|
�
<br /> 1. GE1�E�tA►L ���UCTI�RAL @IQTE:S 4. ��N�RET`E �
<br /> �
<br /> �
<br /> HODGE ENGINEERING HAS BEEN C�NTRACTED Tt3 PRaV3DE �ATERAL ENGINEER QNLY. HODGE HQDGE ENGINEERING HAS BEEN C4NTRAGTED TO PRt3VIDE �ATERAL �NG(NEERING C?NLY. p�ESERVpT�yg CONNECTORS& �
<br /> ENGINEERING IS NOT THE ENGlNEER C?F REC�Rt�. QUE�TIONS FOR �'HE ENGINEER OF RECORC�SHOULd 'THE CONCRETE F011NDATION AND RETAINING �IVAE.[.S IF R�QUIREC�ARE TQ BE DESIGNED BY API�LICATION SPECiF1ED MA7ERIAL ���qTMENT(1} �asT���s�2�t��
<br /> E3E DI�2�CTED TO THE D�SIGN PR4FE�S1{�NAL IN RESPOf�SIBLE�HARGE. Ct�NFLICTS BE'�'WE�N THE THE DESIGN PROFESSI(}I�AL IN RESPONSIBLE CHARGE. �ou��a��o�v si�.� s�x ��tv��s�a
<br /> LAT�RA� ENGINEERlNG, D�'f'AILS, AND N01'ES WITH THE DESIGN PROFESSIONAL IN RESPt?NSIBLE �- �'��E�������T��`�2x,4x,6X OR GWLAM
<br /> � I»EDGERS ON
<br /> CHARGE'S DRAWlNGS, DETAI�S, AND NOTES SHALL BE IDENTIFlEa TO HODGE ENGINEERI�IG AS SOON CONCRETE: SHA�.L BE MAI�E WiThf POR1'Ir4N� �EMENT ASTM G150 TYPE 11 OR 7YPE t AND c� {F�R)
<br /> AS tC}ENTI�tED, SHA��. BE READY MIXE[� PER ASTM C-94. w MASONRYWALL.S{4} Act�'c�A'c� �ALv���s�} �
<br /> [� O
<br /> o FRANtING,C}ECKING, ���&4X(F1R} AGQ,CBA,CA GALV(G185}
<br /> TM1S LATERAL ENGINEE�ING HAS BEEN CALCt1�ATEG1 T{� RESIST CO�E SPECiF1ED WIND &SE1�M1C MIX DESIGNS: THE CQNTRACTQR SHALL [}ESiGN CC?NGREfE MIXES THAT MEET THE POST�a&LE[7GER5
<br /> F�RCES AFTER THE Ct}MPLErIC}N OF ALL��'I�UCTURAL� ELEMEN`fS. IT IS THE RESPC}N51BiLITY OF THE REQUIREMENTS QF THE DESIGN PRQFES�If3NA� IN RESPONSIBLE CHARGE. THE MIX � 2x,&4X{CEDAFt) Norv� �a�v��so>
<br /> � �
<br /> GENERAL CONTRACTOR TQ TO ENSURE�TRUCTURAL STA�iLITY [�UFt(NG CQNS7RUCTI4N 1NCLUDING DESIGNS SHAL� FACILITATE ANTIC4PATED PL�►CEM�NT MEfHflt��, WEATHER, TEMPERATIlRE, 6X{3R GLULAM{FIR) Ac�,c�A,cA �A�v���.$s}
<br /> JC?B SITE SAFETY; ERECT#C}N METHUDS; TEMPORARY SHORING, Ft3RM WC1RK, AND BRACING; USE �F REBAR Ct3NGESTIQN, AND ALL OTHER FACTORS REQUfRED TO PRQVIDE A STRUCTURA�LY gEqMg p,ND COLUMNS
<br /> EQUIPMENT AND CONSTRUCTtatV PROCEDURES. ANY I�ISCREPAN�IES FOU(�D AMON� THE C�RAWtNGS, SOUND AND ACCEPTABLE FINISH�D PRODIlCT. WATER REDUGI�IG ADMIXTIJRES MAY BE �x����u�� �aN� GALV(G9Q)
<br /> (CEDAR}
<br /> ENGINEERiNG, �P1DjOR THE SIT� CONDITI{�NS MU�T BE REPORTE�TO TH�ARCHIT�CT AND ENGINEER, USEa TO MEET THESE REQUIREMENT�. MAXIIVIUM S�UMP SHALL BE �".
<br /> fl �
<br /> WHfl SHALL Ct?FtRECT SUCH DISCREPAN�Y IiV WRtTING. ANY Wt?RK DONE BY TH� GENERAL PRESERVATIVE TREAT'ED W�QD FASTENER RE�UIREMENTS: _= Q�� Q�ro
<br /> � m � aoQ;,�i�
<br /> CQNTRA►CTOR AFTEFt D(SCf}VERY C��SUCH DISGREPAN�Y SHALI. E3E �QNE AT THE GENERAL AQMIXTURES: ADMIX�'URES SHA�L. BE BY MASTER BUIL,DERS, W.R. GRACE, OFt ° �'s ,"��p� _ °�°'
<br /> v qD ^Mr U � ��� � O
<br /> CON1'RACT�R'S RISK. THE GENERAL C4NTRACTOR SHAL,L VERIFY AN� COORDINATE AL.L DIMENSIQNS PRE-APPR�VED E(�UAL, ALL NIANUFA�TURER'S FtECOMMENDATI(}NS SHA�� B� FQL�4WED, ALL METAL C{}NNECTt}R� C4MING iN CQNTACT WITH PRESSURE TREATED WQC?D � � � v ��� � a--`
<br /> `K �H� � ° wm�a �n �'
<br /> F'RIOR TO CONSTR�JCTION. CONSTRUCTION OBSERVATIt}N BY TI�E STRUCTURAG ENGINEER IS NOT SHAL.L BE�IMPSON Z-N1AX, TRIPLE ZINC GOATED, OR H{�T �IPPEC3 GALVANIZED. �o� � ��_�a���;
<br /> PRC}VIDED. THIS ENGINEERING 1� NOT INTENDED IN ANY WAY TO REVIEW OR APPROVE THE WATER: 5HA�.L BE G��AN AND POTABLE +��A: CHFtOMATED COPP�R AFiSENATE NQT P�RMITTEd, ��g � �� �-� � _�
<br /> ��X: d�T SODIUM BC}RATE � � _ � _�°����°�
<br /> Ct}N`fRACTflR'S CONS�'RUCTIC}N F'ROCE�UR�S. ��.� � � � �Y �s H� �
<br /> CONCRETE�TRENGTH REQUIREN]ENTS ARE TO BE PROVIDEI� �Y THE DESIGN ��Q; AL.KALINE Ct�PPER QUAT
<br /> STANDARD� PROFE�SIONAL IN RESPONSIB�,E CHARGE. THIS LATERA�. ENGINEERING REQUIRES CBA AND CA: CflPPER AZC3LE
<br /> A MINIMUM OF 250Q PSI @ 28 DAY�,
<br /> G6Q, �JO, AN� G�85 PER ASTM ,�1123 FOR ��NNECTOFtS, AND ASTM A1.53 FOR �
<br /> ALL M�t'H{�E�S, MATERIALS AND WdRKMANSHIP SHALL Ct}NFORM TO THE 2012 INTERNATIONAL REINFt�RCING STEEL: SHA�L CONFQRM TO A�TM A-7Qfi, GRADE�0. PLACE �ER ACI �
<br /> RESIDENTIAL CU[}E(IRC}�4S AMENDED AND ADOPTED BY THE L4CAL Bl31LDING OFFICIAL.OR N A� REINF�R+GEMEN7�HALL BE THE FASTENER�. M�CHANICALLY GAL.VANI�ED FASTENERS PER ASTM 8�95, GLASS 55 Q� �� ���
<br /> APPLICA�LE,1URiSDICTION. TH1� ENGINE�RING IS Tt� THE 2012 INTERNATIONAL BUILDIN� CODE(IBC} �15 AND AG13�.8. VERTICAL AND HOR1,�4 T �REATER. �Q ���
<br /> LONGEST �ENGTHS PRACTICAL. WHER� SPLtG�S ARE NEGESSARY THE LENGTH QF
<br /> LAP SPLiCE SHALL BE A MINIMUM C}F 30 INCHES FC?R #4, �81NCNES F�R#5, AN[? ������
<br /> �. �E S I G N �R I T E�1� 45 tNCHE� F{�R #6. THE MAXtMUM GAP �ETWEEN NCINCONTACT PARA L LEL BA�S POSlTIVE CQNN�+�TIQNS SH���. �3� �ROVI�ED Al` P{��T BEAM ����'����Tl{3N��'(� �� u�����
<br /> AT A LAP SPLiCE�HALL NQT EXCEEd 5 INGHES, PR4VIDE CORNER BARS AT ALL ENSURE AGAINST UP�IFi'Af�� ��'ERAL E}ISPLACEMENT. �
<br /> VERTICAL L9a[�5
<br /> HORIZONTA� �ARS IN F00T(NG AND WALLS {19Q�}, �
<br /> w�
<br /> CRA�KS: UNREINF{]RCED GONCREI'E WILL CRACK.
<br /> i�CTABLE�SO7.1
<br /> ��}NCRETE MIN1Mt�� �'�`��l� OVER REINFC?RCEMENT:
<br /> MINIMUM UNIFORMlY D18TRIBUTED�.IVE�OADS CC}NCRETE CA�T A�:_ �ARTH = 3° EXP{}SED TO WEATHEt� OR EAF�"�� �
<br /> ,�,
<br /> �
<br /> us� uv��o�� WALi.S AND SLABS � P��OSED TQ WEATHER = 3/4" -�
<br /> ATi'1CS WIl'H STCII�AGE(UNiNHABI'TABLE} 24 PSf �
<br /> B{�LT�i �
<br /> �
<br /> ATTICS WITH4UTS�ORAGE{UNINHABITAS�E) 1p PSF MACHINE BO�TS (Nl,�. ,��NE A-�OT, GRADE A .�
<br /> ANCHQR Bt?LTS (A.� . �"�'M F1554, GRADE 3F, CLASS 2A �
<br /> �]ECKS 40 PSF _
<br /> E7{TERIOR�AI.CONIES a.a Ps� 5= CARPENTR�` �
<br /> FIR�ESCAPES �°�'�F NAILS: CONNE�TIt�N dE�IGNS AR£ BASED 01� ' .�:��MON WIRE" NAII_S V1/1TH THE
<br /> GUARD RAILS AND HAND RAl1.S 200 PSF FC3LLUWING PR�PE�TIES;
<br /> GUARD RAII.INFlLL.GOMPONENTS 50 PSF p�{�Nyy�a�M DIAMEfER(!N.) LENGTH{IN.)
<br /> PASSENGER VEHIC�.E GARAGE� 40 PSF �d 0.131 2-1f2
<br /> RflOMS OTFlER THAN SLEEPiNG ROt?MS 40 PSF 10d 0.14$ 3
<br /> SLEEPING ROt}MS �0 PSF 16d 0.162 3-1�2
<br /> STAIRS 40 PSF �p� (},�,g� q. �
<br /> LATERAL F�RGES
<br /> EASTENER TYPE DIAMETER(IN.} LENGTFI(IN.} EQUIVAL�NT SPACING{IN.) � �
<br /> WINC}: 8d COMMON t+iIIRE 4.�,31 2-1/2 6 4 3
<br /> Sd"DIPFED GALV.B4X" 0.131 2-1/2 6 4 3
<br /> IBC METHC3D 1-�IMP'LIFIED PROCEf�l1RE PE� A�CE 7-10. sd°s�+iN�r�ox15 o.a,�� �-�2 �-�.�2 � 2-�2 �
<br /> _ � � �
<br /> ��ISMI�;: �.2 GA.STAPtE� 0,1f}55 17/8 B 5-1j2 4
<br /> 2
<br /> = �..(}{} 14 GA.STAPI.ES 0.0$0 �-yl�* 6 ""4 3 __ �i � �
<br /> SEISMIC IMPORTANCE FACTC}R, Ie �
<br /> BUILC�ING OCCU�ANCY CATEGORY PER ASC� ?-�.0 TAC. 1-�,= II �s�A.sra��.�s o.n�� 1-��* � a 2-��
<br /> 51TE CLASS PER TAB�E 1613.5.2 = D �� , �
<br /> 1Qd CflMMON WlRE t}.14$ 3 6 4 3 �
<br /> SEISMIC �ESIGN CATEG4RY� PER PL,�.N � � �
<br /> ANAt�YStS PRC3�EDURE USED = E{�UIVALENT �ATERAL FORCE ANALYSIS �oa°HOT D�IXPEd GALV. �1�� � � � � `� �I
<br /> RESs�NSE MC1�tFICATIQN F'ACTOR R = C,5 _
<br /> �.4d"SHINY SOX" 0.131 3 4-1/2 3 2-1j4 {`"�'
<br /> ';,�',
<br /> �. SQIL WQOD SHEATHING {STRUCTURAL}; SHEATHING SHALL �E PLYWOOD (CDX} OR f}RIENTED `��
<br /> �TRAND B{}ARD (OSB}. PLYWC}OD SHEATHING �HAl.I. BE 5-PLY MINIlV1UM WHERE INDIGATED
<br /> FItJDGE �NGINE�RING I5 NOT THE EN�tNEER OF FtECQF�D. AL.L S01� REQUIREMENTS ARE TQ �E AS 3/4" OR THICKER. WC?OD SHEATHING SM�1LL BE "RATED SHEATHING° CCINFORMING 7C? ���L����
<br /> DE['ERMINEC} �Y THE DESIGN PRt�FESSIONAL IN RESPONSIBL� CNARGE. PS1.-95 ANDj4R PS2-92. ALL PANELS SHALL BEAR THE STAMP OF'AN APPROVED GRADING ���� ��i� ���
<br /> AGENCY. SPAN RATING SHAL� BE PRC}VIdED A� FQLLfJWS: RtJQ�{�2f�6); W1��L5 (�2��.6); ����
<br /> FL04RS {2Q" O.C.} UNLE�S NOTED QTHERW35E. AI.L WOOD SHEATNEQ WAL�S SHA�.L BE
<br /> BLOCKED AT ALL PANEL, EDGES UNLESS NOTED QTHERWISE. EXP; � II�MP�I
<br /> , ��lSM9� D�SIGi�
<br /> GLUE-LAMlNATED MENIBERS: PER ANSIfA1TC A190.1. MEMB�RS SHALL BE COM�iNATIC}N .��y.-:�. :.; h ;�,��:="�,� ;,r:: ; "� CAT�G��Y p
<br /> 24F-V4 [}{}UGLAS FIR FOR SIMPLE SPANS AND 24F V8 DC}UGLAS FIR F4R CANTiLEVERED "4� 3 �', ���'�����
<br /> :��. �_. ..
<br /> SPANS AND TRU�S CH4RDS (FB=2400 P�1, FV=240 PS1, E=1.8X�.0^6 PSI}AND DOUGLAS FIR ���D 25 P�
<br /> CONlBINATIQN 2 FOR COLUNtNS AND TRU�S WEB MEMBERS,ALL WITH EKTERI4R GLUE. ALL
<br /> MEMBERS TO FiAVE AITC OR APA-E1NS STAMP.
<br /> El��1�E�R Jc��IN �,
<br /> FRAMING LUMB�R: y � °'�-��. ���
<br /> ��,�E
<br /> EACH PIECE SNALL��������'F�� GRAt�E TRADEMARK 4F THE WEST COA��'+�U1V��ER INS4'ECTI{�N � ��-��-��
<br /> BUREAU (WGL4B), WE��`�F��1``WQOD PR4DUCTS ASS�CIATfC�N (V1(WPA}, OR t}THER AGENCY ����
<br /> ACGRED(TED BE TH�AMERICAN LUMBER STANDARD COMMITI'EE (ALSC)TO GRAQE UNmER ��'�� �-
<br /> _ ALSC CERTIFIEd GRADING RULES. p��1�Y�1'
<br /> ' :p �A ;,f�vY ,�,NNA !�.
<br /> _ �a:;LL#:�.�.��',
<br /> ����
<br /> :,; i;Y�'���.
<br /> �,>;�
<br /> tD� ��IE�T�
<br /> �14��,N411����
<br /> � l����4 -
<br /> ,
<br /> , ��.,��a���� �:�
<br /> f f�t���} � �� �
<br /> �. .Y, � >
<br /> � ��l�� ��.�, I�F';.l F�\
<br /> � ��r 1 .,� i�\ �
<br /> , � �� — �--� �. ``�
<br /> . ;::� ��°i \t� �!; r{.t �.�'�.
<br /> `�� � � � ' ���
<br /> - ����� ��
<br /> �r ����`�� ° y� ����"� �����.�,�
<br /> � �
<br /> i � r`. , ��'�,' ;;� ���
<br /> <��';`�` ' r� ���ti,��'�
<br /> I i ��-:�3, �,n�:,.�=` 'j����� i �
<br /> `�%'r;,��.. �"�
<br /> C:fJP't%RI.C`.�F�T��2 Q3)�
<br /> �-�EOD�� �NC�sIN��RIN�'a, (NG.
<br /> � L"7C'� NC?T ,�4G��PT �OR f��"1('�
<br /> UN�.��S AN c�fiZi�ll�l�L i�G� ��,4L
<br />
|