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. . . .. i�- .. .. . . . ...__ ...___ . ..__ _ . . _ �R� :r_�..d��T� . . � . ., . � . . . . <br /> . . . . ' ' .... . . . . . - . . . . � . � �, <br /> . . � . .. . . '.. . . . . � . � ___... .._..._.. __-"__-_...-.. ..:__ __...-_ ..._.__.__..�.___ . <br /> . . . Y , . , . " � . . . . . . , . <br /> . . .. . - � . . . t .. /r�a� f�i <br /> " ; Permit#: �2604111 <br /> � �- `-._ �� <br /> � -� _a -- � <br /> ", ' �> " Sit�A�dr�ss: 1602 CQLBY AVE <br /> �t <br /> _ � . x_� . � ,�: <br /> \ ���i��axL coras-��cu��raor��ao�r�s Fou���Tia�r�s,��eaor���aea�E���aor�s Rz�o���n����ra���� L,¢�`�'��.,�� �?��1�� ��2�1 owner� Atvt�ERsc�N s�tEu�o�v <br /> --. _ ' " � Tenartt: [TenNarnej <br /> 1.SUBCONTRAGT{JR IS RESPONSIB�E FOft TtiE FOLLOWING:VERIFYING AND MEETING ALL 1. THE F4UNDATIQN IN THiS PLAN 15 DESIGNED PRESGRtFTIVELY PER THE IRC,THE 1. TRUSSES SHAI.L CAFtFtY MAt�UFACTURER�TAMP AN�HAVE EN�INEERING DRAWING�C}N SITE FOR 1N5PECTION. ��� ���l��� ����� �o��*������„}���,, w:,q�p.Date: • -'4f 18f2fl16 <br /> � L�GAL ANQ�TATE C�DE REQUIREMENTS,ftEVIEWING APPRt�VED P�ANS AND CONIPLYING GC7NNEGTfON FROM THE FOU�IDATVC7N TC3 TNE MUC}SILi AND HOLD DQWNS ARE A�L TRUSS BRACING REGiUIREMENTS M�1ST BE{NBTALLED PER TftUSS DR�WlhIGS.QQ NC}T FIE�D fV101�IFY ANY r� : <br /> Xi � ENGINE�REO�OR RESISTINC'a I�ATERA�APlD OVERTURN(NG LC}ADS PER THE C3ESIGN TRUSS WiTHOUT PRI�R APFRUVAL FkZCIM THE ENGINEER ANd BUILOING dFPAFt7MENT.IF A TFtUSS VS DAMRGED DO ��+��PANCY GATE�ORY j CC3FICtS2{� US2: SFF#DETACEfED <br /> WITH AL�APPROVED REQUIF2EMENTS C}�FHE�NGINEER AND THE BUILDIIVG DEPARTMENT, � ; <br /> � MEETING A�L SAFETY RECkUIREMENTS AND STANDARD SAFETY PftAGTIC:�S THAT ARE CRITEREA dN THE GS SHE�T. , NC�T INS7AL�IT.CQNTACT THE BUI�DER IMM�DIATEl�Y Ft7ft A REPLACEMENT TftUSS. W��ID R(SK .�,,ATEGORY � D�scriptian: BUILDC]UT QF BASEMEIVT,REM(�l?EL& <br /> � RECOMMENDED AP�D C}ft REQUIREC7 BY STATE ANf�LC7CAL flUTFiORITIES, VEFi1FYING % " � � Expj�jtjp <br /> ACCURACY OF AI.L DIMENSIONS.DO NC3T SGALE 7HE DRAWINGS.IF DlSGftERANCIES OGGUR �� /a�-L FOC?TINGS SH?:LL BEAft C7N STIFF,FlRfN S{3!L MEETIhiG THE PRESUMPTIVE LO�D 2.FASTEN 2x DIAPHRAGIuI B011NDARY BLOGKS{VENT BLOCKS}TO WALL TC}P PLATES tNl"SIMPSt7N"RBGP CL.IPS PER �ASIC UVIND SPEED MPH <br /> ' P��ASE GONTAGT TNE C3ESIGNEFt. BEARtNG REQUIRcMENTS ClF 15fl4 psf.PEft I.R.C.TABtE ft401.4.1.CCYN7RAC70R MUS`!" ��-{�EAVE END DET,`�IL.AS AN A�TERNATIVE CONi�tEGTIOld,SC)t�10 BLOCKING FLUSH W!TOP PLATES AND Ft4QF ' �, <br /> VERIFY W!BUILDING DEPARTMENT THAT THESE GC}NDITIC7NS AftE MET PRitJR Tt) SNEATHING SHA�.�BE ATTAGHED Tt7 TOP OF WAL�S W/ (3}10ci NAIt�S PER BLC3CK EVERY OTNER TRUSS BAY AND ���� �XPUSUFI�E FACTOR ; ���I���� ��: �„r,�'1� ��t�: � ������' <br /> 2. Mt3 C�iANGES AftE T�B�MADE TQ TNE PLANS WITKt3UT THE C�NSENT O�TiiE DES1GNER WORK.WNER�Ft.�QTiNGS BEAR ON COMPACTE�FI��M{3RE THt�,N 12"IN QEPTFE.A ROC}F SHEATNING SHALL BE N�I�E[7 FGUSH�NTC7 BL4�GK W/Sd NA�L5�a 6'C7.C. . SE{S�iIC i WIND �MP�RT. FA.�iTOI� I ---� <br /> ANC7 BUILdING DEPARTMENT. GEOTECHNIGAL]NVEST{GATION SHALL BE GONDUCTE4 PER 2012!BC SEC7VON ____ �Office Set 1gk�Site Set --�ire/Flannin�;Sefi <br /> 1$43.5.f3. 3. R�C}F SHEATHING PANE�S SHALL BE A MII�l.7116 INCH APA RATED 24(16 W40D STF2UGTURA�PANE{�S.PLACEC}ON ��IuM��i �S��7�tQ�P <br /> 3. UNl.ESS hlOTED OTHERWISE,ALL EXT�RIiJR WALL HEADERS SUPPORTING ROOF LOADS 3 PROVII�E t1PPR4PRIATE B�OGK-C3UTS IN FOOTINGS t7R WALLS FOR P�UNIBING& SUPPORTS PER IBC CASE 1 (�Tt\GGERED P��dELS UNBLOGKEI�}.STAG�ERED END JC�INTS AT GABLES.VERTlCAL S�ISMIC D�SIC}7N CATEGOF�Y "`��'C�C <br /> ARE TO BE A MIN.{2}2 x$N.F.#2 U.N.O.ALL EXTERIC7R V+/A�E�HEAQERS SUPP{�R7ING ROOF PRM1fEI.DEMENSION Tt�BE PEF2PENDICtJGAR TC7 SUPPORTS.FAS7EN PANELS W18d NAILS @ 6"O.C.SUPPt)RTED C��(��T PERIC�D ACCE�.�RATIC�IV r 1SDS <br /> � ANf?F�40R LOADS ARE TO.BE 4 x10 D,F.#2.ALL EXTERIOR WALL HEADERS ARE TO iNSULATED �LEC7RICA�STUB-t�UTS. EDGED AND 12"O.C.(N THE FIELD,UPiLESS NC7TEQ OTF3ERWISE.C}C}NC?T STAP�E. i�! J` <br /> �_. _-_� __., u..-..______ __-__ <br /> �_ _..�_.__._ __.m . .---- <br /> N112"FOAM 1NSULATION PLACED TO 7HE t}UTSIDE OF THE BUILDING.HEADERS MUST BE 4. PRIQR TO GONGRETE P�UR,VERIFY t1LL HORIZONTAL AND VERTlGAL REB?.ft �, LSPECTF�AL RE�PONSE AT SNORT PERIQD � "�.I� <br /> SUPPQRTED 4N Al"LEAST(1}GRIPPLE STUD AT EACH BEARING END UP TO 5 FLLi".BEYC)NO THAT p�ACEMENTS.REBAR 5H�1��BE C�EAN FROM ANY ANY MATERIAL.S OR RUST. 4. UN�ES�NOTED OTMERtNI,�E,TUE-NAIL ALL GABLE END TRUSSES WITN{2}'IOd NAILS @ 16"O.C.INTC)TOP f'LATCS. - t, <br /> (2)GRIPPLE STUDS ARE REQUIRED.BUIL7 UP PCiS7S CALLED C3tJT AS QOUBLE OR TftIFPLE DEFAUL��SITE C�.ASS ��TIFF sS.OIL� --- [7 <br /> TOLERANCE F�R CONCRETE COVER IS+/-112 iNCH. REBAR SNALL BE�EFORMED � � <br /> S-f'UDS MUST BE ATTAGHED T�GETNER WI 10d NAELS @ 6"O.G.STAC�ERRED T�E ENTIRE REINFQRGEd BAR WITN A TENSILE STRENGTN OF 60,000 PSI.;USE STAND,�RD NOOKS �� ���-ESS N4TED UTHERWI�E,TOE-NAIL EACN END OF TRUSS A7 BEARING WALLS W1{2j 10d NAI�S.FASTEN TRUSS ; �� M� � �f � DI� �T � � � <br /> IS C R SPt� SE 0 I�A (�N COE�. �.� �, <br /> LENGTN t7F POST.ALI�BEt1RiNG WAILS EXGEEDING 14 FT.MUST BE L�TERA�LY SUPPC7RTED V�/I7H C3IAMETER�C7F BENDS 8EING{6)BAR W(D7HS.Lf1P SPLICES OF#4�Rft A ENDS T�TOP PLGTES�lVITH"SIMPSC7N"H-1 C}R Fi2.5T HUFtRiCANE TRUSS-l'tE CLIPS PER MANUFACTUF2ER � � � c5� <br /> �a 4 FT.O.C. MINtMUM OF 18 INGNES. 1hfSTRUCTIpNS. MAXIMUN� C�RO�I�D S�vOIN LOAC.� ��5�� �U � �� � � �' <br /> 4. UN�.ESS NOTED OTHERWiSE,JOISTS,WALL STUdS,AND RAFTERS ARE T(3 BE A MIN. H.F.#2. �. �{�g�ft�g(ypT REGkU3RED IN IN7ERIC7R FQC}TINGS UN�ESS ET!S BELC}b'VA�OAD 6.(MPL7R7RNT:CONTRACTOR SHAI.L VERlFY,�LL PdINT LOADS AND ALL PQlNT LC3ADS SHA�L HAVE SC7�ID BEARtNG `���W ������R� FACTOEI� EXPC}�URE C� �I„Z � �� � � � � <br /> ALt�EXTERtOR BEARING STUQS ARE Tt�BE 2x6 H.F.#2 @ 1fi"O.C.ALL INTERIOR 2x4 AND 2x6 BEARING PC}lNT,Qft AN INTERIOR SHEAR WALL PEft I.R.C.SECTION R403.1.3. TC7 FOUNDATION.NOTE ANY CNt1NGES ZO FGUNC7ATIOTJ ANC3 STRUGTURE FFtt}M ARCHITECTURAL PLANS AND NQTIFY ,�,NOW THERMAL FAC�OR I(��(ILATEC}ATTIC�� 1.� � �_� � �j � <br /> BEAft{fVG WALLS TO BE H.F.#2 STUC}S @ 16"O.G. EXCEf'TION. � ALL AFFECTcC}PAR7IES. � � Cyt � <br /> SNC?W IMPC}RTAN�E F�1CTC7R(CATEGORY ll� 1.t� � � � �;.-:� <br /> 5. FRAMfNG CONhIEC7(ONS SHA�L E3E°SIMPSON STftONG 71E"(OR}AN APPR(}VED 6. Ct7RlGR�TE COVER OVER REBAR FQft COi�CRET�CA57 AGAINST EAr�TH AND 7.PftEFABftICATED JOISTS t�ND ROt�F TRUSSES Tfl B�DESIGNED FABRiCATED AN[7 IPISTALLED PER MANUFACTUFtE'S RQQF DEAD �OAQ PJF `� � � � "� � � <br /> EQl11VALENT. EXPOSED TO EAFtTH 15 3-IN AND 2-tN FC)R GdNCRETE GAST IN FQftMB ANQ EXPOSED . DRAWINGS r'�NC}INS7AL�ATION INSTRUCTIONS. PftE-FABRIGATED iTEMS T'C}BE DES(GNED BY A LlG�NSED -- �-� -- � � � �J � �. � <br /> TO EARTH,WE,'�,TF1ER,Or2 BASEMENT It�1TEFtiOR.. PR{7FESSIt7i�JAL ENGINGER_ 7RUSSES TO BE FABRICRTED.'�IdD BEAR TNE QUALI7Y CONTROL STAMP,Q�SIGN LOAE�, : EXTEI�IIOR WALI.. DEAD �C�AD �P�F� �� � �j F- � <br /> 6. PRtJVIDE ATTIC VENTILATION PER LR.C.806.2,TNE NET FREE VENTILR7ED AREA SHAL�BE MAXIMUM SPAGING,t1N0 MANUFt1GTURER'S i�AME. F�8RICATC?ft TO PRC3V3DE ALL CONNECTIQN DETAILS. WHERE u� E� N <br /> 1!3(74�Q.FT.�0°l0{JF THE REC2UIRED VENTILATIC7N AREA SHAL�BE A M!NlMtJM OF 3 FT.ABdVE 7. GC7PICRE7E SNALL CUPlFORM TO A.C.I.STANDARD 3d1 AND^,SHALL HAVE A MINIMUM TRUSSES ALIGN WITH SNEAR WALLS, A 81'ECIA�TFtUSS SHA�L BE PRC7V1DEb 7HAT HAS�EEN DESI�3dED T4 i�TERIOR VI1t�E..L DEAD LOAD �PSF� `�� la0 � <br /> EF�VE V�PlTS:THE 6R�AtVCE C}F REC2UIRE[?V�NTILATION SNAL�BE PFtOVIDEC3 AT T3iE EAV�S, ��N'PftESSEVE STRENGTH AT 2&�AYS C1F 2,500 PSI. WNERc F2EQUIRED,USF A P,�Ih2.OF �'RANSFER THE SPECIFIC W1ND AND SEISlti11IC�C3ACJS SHC}Wt�I C7N T!-!E PLAiVS. TRUSSES SHALl.BE C}�SIGh3ED TO FLC�C,}R DEAC} I..QAD {PSF� �I.� <br /> , 3QOQ p.s.i.CONCRETE PER(.ft.C.TABLE R402.2,INCLUDiNG:FOUNDATIc3N WALLS,PORCH �(��gFEI?7HE�OAD E3ETLN�EN TNE RO�F SNEATHIr�G ANQ THE SHEF1ft WALL BELGW. THE TRUSS SHALL 6E � ' <br /> 7.PftOVIDE A iv1IN.22"X 30"ROUGH OPENlNG FOR ATTIC ACCESS W/T1GNT FI771iVG, aOdR AND G�RAGE S�ABS,STEPS,AND A�.�OTHER ARERS TNAT ARE EXPOSED 70 THE WE?,THER. pESIGNED Tfl TRANSFER A NIINIMUM C7F 100 PLF A��t�lG TNE IENGTH OF TNE TRUSS.,QI.L TEf�AP4f2AFtY AND �L��R LIVE LC�AC� P.SF �� <br /> THA7 IS BACKED WITH INSULATION AfdD WEATHEft STRIPPING.IRC R$07.1.�lVEG ft402.2.4. �v1AXIMU�r1 AGGREGATE SlZE IS 314 INCNES W!A MAXINiUM S�UPr1P OF 5(NCFiES.A�LC)W p��[y�ANF�IT BRACING REQUIRED FC7R 7Hc S7ABILI7Y OF THE TF2USS ELEM`'cNTS Ut*�C7ER GRAVI'1"Y L4RDS RNb ASS�.JMCC}ALLOWA�L� SC��L{�R�SSLJR� fPJFl �)J�.�� <br /> ADEL2UATE TfME Fflt2 FOtJNDATfON TO SET BEFOF2�$ACK FIlLING. IN-PLANE sN1N�OR SEISMIC Lf�AC}S SHA�L 8�DE8lGPtcD 6`f TFiE TRUSS ENGINEEft WNEftE THE TOP C€-tORD lS t�ItJT t t �°d� � <br /> 8.ASPHA�T SF3ING�ES MElST GC}hAPLY WIT#-I ASTM D225 QR D3462. R905.2.4.A��SHINGLES DlREC7LY ATTACHEfl 1"t)THE ftOOF S�-IEATHING,TNF TRUSS ENC�INEEft 5N�1L�DES(�N AND SHOW THE PlACEfV1cNT N�INE�l�UN� �ROST D�PT� �I�JC�i�"RES `�� ¢��-� z <br /> MUST MEET THE WIND REQUlREMENTS QF TABLES R94�.2.4.1 1 AND 2 . 8. WHEFt�SC71L PRESSURE IS ADEt2UATE PER THE BUILDiNG DEPARTNtENT ANC} . ��.��y ,�� <br /> { 1 QF R!�RE�UIftED TQP CFIOftD BftACENG ANC�CONNECTIONS ON TFiE 7RUSS SHQP DRAWINGS. ANY BRACtNG LOADS � <br /> � UNLESS UTHERWISE NC}TED,TME�{}UNDATION FOC?73NGS SHAL�BE A MIN 12"WIDE �-' , <br /> r BELC7W C}NE-S7QRY P�RTIONS OF THE BUILDING, 15"BELC3bV TWQ-STt}RY POR"fIC,'N5 7Rt�P1SFERREC7 T4 THE MAfN BUI!DfNG SYSTEM SHAl.I.BE IDENTfFI�D AND SUB�UlIT1'ED TO THE ENGINEEFt C}F a'�'lT�i��T� �.., ������ �������� ` F a��� ��� <br /> 9.'N11N.4"SiDEWALL�TEP FLASHING AT WALL t ftC}OF COtVNcCTIG1NS.R905.2.$.3 E�E�'OftD rOR Rc11tEW.ATTIC SPAGES I�lITFIC3UT STQftAGE SHAL�B�DESIGNED FC7R i Q LBS 1 FT.LIV�L{}AD.ATTlG a-� Q �-'�� <br /> QF THE BUILDING,AND 23"WI17E BE�OW`rNREE-�`uTOf2Y F}t}FZ`I'lOt�B OF THc BUIL6ING. �pt10E AREAS�NITii LliVli�'ED STORAGE,l"i�"A"C NAVE TWfl OR M{3ftE ADJt10ENT TfttJSSES 7H`�T ALLOW FQR A 42"x 24" JCN� L.r��ERr��...�N� C�R�VI�Y F���� �����T��� ���p� �Q'` <br /> SEE TME S1 SHEE7 RND DETAILS��R REQUIftEMENTS. '� <br /> 10.F3RE BL{}CKING IS REQUIRED t1T ALL PENETRA7IOi�tS!�T THE WALt�S AND PLATES, AREA;SNALL BE INSTF1Ll.Et�F(�R 20 i.BS!F7. LEVE�OAU.LIVEc.OAD�70ES f+IOT NEEC?B�ASSUMED TD AC7 �TFSt�J(�T�.J�A�.. a�+YS'�'EE�I�S QF' `�'�f.��� ���LL I1��7 t�,�,� w���� �`C`r- <br /> INCLUC}3NG:PLUMOING,ELECTRICA�,AND MEGHAEVICA�PENETRATIt7NS.FIRE SI.00K A7 N31N. CONCURRE�IT�Y WITH ANY OTHEF��IVF Lf31\D ftEQU€REME�lT.�. �-� � ` S.�°�� �� � <br /> 9. FOUNDATIC7N VENTS ARE Tt�BE 1NSTALLEQ�T 1/300 SQ.FT.PER I.R.C.,SECT. � c� �2� <br /> 1�J FT.O.C.Ht�ftiZONTt1LLY IN WAL.L�CRVITI�S. R408.1,Wt��HlNG7��i CC7DE AND WEC 10Q4.2.VEN3S ARE TQ BE A MAX.flF 3 FT.1=ROUi �}��I���Q I� �1��{������� ��Ti"� ��� �Q�� �"r�� �� <br /> BI�ILL?ING C(7RNEftS.ONE�II}E OF BUILDlNG MAY BE NJ(TFi{7UT VEtdTS PROViDED 8.4VER�RAILtINC'a NlUS7 BE SUPPOft7ED BY PC?STING DOWN TO 1=�AT BIQGKING 7HAT SPANS A h11N.OF NVt} � a���� �t�-� <br /> 41:bVA7ER HEATER IS TC}BE INS7A€.LED PER MAN{JFAC7UftER SPEC3FICATIONS:I.R.C. ADEQUATE VENT{I.ATEON 1S PRt}V3DED.WHEN FdUNDATION YEPfTS Ar2E WI-FHIN TI-!E 1`ftUS�ES WHEN RAF7ER�PANS cXCEED 6 FT. IE�IT�l�,I°�ATIC.�I4Ir�� E3��LOI�`�� C,�I��. {�E��i� A�� �'�"��"- -''-'�� }; <br /> (}p=;�C} . 4SU5 � <br /> ftEQUIRElV1ENTS,ANQ THE STATE ADF�PT�D P�UMF3ING CQ[7E.lN SDG D9,D2,TANK t�1UST B� ��SULATiOt�:SPAGE A PERMANENTLY t�T�'AGHED BAFFL�MUST BE IfVSTALLED A7 30 " �� '°�'r-� �r�� � <br /> STRAPPEI}AT THE UPPER AND LOWEft THIRD OF TNE TANK.AT THF�{�WER STftAP,STRAP IS F�S���F�i��I�� STA�I�A��i. 7TR��T�J1�� v�z�.�-o �..��� -° <br /> DEGftEcS TO AL�OW Fdft DIVERSiON OF A!R FLOGV.VENTS MUST BE COVEf3E€?b'V/[41itd. �. UN�EBS NOT�D�TNERV�IfSE,ALL EXTERI4R WALL HEADERS SUPP�RTENG RQ4�F LQRDS ARE TO BE A t�AIN.(2)�x 8 � - � �� � ����� Q��� - � ` <br /> TO BE 4"MI�V.ABCJVE THE CO�lTftfl�S, PER l.Ft.C.CNAPTEft 13 SEC7It?rt Ni9307.2.SNNE�3 �INCH CORRC�S1flN RESlSTANT WIftE MESFI.R403.2 }i.F.#2 U.tV.C�.ALL E?CTEFtI{7Ft 1tVAL1 F{�qpF�g g(�PPORTING F2{}��AND F�C)Oft Ll7AC35 ARE TC�B�4 x90 C7.F.*�2.t\LL ���/]�r�� �{Y}T�1 ��tF:T C�F T�� �I�C7���.����} �� � o,E.- z ¢� o = <br /> � z�r-'s �N�-� >- <br /> - u>- <br /> . n - �� i. L� :. G CG <br /> lNSTALLEE}1N A GIRAGE,ALL APPLIANGES MUST HAVE THE SOURCE t�F IGNITIt}i�f A MIt+EIMUM EXTER{OR WALL HcADER�AFtE l0 INSULATEf�W12°FUAM INSULAT(OtV F'LAGED TO THE QUTSICI�pF THE BUILDING. -, �, - �.;, -5 �r ���p y �-�q � <br /> OF 18"ABOVE THE FLOOR St.AB.MEGH 1 PLUMBING EQUlPPhENT IS TO SE PftOTECTED FROM �Q p,��WpOD IN CONTAGI'WITN CflNCRETE Oft S�IL SHA��BF 2x H�M-FlR#2 MIN. HEADERS PAUST BE BUPFOFtTE[7 OPI AT LEAST{1)CF'�IPPi E STUD FlT EACH BEAR(�!G ENU UP TC7 5 FT.BEYOtlC7 THAT �TF�UC.�TU�A�... a��S���V) �dF'IA��� �� �.'+C�I�+I+J�i P�Ce+��� £ � �o�v a. v�v c� o <br /> IM4'ACT OF A V�H1C�E.ELECTRIG WA7ER FIEATERS I.flCATED tht UNHEATED SPACES OR{�N A TREATED UVITH AN APPROVED PRESERVATIVE AND�A�V.HOT-DfPPEO CC7NtdECTORS {2}CRIPPLE STUDS Ar2'"c REQUIRED.�UlLT UP PO�TS CA�LED OUT A5�OUSLE OR TRIPPI.E S'�UQS MUS'I"BE ��y� �'�' �`" � � ' <br /> SLAB SNALL EiE PLf10ED ON INCOMPRESSIBLE R-1t}lNSULATIO�1. A ��DANG�� VVIT�'I �ME ,(�'i���� ��'.TI'1��,�t�.. <br /> {t�R)STAN�ARD HENI-Fift ON AN IMPEF�VIOUS MC}ISTURE fSAftRIER(1.Ft.C. R317.1}{OR) ATTRCHED TOGETHER WI 10cE NAI�S @ 6"O.C.ST�GERftED THE EhiTIRE LENGTH OF PQST.RL�F3Et�RING V�IALLS � �.�,, <br /> BOftATE TRE'�TED NEM-Flf2#2 MINIMUM. EX{'EEDING 1{3 FT.MUST�E LATFftALLY SUFPQRl"ED�4 FT.C7.C. LI'�7HT-Ft�aA�� �i�I�.���U�r�I�� R�����`����TS � �� "� <br /> zz � <br /> 12.USE 518"SHEET RC7CK OR 1t2"SAG RESISTANT f�T ThiE C�I�ING PER I.R.C,TABLE R742.3.5. <br /> USE 5(8°TYP�X SNFET ROCK WHERE SEPARATING GARAGES CEILINGS FRt�M HASITA$E.E 11: UNLESS N�7ED C7THEFtWISE,2X MUC}SILL TC�8E NUIVG AND(NSTALL,ED FLGSH TRUSS SYS7�M SHALL BE C3E.SIGNED FOft Fl1RhJACE D�AD LOr�D r�ND LIVE�OAD FOft SER�IICE.THE FURNACE fl[�' ���� �FS'�. ����I�A�L� C�'�E�� s�Tt�1I�LeJ��,��' AF�i.'�.'_. \ � Q i= }u`� � ' , <br /> ��� <br /> RQONIS ABOV�.TABLE Ft302.6 WI"I'f-i TNE INSIOE FAGE C}F FOUt�lDAT10N}NAtL AT J4IST BEP.rtIEti4G PC?fi�tTS TtJ ACCEPT LOCRTION S(-tC7ULD BE E OCATE[�i"C}Ur1ARD Tf-IE GEE�1TcR OF TH"'c A7T1C SPAGc- '��'�'� ���, `L"{�'�� ��(f ,��{�'� �`������J� �_'�� ���� �' r�i� Q��' � � <br /> JC71ST HAldGEftS.�IERIFY TNAT-E'HE MUD S4LL I�SC2UARE A�i',4LL CC}RNERS.fVIUD Sl�L ' ' ' � w a� rj w a �,�� <br /> 13.Ft��1SHING IS REQUIFtEO AT ALI.EXTEftIC?R l'ftIM EXTRUSIONS,WINDOW SILLS,Jla[v1BS,AND N1UST BE FLUSFi TC}BQTH THE fNSIL}E 4F TNE�OUNDA�i'IC}N t�NC}Tt�E OUTSIDE O�THE 1C.ASPFiALT SHlNGLES�111357 Ct�MPLY UVI7H W6ND SP�ED SITE CC�NDl71C}NS AND 3E SEAE.ED IN�CCQft�t�NGE VUITH ���r ���� ���������• �'�-'�� U z�� � <br /> C�TFiER ARE�S THAT WATER MAY lNTRUDE.PER THE I.R.C.INSTALL WINDt�W PER F C)UND RTIC3N WNFN NANGING JC3CSTS O�F OF THE FC�UNDATIt7N.MUD SI�k MAY BE p��M D 7158 QR tJN�EALED IN t�CCC3FtDA�`10E VVlTH AS(YI1'D 3161.Ft9�5.2 � � ��� �`�F"� ,�-�' <br /> MANUFAC7URER INSTRUCTIC?NS r2EQUIRED 1"O BE RlPPED DC}Whd FOR PRt7PER It�lSTALLATIC}N. �' ��v; ���t= ,,,i <br /> � �-�'T zna� <br /> 14. PR4VlDE A MIN.ROUGH t?PENING:TNRCJUG�-i FLOOR RT 18"x24"AND TI�RC3UGH EXTERIC)R 12. UNLESS NOTED OTNE�WIiE,ATTACN THE M1UD 81�L TC17Fi�FOU�;4Ai`IOA!V�iA�.LS �����'����E'�'��'��� � / ,� �`���u�r �``�'o� <br /> Wi7H 518"x 90"t�51'M F9554F GRADE 36 ANGNt}ft B(7LTS(c�6 FT O.0 ON SINCLE ST4�RY r" �������� "''��`���� �����` �`� �`c z<� <br /> CQNCRETE WA!L AT 16"x 24"CRAW�ACCESS Pt1NEL VVITH A TIGHT-FiTTING DOC?R.DOC3R --� - u��� ,f.��n� <br /> SNAE.�BE BAGKED WITH INSULATION IF It�GATEQ ASOVE HEATED SPAGE.V�R1FY ACCESS PLANS AND 4 FT.O.C.Oh!MllLTI-STC}RY FLANS.W(TH 7-1�1 EMBEDMENT.USE 1/4"x3;'x3" �. TH(�PLAN(S DESIGNED USING TFiE PRE�CRIPTIVE METHOD R405 IN THE 2092 ttV.E.C.GLAZING it�l l'NIS PLAN MU� �',� �o�� <br /> F�AT WASHER i�NE7 f�iUT. 3-IPi CLEAFtFlh1GE FR4(Vl SOIL REQU3RED. 11SE A MINtiUiU[U1 OF €3E AT LEAST Tl-1E FC7L�QWING ll VA!U�S:fl.3Q FOFt VEFZTICAC.GLAZIPIG,0.50 F�R OVEFtFIEAI�GL�It�G,4.20 FC�R �� ���� ���i�'`� � ,�a�v z�t w� <br /> LOCATIC}N Wi7H QWNER RN�PLANS_ s�� o z�� <br /> n TWC7 ANCHQRS PER DAUD S[�L MEPABER.SEE TFtE S'1 ShIEET ANC}DE7'11LS FOFt Dt"JC?�GLAZING,CON7RACTC}R[VlUST�1EcT AL�TME FtcCtUfREIb1ENTS OF TI-itS COC}=AND ALE OTNER S7'RTE A.N[� � ti r- � s- � „�+.0 w <br /> t„ ADC}ITIONAL REQU(REM�1+7T5:W1-lERE ANGHOft BOLTB ARE MISSE��USE 51B"x 9Q"l"ITEN � �,r+� .�.r���:.�`i �C���� ~ "-`-'� � <br /> LOGf1L C:{}D�S. ��� � u�� <br /> 15.UNLES5�lC7TE(�C7THFRWISE,NAIL A�.�T{?P PLATES TOGETNEr'�WI 16d�IAIL..>@ 12"C}.G, HD SGREW ANCF�OF�S W!1f�"x 3"x 3"WAStiER. }��°-/'�-`�A ��.���. ���t�'�� c�',.CiC'# �'�.,��� ��..�il� `�'L U "t-w� < ! , <br />. �: AND AT SPLICE��N116d NAII.S @ Ei"C}.G. I.AP SP�ICES R[V1Iht.OF 48"TYPICA�,NAlL AL�Bt�T70M . +� �'u�i c� r�n�w � <br /> PLATES THROU�H FLOOR SHEATHING Rf�lD INTO RlMJ{3IST/NIUDSILL�NI iFid N;�iLS�a 8"O.G. 13. UNLESS NaTEC}C}THEF"�NiSE ATTAGH �1UD StLL T�J 1�17�t21{lR S7CtIP F��TI[U{�aS Ul�! 2.A MIN.t7F 75°1�OF�LL IiVT�r�lC7R LU[V1I�lARIcS MUST 8E HlGH�FFICAGY LUMIiJARi�S V�lEC. R�l04.1. � ������� �'��`�°'°�: �r��'���-�� ��-��`� �--- ' ----- '-�-- � <br /> t' ° <br /> ��� <br /> NAIL AtL QS.Ei.SNEATHIPlG W18d NAILS�a 6"Q.C.ED�E AND 12"O.G.FIELD,EXTEF210R STUDS 1i2"x 8"ASTM F1554F GFtAD�36 ANCNC3R BOLTS�a 6 FT C}.C. USE STANDAftD G'UT FLAT , f'"" 9 ' �- �� ��T� <br /> MUST BE SPACEDAI 16°C3.G. � A.�"t�1�-A ��i�`�...�°T. ��.,�`J�T���'J F��1�� � <br /> WASHER Ah1D NUT. 3 INCH CLEAftANCE FR{7M SOIL REC2UIRED. U�E A R�IINiMUPA 4F 3. Ai L INSUl.A7iON At�ED BU(LDING ENVELOPE RE�UIREt�1E�lTS ARE SNC7}N C7N THE A2 SNEF7.AN'�'OPEh11NGS iN 7H� �,. 4..� _ I . <br /> TW(7 ANGHORS FEFt NitlD 5(�L MEMBER.SEE THE S1 SHEET AND D�7AI�S FOa CC7N(�1710R�U AREA TO TNE C}�JT�IDE MtJST E3E AtR SEALED i�JCLUDI�IG:bi11�L�TO�A,ND BOTTC�P�1�LATE^�Ut9RE 7 ��"��"� �,�.iS�I , ��.�VAT��r�I i l.�.�a�'� � ` I <br /> 16.ALI ��pROQMS AR�TO HAVE AN EGftESS WihlC�OW iN{TH A N1lN.20° x 24"OF'EN1NG N{aT a,Dt�lTIf3Nt1L FtF{�{)IREMENTS. VVh{ERE ANCHOftS BOITS AE'�E lV11SS�D USE:-1 112"x 8" F'EP3ETRATIC}E�1S,ELEGTRlCAL B4XES,LIGHTItJC�,HVAC:PClJM1Blh1J,ETC.lNS7A�_t_ATIC7N OF�t1C7S I!�!cY.�RIOr^'i � J�_�� F��`j - t �� ° 1 � <br /> LESS THAN 5.7 5Q. FT. TITEN HD MEGHANICAL ANCHQR BOLT: V�IALLS,GEiLi�drS,APJ:J�L�70F�S�nUST NUT UISF'?ACE QR GCJNfP�CSS FtEQU(��0 BUI�DING=NVELOPE IN�UTATiON. {� ,�y � �'.--�I �f�A��I F���}�.�. �; s�LAi, :�I �, <br /> 17.CABINET,PLUNi81NCa FlXTURE,AN�DOOR RC7UGH OPENiNGS ARE CRITICA�QIMEPISlONS. � BUfLDING CAViTIES i�lIAY]�JflT�3E IJSE!7 AS C}UGTS. '� �i-�� �,fG� ��^^I ��j�u �4]�l!� U��[=� ��..��'+� ��,�� <br /> �.v <br /> 1Q.WHEftE ftEQUiRED PER iRC RAd6.1,Fc7UNC?ATIOPI UVALLS yhfA��BE D,�MP PRQ4FED � �.�... <br /> TAKE CAftE TQ VERIFY TNAT THESE DIMENSIQNS ARE FRA(VIE€�ACGURATELY. ARC7UND 7HE ENTtRE PERIMETER USING A M�TNOC}THAI`IS APPR(JVED BY ThiE ��"�� t��VS/ E�A`�'��1�����' Fx..C��3� �'�f�t� _ <br /> �#.THIS P�.fifV NiUS7 Ht\VE AN AIR lF:�i4t�GE TEST F'ER 7NE WE�US1NC'a THE B�tIWER DC}CIR METHC7D..THE EST SHALE � ,..+ � <br /> 1$. SMQKE A�ARfv1S ARE REQUIftED 1N ALL SL�EPIPaG ROOMS,ANC�<JUTStDE r1LL SLEEPING BUILDIPlG DEPAR'}"t�+IENT. DETERMI�IE�f+r}AX.5 A!ft GHf�PJGES PER HOtIR.AhlQ COM�'LY WITN t1LL TFIE i�EG2U1ftEME7hIS{7F WEG R40 .A.�.2 � �-�A �,fZ,.� l4 �'���,� E�...��.�..'v���nl�..�.PJ T� � � <br /> AftEAS.SYSTEM N1lJST BE IMTER CONPIECTED IEd SUCH A VVAY THAT ALL ALAREVtS S{3UNQ WHEN r��°1�l�lftit�A��.FRAt�i9 Fa� � - � fl;? A-�� ,�r V� 4} �r � "�' �° ` s'�f3 <br /> �f5 TI�S - 5.ALL�7UCTS NUT��"JCATcD INSID�TI-�F COfi,�'3ITIQ�iED SPACF SHALL BE LEfiK TEST�C)IN ACCOr'�DANC V`11TN 1htSU �F�- ��e��Y� C,L��r�T��J�� �,' <br /> QNE IS ACTUATE[7.Ft314 RS-33 TN�MA:;I(�11.lM AL��Wt13L�ttlR LEAKAGE SNA�L BE LESS TH�N 4 CFPA PER 1fl0 SQUARF FE�T OF GC}N�ETIOP�ED �( �i�-�-� ��(���C. ��.���� ��,�1����� ��.�i�'� ° �j� � � � � � <br /> '(. UNLESS NC)TEb C}TNERWISE,FASTEN 7116(NGN APA RATED WOUC}STF2UGTUFtA� FLO�P Rf�EA AIVD PEFt WEC R�t03.2.2. " ��� � <br /> 18. AN APPROVED CAR$ON MC7NOXlDE AL�RM IS R�QUIRED OUTSEDE ALL S�EEPING AREt1S PANELS`i'O ONE S(C}E O�WALL.FRAP�tING W/8cE GOMM�N NAILS @ 6"O.C.C4N PA�JEL � J�.BM�J��A FiC��T. �C�C,�� �'�a�`�itI�I�C� �����`�� � "'�r -� tV ef � <br /> AND BEDF2C30MS ANQ ON EAGH LEVEL.GAftBON MC}NC}XIDE At�ARM MUST COMF�Y WITH EDGES&12"C}_C:IN THE FIELi�. ALL PANEL EDGES S�-IAI�L BE$L4CKED.STANDAftt7 6.,�1 CERTIFIGRTE IS REG2UlftE0 Tt�BE CC7�v4PLETEC}AND LOGA7ED �IV11'FEiN 3 FT.C}F TNE ELE�TFtICA�PANEL, �„ r o- a '°�°" �"`' `� �' � 4� <br /> U�203A AhtD MANUFACTUr'�Eft"S 1NSTRUCTiO�lS.WAC 51-51-031S SHEARWALL COtVSTRUC?10�1 PER P(�1N. SH�.0.7�9ING EDGE MAILING�ilA'f VARY PEf2 CERTiFICA7F_iNUS��SH4W 7I-iE FOL�OINING:INSULATIt?N VAL.UES,tNINDQW GLAZING U VALIJES,HVAG EFFIGIENCY, ���� `� � �+ ��'� ������`���� �Z'''��'� �� � � vj `�3 €'" <br /> ! f� � � <br /> PLAN.SEE THE SNEAR'NALLrDETAILS FC�F2 REi�UI�EMENTS. DUCT LEAK;aGE,AN�AlF#IEAKAG�. � �"i �-� ��0'�� �� ��W �L�C�F� �F�A�I��� �'�th'.I�� � ti�`�j ,%' tb�d � � <br /> K; <br /> 2�. MnNUFacruRFo raM�FR e�aMs 2, Uf4�ESS N4T�0 UTHER�NISE WA�E.FRAMENG MATERIAL Sh,�LL BE M!N(MtJ3vl � ,<"' S"'�f� ,d v : it C'�`R�N F�i�C�� �����II�i� F��:���3`'�� � �� � � `� � � <br /> � 7.A WHOLE I-IUUSE VENT1!ATION SYSTF'M iS REQUIRED. �ITNE��A CONTINUC7US OR INTEF2NitTTEF�T SY�TEM l�AAY BE �� �``-r"'�-��t � �!1 f..IJ .�-.. tV <br /> a. Gwi�MiNr�TE�r4MgER aEar�s i��U�aM eEAMs� HEM-�IR NO.2.�NAL�STUD SPACING SHA�L BE A N11N.OF 16"a.G. USED W!1491Pi.75 CFM FACTOf�2ATE.FA�t SIZdNG FOft ERCH SHALL BE PE�R�03.5.1. HABITABLF_ROOPIIS? HALL HAVE �€� �-�,��Z,�%-,,+ u �'����jif ��� I I��A L c���� �, �" t`� 'f '"a � <br /> AL�STRUC7URAL GLUE-LAMiNATED T)MBER,MATERIAI.S,(�1t1NUFACTUREAND QUra�ITY CONTRC�L VEN��E�Wkl'1D01t�IS.M1507.3 c A �t �� T �i t� �,t � � � ^ <br /> SHALL�E{N CQNFORhr1ANCE V�lITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTUFwi.G�UEo 3. filA4L8 lJSED FOFt FRA111►tNC�STF2UCTUf2AL MEMBER�SHALL�E G(�MMOi�,B.g.,8d . }'� *�""�� +`�•�'.V i� 1 V��1�v�`�� i ��ii�`"�� C �:���t� � �� . <br /> lAMtNATED TIME�ER",AND A�L MEM8EFtS SHALL BE MAftKED Vi�I7H A QUALITY N1Ar�K THEREOF. ALL (Q.���"},1Qd{i1.1AH��),AIVD 16d{0.162"). HEh�TING SYSTEM: - 5' . �`_ r� � � - '+ " <br /> ��v��vouTs s€�����sE PEe�P.s.�s. cFlM�E�s�Rc as sNawrv or�rH�a�inwit��s: a��M�rne�t�s TNlS BUILDING IS HEATED BY A HIGN EFFIC€ENCY EL�GTREC FUR��ACE.FUftN,�GE MUST NAVE A PRO��A MAB�F 1� '~� �'C i�..� �t �°��.�'���.C�����r��. ��_F�'a��I� _` �,� y� <br /> SNA��B�FITHER CC�MBlNATioN 2qFV4{SIMPiE SPAN}t7R 24�-VS(CFNTILEVERED OR CONTINUOUS 4. M�N�INUM FASTENlNG SGHEDULE FOR C�NSTRUCTING WAL�FRAMfNG�NALI.BE THERMOSTAT WIThI A Pa}IN.QF�-�PROGPYAMPAABLc SCF{ED�J�E WITN AT LEaST TWO r"RC)GF2A(49MA��E SE' BnGK ' �}� �-"� ���f�;� ��t��..� ��,I�"� # � <br /> SPAN} AS APPt_ICA84E.A��MEMBERS StiALL BE ARCNiTECTUR.'��APPEARRNCE AMd SNALL BE PER IRC Tt1BLE Ft602;3(1 At�!!7 2}UNLE3S SPECIFEED t�TFiEFtWtSE BY 7#-fE PERIC3C?S PEft DAY.A`f LEAST�NE Tt-IEFtfv3t7STAT NEU�T B�PROVIQ�D FOFZ EACH SEPAFtATE�PACF. �i�y"�y� �� n§ i-- a-� tt n �� �1� �a^s <br /> GLUE6 SNITH Wf17ERPRO4F k6NESIVE RER P.S.56. AftGkIES SNALL BE CtJMBICaAT10N 24F-V8 AND ENGlh1�ER1NG DESIGN.SEE STRL1CTl7RAL DETAILS FOR F�EQUIF�iEMENTS. � �^� i'"'"� �71�C��'i Y�t'i��..� i �r'"1�� t.z... <br /> HAVE EXTER1Qft G�UE.flRCHITECTUftAI GRAQE. • EiVERGY CF{EDI7 ��,,I �'� t.7�I��T� �d Y.��� C�C4t4 � � <br /> 5. AGRQSS OPEN�NGS IN SHEAR WALL WALL LINES,AND A�'1'HE E��D aF A SHEAR 7hE W.E.C.aQ46 REQUERED ENERGY GftEDlTS FC}R TNIS PC,AM AS FC3LLC?WS: <br /> B. PaRA�LANt gEAMs Wt���SEGME�lTS WHERE SFiEA�tWALL LINES GQN7INUE WITH A N�N-SHEAE�iWALL, 5MtaL�DWE��.IMG UNIT L�SS THAN 1540 SQ.FT./MAX.300 SQ.FT.FE3VESTf2ATIC?�t:0.5 PC?INl' ; ''��'' L.-� � .•• ������i �;`�I.+�eLi� �:1'i.�`.. i���� � � � r` <br /> �caMs sr�A���E z.o��aRr���nM ps�.as r�FlNUFacTUR�o B�r i�.�ve�. MnT�s�Ea�s;ti�a.rvuFaCTu�E, DRAGSTRUTS ARE REQl11RE17{ie G{RDER TRUSSES,PORCH OFFSE7S,WALI_ MEQ(UM DV�JELLING UPaIT 150�SQ.FT.T�J 4 999 S .FT. : 1.5 POlNTS J �"� ' � � +� �x s"" � '� � � N <br /> t � � L� DT�i:0 �-'.��/ P�,�F�1 L�Tf,f�a � � � <br /> ` ANCJ QUALITY CONTROL SFlALL BE PER THE MANUFAC fUftER WHQ SHALL ULTIMATEIY BE QFFSETa�,QPEIUINGS,ETG.}NAIL.TOP P�ATE SPLICE WITH A MfNIN3UM C7F(12}1od LARGE DWELLING U!*�IT{5,000 SQ.FT.}:3.5 FxOINTS ry- q . �""' [v,) p� � � � <br /> RESPt3RISIBLE FdR THE MANUFACTURE OF 7NE PRq6UCT. Al,�BRIDGkNG AND Bft?.ClNG SHALL BE IVt1I�S;SEE STRUC fUE�A�CIETAI��u PER 7HE S3 SH�ET Ff7R AQDITIONAL �, � I �. 3 ��f�� ������p� (� "� `� �,� C37 <br /> PER TNE MRNU�ACTUftEii. SPECIFIGAT{tJNS. . � � -� �� � <br /> TMIS F'l�AN UV(LL BE FiEATcD WITH RADIA{V]'UV.0.LL NEATERS 1'NAT NtEET THE RcC2LJ1REM�NTS t}F THv 201�V�! C t\�II} � +� ,��.,,,,,,o„�,,.�.:.,,.,_, _ . - - - ---. �� c�` <br /> C. M1CROLLAM sEAMS L012 I.R.G. p p '""� ,C' u . +.t? <br /> 6.AT WAIL SHEATHING SPLICES C7N N3UL7l-STORY PLANS SHEATHIt�G SH�1LL E�� I I�J�C'� , ��IT�TI�S 1"S�� l���U���� � ra (,;} :;5 t� <br /> ' F3EAMs SH,�L�SE 1.9 h1�GRt�GLAM LV�As tv1ANUFACTUREo BY i�EVEL. tvtt�TERIALs,P,tANUFACTURE, qTTACH�CI ON G�NTIt+JUC3US R3MJOISI"� PER SHEA'r'�WA��d�TA1LS. "$!M:'SOh�" QPTI{7N CNOSEPI FOF�'1'HIS PLAN A5 A M�D�UPA D'NEI�LING UNIT ��I' 1 �[JS 1'"�Q�C'3C� �C� �I�I J�t ;°�' � t�. � tt� <br /> AND QUA�lTY CONTROL SNALL E3E PER THE MANi1FAGTURER WHO SNA4.1�UI.TIPtWTFLY 8= ,� C3u�Q�. ��� . <br /> , FRAMI�dr CLlPS MAY BE RFQUIRED AT S01�11E 5HEARWA�LS.VE�ZIFY REQUIftEMENT� � � � �=� �y � <br /> ftESPONSIBLE FORTHE h9ANUFAC7UftE OFTHE PRQDUCT. ALL�3RidGfNGAN�BRACkNG SNAL!8E � •.,,, ,.. ,. ,�: . . ,,,., ., ,.:, �., r.sz ,..,,rr:. ,.. . .:•.,. . °:;: �i+;° � •••..'4�•'� '� r`� <br /> P�R THE MANUFACTURER. PER Tl-!�S?SHEET AND SNE�1ftWALL D�Tt\ILS. �" �'!3 t-- �) c.� <br /> t ; , <br /> �5b A,HtG`�I E�FICIENCY QN DEMAI4D PRC7Pf�N�WATEft HEATER VVITFi,a MINfP�IUNI EE OF,Qk8��, 1 5 Cft�DITS� . . .. �. <br /> , ._._�.__ .�.t�--�__W�__ � Plumk�m S r�nkl�r <br /> �. r�M�ERsrRnr�o e�amAs _.�F�,�1t�lf�lfa AN.C7 C}�RAI k������,�._._,:._� � � p <br /> ` BcA(V1S SHALL BE 1.55E TfM8ERS7RA[3�I�SLAS MAP�UfACTtIf2ED BY il.EVEC. MATEi23ALS, � ' M�+�i�#�r���r'L�� F���r � �����. <br /> �N�����i��a��c,��.cu�.�����e r������.����r�� . � J����1"�'1 <br /> MAAtUFACTUftE,AhiD Q4JALITY C4iJ7RQ�SHA��BE PER TF3E MANIJFACTUREt�WNO SHAI� - � �a. ��OVISIOC�S.Sf"I�II.�£ I'T��C�� TOI" �I1¢ CU�1tCO� c'111CI CI�`t"l'I�aoE,' ��F SI.Ir�c"��`{� : � � - <br /> F2�of t�u�se��to b� ���fi�ed . <br /> ULT3tv1ATELY BE R�SP4NSISLE F0�THE MANUFAGTURE OF 7NE PRO�UCT. kEL BRI�GiiJG AND - � �,�+� r _? ,��$i#y 2�70-�Iid�fSO€l <br /> , 1. 1.GRAPI"C OF LICENS�: ItV GONSIQEE2ATIUN�F Pt1YMEPfT C7�'THE�NGINEER C}F • r � • �r ' ' S ICI��`�S �11Cj GdtC}l Y"! � '" ,���• � ��Pr�.r�r�{`.++G�� � t�W�tl 1"� �1TEC� � . <br /> €3RAC3NCa SFIALL ElE Pc'R TNC MANUFAG7UftER. W��f.� t".�PGCICICI kJUIICEI(I�..� J��/. �I.�{��;CSf {�I`t��ll �IC�� , <br /> ;,�j REGORD.GftA(�TS YQU,TFIE L(CENSEE.A NONEXCLUSlVE R1GHT{7F USE FOI�THE . �{1 � '� � P � = DttTE: 0�{16J1v <br /> E uTIMBERST�ND RIM BOARo , PllRPC7SE C7F CONSTRUCTING fl�JE STRl1GTURE FRC�UI TF{ES ENGINEERINv. � . . , r <br /> i,-�. i�asins,ar o#her:necessary.draina�� struct�r2s and �h-a!I be inst�filed r �,,� �! ����� l►c�n�ed s�trt�c#t�C�1 , <br /> RIMS SNALL BE 1.3E F3P.�BERSTRAN�LSL AS tN�NUFACTURED BY iL�VEi.. i�1A7EF�IA�S SUF3SEQUENT USES ARE PEF2MITTED U'!I~I�N ACG�MPANIE��Y'AN C�RIGINALLY � �l �` �� ��������: �� <br /> _ � ST ,� , � �� �, , .. . ' W�'18YB S�Ot"CTi `h/���i` C�tS�C}S���GaR�t}� �18 4�3��I�'iPC� �II��i�UT ��l�li' tE52 Ot' r � i _'. CHEG�{ED 3Y: KA <br /> MANJFt1CTURE,AND QUt;LITY CON7ROL SHA�L Bc PER 7HE MAh1UFACTURCR VLMQ SHAC(. A�VIP�D SI�CE SI�ECIFIC RE USE LETTc'r� FCaR EACFI I�C7D9TIC}NAL..aITE. : . :- . .. * . .:. , � , ti �y, SI.,,,�y�� <br /> . x ULT4MAT�l�YBERESPONSIBLEFORTNcMANUFACTURE4FTFiEPRt7DUCT. A�LBRIGGINGAND ; . �/�1�#"'43. 2rOSlC}Cl'Cc`�flflOt }��'�JJI`�tifE.'iI�E:C� �3y flCll��"1 �1"c�C�l(J� c'lf1Ci �}��il�ltl�. - , -, � � iti �.`yll�\'(k,� SCRL�: �/4°=1'_{}" <br /> BRAG(NG SHALL 8E PER THE MANUFAGTURER. 2.C}W�IERSHEP OF ENGIiVEERING DRAWINGS AND G:?LGULA7IC)NS:ER1GlNEER OF - , . , , " . .._ �t �y�t J�1'J �a C' '�y�i� . 'lt'� _ . <br /> RECORD ftET.'�INS TNE TI7LE 17 USC R1�NTS AM1(�OWNERSFIIP t7F TNESE ��'J/YV2��S�5�7�1� C�t?� �2 If2SI���2C� tt1 c�t"Gc1S Wrlpl'� ��`]6 S�JI) !� 11t�� �rV£:�� ,� ����'��.Uii���� £5,��j���� �� s���� ��� .�., <br /> ENGINEERING DOCUNlENTS AND AL�SUBSECtUENT CC?PIES O�THE ENGINE�RING. S�Cr�tt12CI c1CiCI•�Jf Q #,� .' • • `�<. '•" '' , � � �C��f�� <br /> z� .�ur�,b�rr� �s ��T PoszTzc�z��r� �� � � �Qus. '�# �'��` y ,A���c��v�� �3ut�d�� �����►� > � , � r � <br /> ����:�,�`EI� C}I'� F�.Pt`�I�.C�V�T� �j'["�; j�'L,t��T TNi�iS NC7T A SRLE QF THE QRl�ENAi ENGINEERING. , � �,' ;� :����.�. <br /> t-�� � � 4 <br /> �;NEW SITE �'�.f��� S��AT..I. $� ��J}'s�11'��T� 3.GC?PY AND TRANSFER RESTRIGTIONS:TH�SE TEGNh31CAL QRAWiNGS AND � � 1 � P: �� � _, �r � <br /> •rEL>. i*,ro FU�'�T��� II�tsYECTI��rs �`���,L , �g �rading �hail be prr�iic(ed �o n.�ur., ����.r����-����►��� ��.���'�{��� �, � �v�G� <br /> CALCULATIC}NS ARE CUPYR(G}-iTEQ. GNAUTHQftIZEi7 CQPYING OF T'HIS . �t ��� SHEET NUMBER <br /> `�' . �3� L�'�AI�E Q��TH���I'��.T�,��' f11`�j'�'f�,;����� ENGINEEftING IS STRICTLY FORBII�C�EN. THE ENGINEEft1iVG I$LIGENSED TO YC7U Lf��'� ����1��} �'�.��,���� � �{�(„1�'� � <br /> ��} Diversinn of water av��� �ram buiidin s. ��:5 tJ ` <br /> �NLY,AIVD�1AY NOT BE TRANSFERRED TC}ANYONE ELSE WITHOUT THE PRIOR � � ��� ��� ���� � �(� , ,, <br /> ��'y-��.�I}�1�'E��.E�I��_TEi`,9' �r'E�-',�A�'�'R'��- WRfTTEN�ONSENT O�ENGtNEEft OF ftECQRD. ��� (�C@V8t1tIC}�i C?f St�[lt�l(l� W��E3C.1C1� 80�� 5c"�'��.lt't7t�Url Cj�$f�iY1�31'9�8� �� <br /> �� ��; ��� �Uz�,���rrc��:eU��,zc �vc���� �o �t��,ctur�s �na �at u�e. ����p��T�� �,°� ����'lN��� _ <br /> I�E�'T�s 1# is o�lners responsit�iiit�t �� e�ta�list��n� ��k� �� <br /> �roperty lin��� {�} That natural drairiage �i�ann�ls�i�' b�slr�� ��'� ri� �;cs��+��� �+n , <br /> � �. �� �� _� ��. � � � <br /> , <br /> - F� � �� -,a�r �;.� <br /> ,,. _ <br /> z: .. ,. . r., � • _ �� n z .„ <br /> � ��� �: �� .. ��. � <br /> . <br /> _ .� <br /> , ., , :: <br /> � �d} F'r�visicar�s fnr f�i� dis���at a�4v���r.frr��i� E�� <br /> _ : � <br /> l�} Pc�taction tai at�j�ir�in� �ir�p�r�y?� ' , � <br /> .� ......,, .....,. , . . : - , :---, - - <br /> --- i <br /> __ _ ._ _ . _ - -- - <br /> _ _..._.,__�. _, ___._. _..._..___ -_..__ <br /> _._�-.. _�� -: , i. <br />