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PRt7JECT GENERAL NOTES � �j � � o � �
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<br /> GENERAL REQUIREMENTS & DESIGN CRITERIA Cs r�� � j v Q m
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<br /> BUILDIN� COD�: 2(I�15 IN7�RNATIONAL BUILDING GOD� IIBC) z .� r,,,'` � Z^Q, W� N
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<br /> �N��� „ CxU1B MAT�RI,4LS ST,ANDARDS: R��ER�NG� TO A Sfa�Gi�IG S�GTION IN TN� IBC DOES NO� RELIEVE " �`'` �o � `j � a' � y `t
<br /> 2 7 F�E C O N T R A C T O R �R O M G O M P L I A N C� U J I t N T H E E N T I R E M A t E R I A L� S T A N D A R D B R�F E R��I C�D I N '�' �r,�� � � Z W �o �
<br /> TNESE MO7�S. T�i� LAT�ST EDIT(ON OF THE MATERlAL� STANDARDS S�dALL BE USED. -i � ZS J� � W � � a
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<br /> STRUGTUR�L RESF'ONSIBII�IT1�5: 7N� �NC�IN€�R 19 i'��SF'ONSIBL� FOR T!-4E STR�NC�TN AND cn h. 1'. � W �
<br /> (N�2-21 K}2AFT-FAGED STAPaILfTI' O� TI-�E PRIMA(2l' S1"RUCTURE Il�l ITS COMPLET�D 5TA7E. � W W a r,
<br /> BAtT INSUL.
<br /> CONI'RAGtOR fz�SPONSfBILfTI�S: 1'NE GONTRACTOR IS R�SPONSIBL� �OR TNE MEANS AND � � �W, [j �
<br /> METNODS O� GONSTi�UCTION ANp ,4�L JOB R�LA7�D SAF�TY STANp,4Rp5 SUGN ,�5 05N,4 AND - 1U00D Sl"RUGTURAL SN�A7NING (PLYU100D�: 1U00D APA-RA7ED 57RUG?URAL SN�ATNINCx � � �, Z p
<br /> �UR-OUT C�)U.1A�.L STUpS LUS�IA. TN� CONTRACTOR Ea RE5POI�SIPL� F�R 7N� STR�NC�TN AND STA�Ik�IT7 OF tNE INGLUDES: �L.�. v�N��R P1�YUJGOp, ORI�N7�p �TR�4ND BO,�Rp, TI-Il 51DING, ANp � � G Q �
<br /> lUl (N)2x MATERIAL TD STi2UGTUR� DURINC� CDNSTRUGTfON AND S�IALL PROYID� T�MPORARY �NORIt�C�, 13RACINCa ,4ND COMP0511'E5 OF V�N�ER AND 1U00D BAS�D MATERIAI.. CONFORM T� PRODllC7 pn W -� J
<br /> MATC�4 11�TER101� �,4CE 01'NER EL�MENTS R�QUIRED 1'O MAIN7AIN �v7ABfLl7`f UNTIL TN� STRUGI'uR� IS COMPL�1'�D. It IS STAND�4feDS is5-1-95 ,4ND PS-2-92 O� fiN� U.S. DEi�fi. OF COMMEI�C� ANp THE AME�'IGAN `�J � ll�,i. --� �
<br /> O� (�:GONC S7EM UJALL (�nx4 �XT. �'}.}� GONTRAG70R'S R�SPONSfBIl.IT7 1'O BE �AMILIAR IUITN TN� WOIeK fi2EQUIR�P IN TN� PLYUJOOD ASSOCIAtION (APA). W J �
<br /> UJALL FRAMINCs GONSTRUCTI��1 �OGUM�NTS AND TN� REG2UIR�M�NTa �OR �XECUTINCs IT PR9PERL1'. MINIMUM APA R�471NCz U� �
<br /> PT2x 8f�� 1�, N�41�-�---`-�- TO R�MAIN LOCA7IQN TNfCKN�SS SPAN RATINCx PLl'UJOOD CxRAD� EXPOSURE . a �
<br /> -�p ������ � �� DISCR�PANC1�5: IN GASE O� DI�GREPANGf�S BETW�EN TNE PROJ�Gl' STf2UGtURAI. NOt�S, ROO� 15�32" 32/16 C-D I � Q N
<br /> I�el � 8"OC pRAWINCsa, �XI�aTINCs GOND(TIONS, i�}�OJ�CT SPEGFIGA710NS ANp/01@ M,AT�RI�LS STANp�4Rp9, 23 „ }. � �G
<br /> �LOOR 7�G 24 OC Sl'URD-I-�LOOR f
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<br /> 2 -� ,4TT�NTIDN OF TH� �N�xIN�ER �E�OR� F'ROCE�DINCx U1(T�4 TF#E WORK_ ���-�-5 15�32�� 32/16 GD I � ��
<br /> UJALLSCaL7) j�" OSB 24/16 C-D I � y �
<br /> SIT� V�I�I�ICA710N: TN� GONTR.�CTpR S�l�A�L VERIFI' A�L pIM�N510N5 �4ND GONDITIONS AT 7NE - JOIST NANC�ERS AND GONN�C70RS: SNALL �E "a1RC�NCz TIE" �1' �IMP50N GOMPANY OR W " �
<br /> I��ONG STEM 5(TE PRIOR TO FABRICATION AND CON57RUCTION. CONFLICTS BETUI�EN T{�� DRAUJINCzS AND U5P �L�UIYALEN7 AS SPEGIF(E1� IN TNEIR LAT�ST G.4TALOC�S. ALT��2NAT� CONNEGTORS � 3
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<br /> ��� = M,�l7CN ° ° < UJA1.L, � FTC�s ACTUAL 51fi� CONDITIONS S+�A1.L B� t3ROUCx�IT TO THE AT7�NfilON OF TNE E�IGIN��12 BE�OR� B1' OTN�R MANU�AGtURERS MA1' B� SUB51'ItUtED PROYID�D 7+��1' NAV� CURRENI' (CC
<br /> EXIST ' � a �' ° (�^� PROG��DINC� W(TN TNE IUORK. APPROVAL FOR �QUIVAL�NT OR C�R��T�R �OAp G,41�,4CIT1�5 AND �4R� R�vI�UJ�P AND
<br /> � ° � ,° , � � , , ,� , , ,;�, � APPROV�D �1' TNE ENCzINEER PRIOR TO ORt?ERING. CONN�CTORS SNALL �E INS7,4�.L�D c i � � � I"'� �
<br /> a / � ' � � � . � � ' � � % � � �.Q CON9TRUCTlON LC�ADa: LOADS ON TI�E aTRUCTUR� DURINC� CONSTRl.IC710N SNALL NOT �XCEED PER TNE MANUFACTUfi�R'S I�lST12UCTIO�iS. UJ+�E}2E CONNECTOR STRAP9 GONN�CT TUJO @ -' � N W �
<br /> fi 1�E D E S I C x N L O A D S O R T H� G A f�A G I T Y O F T H� P A R T I A L�I' C O M P L�T�I� C O N S T R U G T I O N. M�M B E R S, P L A G� ��2 O� T F�� N A 1�5 O R B O L.T 9 I N �,4 C�{ M E M B�R. P R Ov I p E U 1 A 5 N�1�5 c,� � � �
<br /> ��\ /\\ \\ \\ \\ UNI�E12 TNE NEADS AND �IUTS OF ALL �O�TS AND LAG SGR�UJS B�ARIN�x ON LUOOD. ' ---
<br /> �N��„ R�PI� SLaB ON � // � oa d // � IllIND D�$ICxN UNLE5S NOT�D OTI�ERIUISE ALL NA1�5 SNALL BE �ULL �.ENGtN COMMON. NAIL StRL�PS t0 � � '.,,,�
<br /> # „ < \ BASIG IUIND SPEED (3-S�G CsUST) V = II�D MPN OCCUPANCY CATECzORI' I! WOpD �RAMINC� A� �.�TE A5 P0551B�� IN TI�� �RAMING PROC�SS TO A�LOUJ TN� UJOOD TD � � -�-
<br /> CzR,4DE W/ 4 � 24 OC \ < \\ � }- }- i--
<br /> EUJ, MID-DEPI'N � ; ° 4 /\ �X1�OSU12� CATECrtOR7 B INTEI�NAL }�RESSURE COE��., CzGpi tm.l8 5�I(�INK AND 7�{E BLIILDINCs TO S�TTLE. LY_1 -�g�- <( � p
<br /> / < ` a ^ - ° \//. = NAILS AND STAPLFS: CONFORM TO IBC 5�C 23�3b "NAILS AND STAPL�S_" U�1LE58 NOT�D ,�• � � Q �/ w
<br /> SEISMIC D�SICxN ON PLANS, NAIL PER IBG 7ABL� 23m4.9.1. UNLESS NOl'ED 01'NERWI�E ALI. NAILS SF�ALL B� � W Z
<br /> (N)R-I� RICxID � \ �� +- w
<br /> SL,4B INSUL. �\ a / u� C�'4���� COMMON. NAII� SIZES SPECIFI�D ON TN� pRAWINC�S AR� BAS�D O�l TN� FOLLOWINCx � � � �j +- W
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<br /> SNOIU LC?AD SIZ� LENC�TN DIAMET�F2
<br /> C�ROUND SNOUJ L0�4p, Pg 2� PS� �LAT ROO� SNOW �OAp, PP 25 P5� Sd 2 iz° �.131" }--
<br /> �NOUJ �XPOSURE FACl"OR, Ce 1.� TN�RMAL FACTOR, Ct I.� �Qjd 3" m.148" � ��
<br /> 12d ll�od 91NKERJ 3��d" �D.148" � Q O
<br /> BIDDER-D�51CsNED 17�MS IDE�ERR�D SUBMITT�L) L0,4DS: ALL BIDD�R-DESICaN�D 17EMS SI-4ALL i �� �� n-
<br /> BE p�SIGN�D �OR TN�IR TR(BUT�RY DEAD AND LIvE LO,QpS, EARTNQt��K� AND tUIND �O,�,DS, iCd 3�z �.162 � C��n
<br /> S ECT THRtJ (E}EXT. WALL AT INGLUDINC$ COMPONENTS AND C1.ADDINC� LOADS, UJHEN APPLICABLE. DE51C�N SNALL CONFORM - LACx BOL7S/BOLT�: CONFORM TO ASTM A3�7. �u m�
<br /> t N)R E C R M S LAB I N S U L. 70 TW� PF20J�CT DRAUJINCsS, SPECIFIGATIONB, M�TERIA�.S STANDaRDS AN[�/OF� CxOv�I�NWCa NAILINC� R�QtJ(R�MEN7S: fi'ROVIDE MINIMUM NAIL(NC� iN ACCORDANC� lUl1'I� IBC 7ABL� 23m�.9,1 ctj
<br /> BU(LDINC� CODE, fNCLUDINCs tN� �OLLOIUINCs: "FA5T�N11�lGs 9GN�DULE" EXGEPT AS NOT�p ON TNE DR�4UJINCaS. NAfLa SNAL�. B� pRIVEN FLUSN �
<br /> 6 RQO� p�Ap L.OAD 14 PSF O �' N
<br /> 5GA1-�: �" ■ 1�-(d° ROO� TRUSS TOP GNORD DEAD LOAD 6 PS� AND SNALL NOT FRACTLIRE THE SUR�AC� O� SNEA7HINCx. � Q �
<br /> ROOF TRLJSS BOTTOM G�dORI� DEAD �OAI� 8 fi S� } �
<br /> StANDARD LICx+�I'-�RAME CONSTRUC710N: UNL�55 NOTED ON 71�� PLANS, CONSTRUCtION SNALL �g
<br /> ROO� 1'RUSS BO'C70M GNORD LIVE LOAD (StORACzE) ID PS� GON�Oi�M 70 IBC S�C 23m8 "GONY�NTIONAL. �.IGNT-FRAME GONSTRUGTfON" AND IBG 5EG 23�4 (L � -
<br /> TOl"AL DEFLECTION LIMIT �/24(D „ „
<br /> LIY� LOAD D�FLECTION I�fMl7 ���6� ��N�RAL CONS7RUGTION REQUfR�MENTS.
<br /> QROOF TRU55 Ufi-'�1F7 LOAp (NET) �� pg�= 1. ROOF/FLOOR �RAMING: PROVID� ROOF S4�EATWINCx EDCsE CLIPS CENT�R�D B�TIUEEN
<br /> � �RAMINC� AT UNBLOCK�D PL�lU00D �DCs�S. ALL �LOOR S+�EArt+�INCx 5NALL NAV� 70NGUE
<br /> AND CsROOY� JOIi�7S OR BE SUPPOR7�D B'( �9LIC� BLOCKfNG. ALLOIU ��a" SPACINC� Al'
<br /> INSPECTIONS - ALL PAN�L EDG�S AND �NDS O� ROOF/�LOOR 94��A1"�41NC�. ROOF/�LOOR SNE,47NINCs
<br /> 5N,4�� B� L�ID F�GE CzRAIN P�Ri��NDIGUL,4R TO FR�MING M�MB�RS. W � W
<br /> IN9fi��CTfONS B7 BUILDfNCz OF�IGAI.: A�L GONSTRUGTION 15 SUBJ�GT TO IN5P�C710NS B1' TN�
<br /> BUILDING Of�ICIAL IN ACCORDANCE lllll'N I�C S�C il�. T�I� CONTRACI'OR SNALL COORDINAT� MOISTURE CON7ENfi: WOOD MATERIAL uS�l� FOR T�#fS fi��J�Cfi SHALL �#Av� MAXIMUM MOf$TUR� � Q [YI
<br /> AL� R�QUIREI� IN5I�EGTIONv Ul(T�! TWE BLlILpINC� OFFIGIAL. SUBMIT GOPIEa �F ALL IN51��CTION GONT�N7 OF 19io EXGEP7 FOR 1'�{E PRESSUR�-1'R�AT�D 1U00D SILL PLAT�. Z � � ❑
<br /> R�PORrtS TO TN� ENC�sINE�R �OR R�VIEIU. W �- � N
<br /> POSt-IN51'aLL�D ANCN�R SP�CIAL INSPECTION: ALL POST-INS7ALLED ANCNORS (EPDXY PRESERVATIvE 7REATMENT: 1U00D MATERIALS ARE R�G2UIREC� 70 B� "TR�ATED 1U00D" UNDER � W W �
<br /> C�RTAIN GOh1DIT(ONS II� AGC0I2DANC� IUITN IBC SEG 23�4,11 PR07EGTIOf� AGAINS? DECAY AND — � �" �
<br /> aND/OR MEGI�ANIGA�) INTO CdNCRETE AND CMU S�lALL BE Sf�ECIAL IN�PECTED �Y A 7�Rh'IfTES". CONFORM 7U 7NE APPROPRIA7E STANDARDS OF T�4E AMERICAN (j� W }
<br /> UJA5NING1'ON S�'ATE R�C�ISTERED SPECIAL IN5PEG1'ION ,4C�ENC1'. UNO ON PLAN5, EPDXI' WOOD-PR�S�RVERS ASSOCIATION l/�IUP�)FOR 5�4111N �.UMBER, CxLu�p �AMIN�TEp TIMBER, ROUNp (� Q Q
<br /> �NGNORS 5N�41�L NAvE GONTINUOUS SP�GI,4L INSPEGT(ON € MEG�4ANIGAL �4NGNORS PERfODIC POLES, 1U00D PILES AND MARINE PIL�S. �OLLOUJ AMERfCAN LUMBER STAf�DARDS COMMIT7EE �
<br /> SPECIAL INSP�CTION. SUE3MIT ALL COPIES OF SP�CIAL INSP�CTION REPORTS TO 1'N� ENC�INE�R. (ALSC) QUALITI' ASSURANCE f ROGEDURES. PRODUCTS SNALL BEAR 7NE APPROPRIA7� MARK. � Q W �
<br /> � F— 1-
<br /> PRE-�AB CONSl'RUGTION: ALL PRE-�AB GONSTRUC710N SNALL GON�ORM 70 IBC SEC 17D3.�o. M�TAL GONN�GTORS/�'T UJOOD: CzKS� R�COMM�NpS TNAT ��� METAL 1�,4RDWARE AND Z Q Q 1�-
<br /> FAST�NERB IN CONTACI' IUiTN PR�SSURE 1'REATED LUMBER BE STAlNLESS S7�EL TYPE 316L. AT ❑ Q U� �
<br /> WC]OD FRAMING 74�E OU1�1�1�'S RISK AND D15CRETfON, HOTSUIF�P�I� �ALVANI�EI� MEfiAL I�ARDlUAi2E AND Q W
<br /> FAS1'�N�RS MAl' BE If�VESl'IC�A7�D �OR US� IN LIEU Ofi STAINLESS STcEL PROVIDED 7NAt tl�� � W �
<br /> STANDARDS: IRG CNAP7�R 23, ND5 AND NDS SUPPLEM�NT, AN51/Ti�l 1, T}�I �418 GOMMENTARY, TPI FINISN NA5 A MINIMUM ,ZING GO1�T�NT OF A7 �.�AST 1.8� Oz/5F ANp ITS US� IS GOORDIN�T�D BY W � � W
<br /> D5B SP�CI�ICA710N, APA REPORT T�JS-22 TN� CONTRAC70R AND UJO�D SUPPLI�R �OR T�{E EXP�CT�D ENVIRONM�N7 AND M015TURE Q � �
<br /> EXPOSURE �OR APP(�Of RIATE USE BaS�D ON TNE M�TIdOD OF PR�SERVATIv� T1��ATMENT OF �
<br /> DE��RR�D 5UBM11"TALS: SUBMft PRODIiGt DAl'A AND PROO� O� IGG APPROVAL �OR �RAMINC� TNE 1U00D. C�
<br /> M�MSEI@5 �ND F,�STEN�1�5 TNAT �4AVE B��N D€SfCzN�p BY OTN�RS. D�51C�N CA�.GUL.ATIONS �
<br /> SNALL 8E PREPARED � SHOP DRAUJiNC�S 5T�4MP�D 6Y A PROFE�viONAL ENCxINEER R�Cx157ER�D �
<br /> IN TNE STAT� O� U1,4SNWCsTON. ALL N�CES5AR1' BRIDCsINCs, BLOCKIMG, BLOGKINC-� PANELB AND �
<br /> IU�B STI���NERS S�IALL BE DETA(L�D AND �URNISI��D BY TNE SUPPLI�R. TEMPORaRI" AND
<br /> P�RI'1AN�NT RRIDC�INCz SN�4�� B� 11�5TA�L�p IN GON�ORMANC� IUITN TNE MANUFAGTUR�R'5
<br /> SP�CI�ICA710N5. PRODUCtS INCLUD�C> ARE:
<br /> � M�TAL PL.AT� GONN�CfiED RO�� fiP2U5SE8 11�1�E�ABRfCAT�I� i20�F TRu5SE5): 5W0f
<br /> DRAIUINCsS SNALL PROYIDE FOR SNAP�S, BEAR(NG POINTS, INT�RS�CtIONS, N(P5, AND J E..,
<br /> V,4LL�Y5 SNOIUN ON TF�E pRAIU(NCxS. 7N� M�,NUF�CTUR�R SNALL. PROVIDE 5�'�GIA� I�IP, Q [,) [�]
<br /> vALL�Y AND fN7ER5EC1'ION AREAS CSTEP DOUJN TRUSSES, JACK 1'RUSS�S ANI� CzIRDER � W W
<br /> TRUS5�5J UNL�9S SP�CIFIGALLI' INpIGATED ON TH� PLAI�S. PROYIp� ALL W "'� E""
<br /> TRUS5-70-1'RUSS AND TRU5S-TO-SUPPORI' CONN�C1'ION D�tAIL5 AND R�QUIR�D Z ❑ ❑
<br /> GONNECTION MAT�I@IA�S. 5P�C1�'( T�MPOR�Rl' ,�Np P�RM�4NENT Bf��CING AND � a Z
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<br /> CONNECTIONS ON TI�� SI�OP L>RAIUINCxS. �g
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<br /> ID�NtI�ICAI'(ON: ALL SAUJN LUMBER AND PRE-MANU�ACTUR�D UJOOD PRODUCl'S SNALI. B� _
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<br /> ID�NTIFIED BY TN€ CxR�DE MARK OR A G�RTIFIGAT� OF IN9f��C710N 1551��p �Y THE C�RT(�`(f�lG
<br /> ACxENCI'.
<br /> MAtERIALS:
<br /> - SAUJN LUMB�R: GON�ORM TO C�RAt�li�Cz RUL�S OF UJUJPA, UJC�IB OR NLC�A. FINC��R JQINTED
<br /> �TUD� ,4CCEPTABLE AT INTERIOR IUALLS ONL1'.
<br /> M�MBgi� U5E �vl�� SP�GIES GRAp� MIN �'b
<br /> M15G SLKCz � 51M 2x NEM-�IR S�CUD 675 PSI
<br /> W�4L�. STUpS 8 f�'s 2x NEM-FIR NO. 2 85m Pal
<br /> ROOF C7VERFRAMINCs 2x N�M-FIR NO. 2 851T PSI G
<br /> - M�TAL f�LAT� CONNECT�D UJDOD ROOF Ti�U55ES: GON�ORM TO IBC 9�C 23�3.4 "TRU55ES." ❑F v
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