `
<br /> , R R S LLA ON) . ;. » W
<br /> : SHEARWALL' SCHEDULE.
<br /> _ ;_ L RIMJOfST TO BE 1Y2 MIN
<br /> _ s �s 4 : . , . � : . O N
<br /> JOINT 00 5
<br /> _ ., , . ,
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<br /> _ : _ TOP PLA
<br /> ;: TE SPLICE NAILING T0 BE 8 16d
<br /> THICKN S AT
<br /> _ . _ _ ES ALL
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<br /> 2. 5EE 1 _
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<br /> 4. NO STRUCTU ME NS OR SIZE 'TYPE AND LpCATIONS OF I J ( » �
<br /> RAL MBER 5t1ALL BE CUT OR NOTCNED . � , O STS. : > : �` W
<br /> , U
<br /> , .: , SINK
<br /> _ ERS MIN . LAP 48 1 SHEARWA
<br /> _ . . , M NIMUM. CENTER LLS
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<br /> . MINIMUM CON.,RETE COVE GE F INF _ , ,
<br /> UNLESS SPEGIFICALLY DETAILED OR APPROVED !N WRITING 9 RA O RE ORCING STEEL FOR `: _, _ ,.,,, . .:,, ,
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<br /> S L CE 'ON STUD. ,
<br /> .; ED W ��-1A : 3. TH E J " .;;: . ::
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<br /> BY TI1E STRUCTURAL ENGINEER. FORM ORK ., LL BE AS FULLOWS OISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITt1 Tt1E PLANS AND Tt1E
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<br /> MANUFA
<br /> I NT ✓ . �T _ . ,.; . ,
<br /> ERiOR V ALL 3/4 URERS INSTALLATION REQUIREMENTS AND RECOMMENDATI LL GIVE
<br /> - I
<br /> ONS. CONTRACTOR St-1A
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<br /> No ic
<br /> _ F�CT � ATI
<br /> ERfOR VALI..s EXPOSED TO ATt1E . I 2 ON PRIOR TO ENCL051NG Tf1E J015T �TD . S� E A R WA L L E E VA TI
<br /> 5. PROVIDE PROPERLY SiZED WA5t1ERS UNDER 11EADS AND , WE R / , 5 TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF TNE ,. . L. ON W R ( M
<br /> .� , � �� I NSTAL � . ,
<br /> NUTS OF ALL BOLTS AND EXP05ED O EARTII OR WEAThER #5 OR SMALLER . I /z LATION. PROVIDE BRIDGiN.G' C�NTINUOUS LATEfZAL BRACING AN Dl A BETWEEN ` - � • - - -
<br /> LAG SCREWS BEARING ON � ) , , D AGON L BRACING ,, . .; . SCALE. 1 0,
<br /> , „ _ . �: : .
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<br /> . � Tt1E JOI�
<br /> WOOD. NOT� CONCRET _ CAST AGAINST GROUND 5t1ALL t1AVE 3 M N. T5 PER Tt1E MANUFACTURE S RECOMME ,
<br /> R NDATIONS. : :
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<br /> RAWINGS AND CAL
<br /> 6. P O I E 3 x x CULATfONS SNALL BE SUBMITTED TO Tt1E E f AL PRIOR ,. : :. ,
<br /> R V D 3 0.229 WASNERS AT ALL ANCNOR _ NG NEER FOR APPROV , ,: -
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<br /> _ PES OTNER TNAN ELE T I 17 _ I ATI _ . . `
<br /> BOLTS. i 0. PI C R CAL CONDU 5 5t1ALL NOT BE R C ON. DRAWINGS AND CALCULATIONS SHALL BE STA P �TERED __ ..
<br /> M ED AND SIGNED BY A REGI. .. . , SH�ARWALL PER PLAN . ,
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<br /> .UCTU ON E EPT 11 >
<br /> M RAL C C TE EXG W E E PE I 10 A EN EE .
<br /> ` E BE R R S C CALLY N L GIN R THE'DRAW! S NA H Tt1E : P
<br /> . NG 5 LL S OW ALL CRITICAL DiMENSlONS AS WELL A� ,. ..._... . : . _ _
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<br /> : 6d � 2 o c FROM
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<br /> . APPR(� E JOISTS ARE DE51 N _
<br /> 7 BOLT NOLES St1ALL BE NOMINAL DIAMETER OF BOLT ; G ED TO SUPPORT. Tt1E J01STS ARE TO BE ERECTED AND INSTALLED IN ; . ;
<br /> ; , .. ; BOTTOM PLATE INTO ' :. . �5 G
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<br /> ANCE W Tt1 Tt1E P ;.:: _ , , �
<br /> , I LANS APPROV�D FABRIGATO D WINGS A i T ESTIONS. �. ` �
<br /> , R RA , ND NSTALLA ION SUGG : , . . .
<br /> PLU5�6 UNLESS NOTED OTHERWISE. I.AG BOLT PILOT � BL.00KING BE�OW. FOR
<br /> SOLID BLOCKING OR JOIST _ _ .
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<br /> I . D CRETE M XES 511ALL BE P f D IN A �I TN ,T i , '2,
<br /> t10LE5 SHALL BE P E D I E T i C ROV ED CCORDANCE I ACI OR Sf1ALL G VE NOTIFICATION PRIOR TO ENCLOSING TNE `JOISTS TO P OVIDE AN _ ,
<br /> R R LL D O 60% OF Tt1E NOMINAL R :: : 3x BOTTOM PLATE US y
<br /> : E . AL{GNED 6ELOUV SH A WA . _
<br /> ' ,_ _ E R LL
<br /> PP T ., - _
<br /> O OR L
<br /> HEN N A JNITY
<br /> 18 STRE JGT D TA FROM TRIAL BATCt1ES F!E b FOR INSPECTION OF TI--1 �
<br /> DIAMETER OF Tt1E LAG BOLT UNLE N T 3 (W OR L E INSTALLATION. DESIGN AND f ROVIbE BRIDGiNG GONrt(NUOUS _ . „ ,,
<br /> SS O ED OTt1ERWiSE. , _ . :
<br /> , Y
<br /> , ._ ,, ; a x 5 L SDS SCREWS. USE LVL AS SUBSTITUTE FOR
<br /> LATERAL B � � .�
<br /> EXPERIENCE ARE JOT AVAIIABLE}. RACING, AND'DIAGONAL BRACING BETWEEN THE J015TS PERTNE MANUFACTURERS ' , ' , �
<br /> , : . �-
<br /> J��ST 343 3
<br /> 8. ALL SILL PLATES 511A E T RECOMMENDATfONS. : ; ; q��P ,
<br /> LL B BOL ED TO Tt1E FOUNDATION .; - -- , Fcis�€� �,v' .
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<br /> CEMENT CONTENT SACKS . - , -. :_ . . , ; ' s
<br /> WITH MIN(MUM DIAMETE B : : _ ,, :. ,.. . , , _, , _, �o
<br /> /8 R OLTS SPACED AT A . ., , . : N�.�'
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<br /> MAXI F ;: .
<br /> MUM O 48 ON CENTER. BOLTS MUST BE _ , _ ;
<br /> E � >: . . - . :
<br /> ,. , : .;
<br /> G N RAL ' : - , - r . � ,
<br /> �� LBSICUBIC YARD CUB1C YARD ;-- . . , � _
<br /> < . ,. . : -
<br /> EMBEDDED A MINIMUM QF 7 INTO C�NGRET� OR ' , ,.
<br /> MA50NRY. SEE PLAN ET F : F'c (P51) (MINIMUM) • : �.
<br /> S AND D AIL.S OR SPECIFlC : � �� � �
<br /> . . ,
<br /> REQUIREMENTS WNERE APPLICABLE. (MINIMUM)
<br /> I . ALL MATERIALS AND WORKMANSIIIP ShALL CONFORM TO TNE CONTRACT DRAWINGS. ; LTP4 P R SHEARWALL SCHEDULE
<br /> ; no s �ai ,n i .; ,; • .
<br /> 2500 ( ec s ect on) 470 5 � .
<br /> p p ,�,. : . :. ; ; FRAME CRAWLSPACE SHEARWALL TO Drawn B . CtiRIS
<br /> 2. DURING THE CONSTRUCTION PE I T �'AFETY OF �= . � y �
<br /> �� �EE NOTE A R OD HE CONTRACTOR SNALL BE RESPONSIBLE FOR TNE .�
<br /> - ` ` MATCH MAIN F1.00R SHEARWAL.L OR Checked By: CHRIS
<br /> 9. RIM JOIST 15 TO BE ly4 LSL MINfMUM. THE BUILDING. THE CONTRACTOR Sf1A L P W '* '
<br /> 3000 5 I 7 5%z L ROVIDE ADEQUATE SNORENG, BRACING AND GUYS � pE Da : 1 2-27- I �
<br /> .
<br /> R PLAN te 8
<br /> `ACCORI�ANCE WITN ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE �
<br /> . .
<br /> I O. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL ' : p,T
<br /> �, �� APPRO�.✓ED PRIOR T� ERECTION. ., ,, _ , ;_. PLATE W� � S� ANCHOR
<br /> PARTITI4N WALLS AND 50LID F3LOCKiNG UNDER MIXES St1ALL BE , ROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. - . s -
<br /> ,� „ ^ BOLTS PER SHEARWALL SCHEDULE
<br /> NO MORE TNAN A i PLUS TOLERANCE SHALL BE ALLOWED. � ' � SDA JOB NO.
<br /> r ERPENDICULAR PARTITION WALLS. _ � ' ...
<br /> t . .
<br /> 3. ALL E:RECTION PROCEDURES SHALL GONFORM TO OSHA STANDARDS. ANY D�VIATION MU�T BE . ' � ' ° ' Q Q
<br /> APPROWED BY I - 1?� '� .y V� ✓ I
<br /> I I . CONTACT TNIS OFFICE PRIOR TO MAKING ANY A) WHERE SPECIA_ INSPECTION IS NOT REQUIRED UNDER SECTION
<br /> OSHA PR OR TU ERECTION. � ' � ` : , � :. .
<br /> _ _ �; ` » „ ,
<br /> 1 704.4 OF TNE 1.3.C., CONCRETE S{1ALL HAVE A M{NfMUM C-F-MENT � ' ; ;:: » l fi W x 8 D FOOTIN
<br /> Ct1ANGE5 TO Tt1E5E DETAil.S. 4. TNE : 3 CLR G
<br /> GONTENT OF 5 S��CKS PER CUBIC YA D UF CONCRETE. CONTRACTOR SNALL BE SOLELY RESPONS�BLE FOR ALL CONSTRUCTION PROCEDURES INCWDING . �.. ; ST UCTU
<br /> R LAGGING, ShORING AND PROTECTION O� ADJACENT PROPERTY STRUCTU ES STREETS AND UTILITIES IN � � W� t2� # 4 R �L
<br /> , . : R �
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<br /> , RDANCE WITt1 ALL NATI NA TE , . .
<br /> _ � , , O L, STA AND LOCAL SAFETY ORDINANCES. �, N TE
<br /> - - - � B DE5(GN MIX CITNER TNAN A5 SPECIFIED IN Tf11S TABLE ShALL BE :� � S
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<br /> : ITTED TO Tt1E BUILDIN FFI (A TWO WEE P O Fl T
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<br /> : : SUBM G O C � IC5 RIOR T RS ;. �
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<br /> . CRAWLSP:AC P NY � , ���u� �
<br /> 5. TF1� �ONTRACTOR 5h1ALL BE RESPONSIBLE FOR COORDINATING TNE WORK OF ALL TRADES AND ShALL E O WAL�� �f��0�' �
<br /> . . : _. . :
<br /> usE. 2 - s � . o
<br /> NE K ALL DiMENSfONS. ALL DiSCR�PANCIES SHALL BE CALL�D TO TNE ATTENTION OF TNE ENGiNE�R '
<br /> ,, , - � .: , ' AN D BE
<br /> RESOLVED BEFORE PROCEEDING WITH TNE WORK. ; '.
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