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_ aE5i1+GN LC)ADS► FIREl1.IFE SAFETY �C�I�T. CENERAi. GC�NSTR�CTIt?N �it�TES C�"JNT. ��vis��,v� �Y
<br /> . � CQDES 8� STANDARD�: }�RC �OC1�WSEC 20CI� }MC 200� 2. �MO�E DETE�TC�RS SHALL B� DIRECT 11�lIRE� TC� 5. DO NOT BACKFEL� UNTIL SUBFL.C�4R I� IN P�ACE, 4R 1NA�.LS
<br /> � �.IVE LCJAD�: Rt�UF {SN�V1� 25 PSF BUILDING PC�INER WIO aI�CONNE�T �WIT�M 4TNER HAVE BEEN ADEQUATELY BRACED T�J RE�1ST LATERA�. EARTN
<br /> � F�OORS 4fl PSF THAN QVERCURRENT PR(JTE�TlON, PRE�SIJRE, �F2 UNLESS WALL NAS BEEN I�ESI�NED AS A
<br /> WIND �20 PSF EXP4SURE B GARAGE �EPARATION R�TAINING Vt/RL.L AND IS IDENTlFIED AS SO IN TH� P[.RNS,
<br /> SEISMIC Z�}NE 3 1 . GARAGEIDWELLING SEPARATiQN SNALL CC3NS[�T C�F 6. BACKFiL�. 1NITN CLEAN, P'ERVIOUS MATERIAL. CQMPACT AS
<br /> ASSUMED �OIL BEARING �� 2000 PSF, EARTN PF2E��UFtE c� 35 �" GWB TYPE "?C"' FIRETAPPEI�, RPPLIED TO AL� GARAGE
<br /> REQUIRED,
<br /> PCF EQUIVALENT FLUID PF2E�SURE F4R BASEN]ENT WALL�, & SURFACE� ADJ{?ININ� DWELLlNG. STF�UCTURAL REINFt�FtCiNC
<br /> 60 PCF F(�R CANTILEVER F2ETAI�IING 1NALLS, SUPPORT� SUCH AS POST� & BEAMS �HAI_L ALSO BE 1. INST/�LL REINFQRCING PER ACI STANDARD PRRCTIGE.
<br /> C(�NCRETE: 2000 P�I �a 28 DAYS, 5 SACK CEMENT/CYD; MAX. WRAPPED. �PLICE �4RNER & CC7NTINUOUS BARS WITH 30 BAR
<br /> 6 GAL. iN/SAGK F�JR AL.L STRUCTURAL �4NCRETE, INCLUDING 2. AIR DUCTS PEN�TRATING SEPARRTIC�N �NA�.L BE 26 QIAMETERS.
<br /> FQUNDATIC�NS & SLABS ON GRAD�E. MAX. SIZE AG�REGATE GA. C7F2 NRVE APPROVED DAMPERS. �{f ��
<br /> 1�-„ MAX. �LUMP 4" CONCRETE FC3R EXTERIQR WA�KS TO BE $„ 2a NIIN. BAR COVER E�CPO�URE: WEATNER 1 � , EAF�TN 3 ,
<br /> z : �. �OORS FR�M GARA�E TO DWELCI�1� SNALL BE 1 O T N E R�" P�A C E W I R E M E S H A T M I D P 4 I N T C 3 F S L A E�S, �
<br /> AIR ENTRAINED (�°lo) +1- 35°/a FLY ASN. S�E.ID CC�RE {MIN.) TIGNT FITTfNG, & B� SEI.F-C�OSIRI�. 3. �(i/i g E p A N C H O R E 3 Q L T S M(h 1. 7° U I�I L E S� O T H E R 1 l V I S E C� E-.
<br /> RE-BAR: ASTM A-615 �RADE 40 �-.� �,
<br /> SAFETI( G�A�1NG NQTED.
<br /> FRAMING LUMBER: � W �
<br /> PLATE� & �I�.�.S DF/L #3 FCI - 625 � � ��-����� ��B�EGT TC} NUMAN lN1PACT SNALL 8E TEMPERED 4, TIE NEW F4C�TINGS T4 EX(�T1NC WITH A M1N. OF TWtJ #� � �,� �
<br /> STUDS DF/C. STUD FC = �75 SAFETY GI.AS�. BAR� (a� EACH 1NTERSECTI4N. � � �
<br /> 2. SKYLIGNT GLA�INC SHAL.L BE TENIPERE� G�.ASS {TOP), WUiDD �RANIING �,,. � �
<br /> JOI�TS & RAFTERS AS NOT�D PER PLA�J 1. FRAMING LUMBER: �D T� 19°!a MOISTURE CC�NTENT { c.�
<br /> P�STS, HEADERS & BEAM� AS NOTED PER PLAN 1.AMlNATED GLA�� �B4TT(�M), MfN. 2" TNIGKN�SS, PF�CJVIDE ��apED PER �TD. GRADING RULES 11VCL.IB OR 11VWPAAS � � `� '�
<br /> META� CfJNNECTORS: "�iMPSON" (J� I�BO APPRtJVED M�N. 4" CURS � ROOF.
<br /> EQUIVALENT. SECURfTY APPLICABL.E. � E-x-= ?� �
<br /> 1 . PROVIDE SECURITY @ EhlTRANCE DOt�R� WITH MIN. �" THR01/U �� ��A�DE & SPECIES PER FRAMiN� PI�AN & "DESI�N � � � �
<br /> G E N E�►A� ��I E R C'Y' �O D E N C�T E'� pEAD Bt�LT, & C►B�ERVATION PR4T �4" TO 6�" C1FF FLt�C7R. L C�A D S . [� ` � u,�
<br /> INFI�TRATIOitiI CONTR(�L �TAIRS ANE� GUAFtDRA1L� #� tr 3. S(l.� PLATES, DECK SIJBSTRU�T�.JRES, POSTS & BEAMS � C� � ,,..�
<br /> �. �TAIR MIN. 1N�DTH IS 36 , MAX. RI�ER HT�� N(IN. TREAD LENGTN EXPt��ED TO WEATHER, & ANY 1NO�Cl IN Gt�NTACT WITH � � � �.o
<br /> 1. EXT�RIOR �lOINTS RRCJUND WINDOWS & DO(JR � �f�NCRETE SNALL BE PRESSUF�E-TREATED. p� � `�
<br /> FRAME�, 4PE�JINCS B�TINEEN V11AL�.� & FOUNDATit�NS, jC> MAX. OVERALL R1�ER VARIATIt�N $" � � f�.� �;; �
<br /> �. COI.UMNS & PC��TS �NALI� BE FRAMED T� TRUE END
<br /> BETWEEN tNAL�.S � RQOF, BETWEEN 11VAL.L PANELS; 2. STAIRWAYS LESS TNAN 44" IN WIDTN MAY HAVE ONE HANDRAi� BEARINGS WiTH ADEQUATE A�J�MORS a�,,"'� T£�P & BC}TT(JM T� �-�
<br /> - �JPENINGS & PENETRRTIONS (�F UTfLlTY S�RViCES UNLESS BOTH �IDES ARE dPER1 & SNA�.L BE 30" TCJ 34" OFF p,���JR� AGAINST UPLIFT & DlSPL.ACEMENT. �
<br /> ;�� ;,
<br /> TNR(JUGN WALL�, RO�F, & �LOORS; & OTHER �U�N Nt��INGS, �PAC� 1�" MI�J� flFF WALL, 11VITN A 1�„ TC� 2" �MtJOTH �. PF�aVIDE J{�IST BEAF2IN� OF 1�" C�N WC)C�D, 3" C}N CONCRETE. � . ` ,
<br /> C7PENlNGS IN TH� BUILDING ENVELQP�, lNC�UDING GRASP. PRt�VlDE M(N, 6-S CLEAFt NEADRC�C7M ABOVE �TAIR �, �p��p g�p�� �J�pPflINT OF ALL �TUDS C311ER 8', BELt�IN
<br /> ACCESS PANELS INTO UNHEATED SPA�E�, �HALL BE N4SINGS. RERPENDICULAR BEARING PARTITI�7NS, &ABCIVE CIRDEFtS ..,.-t� ��`� r�� .
<br /> �EALED, CAULKED, GASKETED, QR WEATHERSTRIPPED 3, PROVIDE GkJARDRAILS FOR AREAS 30" ABtJVE �RADE OR ��lPPt�RTlNG ,lOIST�. ��
<br /> T0 �IMIT A!R LEAKAGE. AD,IACENT F�QtJF2 WITN A NEIGHT OF 36" MEN., & INTERMEC�IATE ?. WOt�D ENTER(NG MASONRY OR CUNCRETE SHA�L HAVE 2" �J 4� �`
<br /> �. WEATHER�TRIP EKTERI�JR DQ4R� ANEJ D{J�R� BALU�TERS OR RAILS �PACED SO THAT A 4 SPHERE CAi�1NOT �� ,s�to���`� j,����'''°���
<br /> ADJt�INING UNHEAT�D SPACES. PA�S THROU�H. NET AIRSPACE �,,,?a TC�P, S#DE�, & END. � �'� �.
<br /> VAPC�R BARFtIERS �f{ 8. FIRESTQP & DRAFT�T�JP TO CUT fJF� ALL C{�NCEALED
<br /> 4. ENC�OSED USAB�E SPACE UNDER STAIRS SNAL.�. HAVE $ GWB OPENI�JGS.
<br /> 1 . PRC�VlDE VAPOf� BARRIERS c(y,r� HEATED SIDE UF TYPE "X" FIRETAP�D CIN WAL�S & SCJFFIT. FIR��LC7Cl�T�P & �. ��„�_�p,� �EAtVIS SHALL BEA� AITC 11�SPECT#�}N STANIF' &
<br /> INSULATEC? ASSEMBLIE�. BC�T��"(�M STRINGERS c� CCJNCEALED t�PENIh��S & �IDE WALLS �HI„�!� BE "ARCHITECTIJRAL APPEARANCE" GRADE WNERE
<br /> 2. PRdV1DE 4 MIL POLYETNYLENE �RC)UND COVER �a ALC�N� �TAIF2S. EXPt��ED TO VIEW.
<br /> �RAVt1L �PACE. �AP MIN. 12'" AND LAP UP FOCUTING 5, Np WARM AIR FURNACE SHALL BE INSTRL.L�D UND�R A
<br /> WAL�S T�J A�JACENT EXT, GRADE. STAIRWAY. CtJNNECTC}RS
<br /> INSULATI�IN EL.ECTRICA� 1 . AL,L M�TAL CQNNECTORS SNALL BE "SIMPSON" OR AN
<br /> � . lNSULATE FLOC�RS, 1NALLS, & ROC)F PER PLANS. 1 . Ct�NTRACTOR SHA�L DETERMINE ADEQUf�CY OF EXISTING �R APPRQVED EQUIVAL.ENT.
<br /> 2. II�SULATE DUCTS PER WS�C TABLE 4�16 & NCJT PRC7PO�ED ELECTRICAL SERVICE, & PR�JVIC�E FiEQUlRED C�RCUITS 2. FRp+ME R�AILIN� SHALL CCJMPLY 1NITN IRC TABLE R602.3. ALL
<br /> iNATER PIPES PER 4-'�7. P�� �E�, NAILS SNA�.L BE Gt�MMON 1N{RE NAfLS.
<br /> 3. WATER HEATERS SHALL ME�T ASHRAE STD 90A-80. 2. ELECTRICIAN SHALL. PRtJVfDE GFIC UUTLETS t� BATNS, �. USE CUT WASHERS t� BOLTED C4NNECTIORI�, CQNNECTQRS
<br /> ELECTRIC HWT IN NON-HEATED �PACES SNA�.�. BE KITCHEN, & EXTERI{�R. EXPO�ED TtJ WEATNER SHALL BE GALVANIZED OR HA�lE AN
<br /> A PLACED ON IRfCOMPRE�SIBLE SURFACE OR FLOOR APPROVED COATINC.
<br /> IN�ULATED T4 A M(N. OF R-1�. G�NE�i:A�. CClN�TRl�CT10N NC��1"'E� -r�uss�s
<br /> HEATING EQUlPMENT 1, PF2E-FABRICAT�D TRU�SES SHAl�L BE DESIG�IED BY A
<br /> � 1. HVAC EQU1PMEttJT SHAL� BE SlZED TQ A MAX. t7F 150°fo SITE C1�NE�ITiONS INASHIN.�'..�TON �TATE �iCENSED �TRU�TURAL ENGIf`�IEER & IN
<br /> QF DESIGN �OAD. INSTA�LING C4NTRACTOR SHALL. � • �� SC�IL �t7NDITION� E�JCC�UNTERED AT E�:CAVATIflN DIFFER ACCORDANCE WITN THE REQUIREMENTS �Ht�WN 4N THE
<br /> PROVIDE SIZINC DATA & CALCS, FROM TNE SOIL BERRiNG CUNDITIa�1S 4UTL.lNED UNDER "DESIGN PLANS. .CONTRACTOR �HA�L. V�RIFY EXRCT SPACE� PRI�7R TC�
<br /> 2. SEE ��.AZING CAC�C FtJF2 CHAPTER 6 PRESCF2IPTIVE �-a��S", CC)NTACT THI� OFFICE BEFQRE PRC��EEDING. TF�U�S FABRICATlON.
<br /> t�R ATTACNED CHAPTER 4 COMPONENT PERFC�RMANCE �� ��-L Ft�t�TINGS SNALL EXTEND TfJ B�LfJW �RU�T �.INE AND � ���_gE�q���y� pARTITIONS BEL4V11 TRUSSES SNALL BE NELD
<br /> CALC F{�R GL.A�ING CLAS� RATING. � SNAL� BEAR QN UNDISTIJRBED, NATIVE SC)IL.
<br /> 3. RC:�LL & M�I�TEN SIJBGRADE BEFORE C4NCRETE ���� ���H "SIMPSt�N'" �TC FASTENERS.
<br /> GLAZING P�.ACEMENT. 3, TRU�SE� SNAI�L BE lNSTALLED IN ACCORDANCE WITN THE
<br /> 1 . SEE GLAZING CAL.CU�.ATION� QR ATTACHED 4. EKCAVATE CRAWLSPAGES TO F'I�OVIDE TC� PROVIDE A MIN. NET �FR`� SPECIFICATIONS.
<br /> CNAPTER 4 CA�.CULATIC�hJS. PLYWC70D
<br /> � CL.EARAI��E OF 18" TO BOTTUM OF FL4C�R J{�ISTS AND �2" Tt� �. ��,L P�.YWf�QD F�R STRUCTURAL USES SNALL CONF�RM &
<br /> FIR.EILIFE SA�ETY. BOTTtJM C�F BEAMS.
<br /> EGRES� CONCRETE „ �SS4CIATIpIN G �TAMP t�F THE AMERlCAh1 PLYWC�OD
<br /> 1 . CENTEF2 ALL PC�ST F{70TIN� UNLESS NOT�D, & P�.INTN 1
<br /> 1. EACN BEDRQOM SHAL�. NAVE A MIN. C3� C.)NE W�NDt?W SLABS. 2. SUBFLC)ClR: UNLESS NOTE�, SHALL �E 4" T&G CDX WETN A
<br /> WNICN MEETS THE FOL�.OWING REQUIREI�ENTS: MAX. �, PRC�VIDE NET �i" CLEAR FROM SI�� & POST Tt� FINI�HED PANEL fNDEX f�F � �LUE AND NAIL SUBFLa4R TO JUISTS.
<br /> S1L.L HEIGNT �F 44", NET CLEAF� OPENIRIG AR�R 4F 5.7 SF, G�QE �M��;� P�AlLING PER !RC TABLE R�02.3. SUBFLt�4R WITH
<br /> MIN. CLEAR HEIGHT C}� 24", AND MIN. CLEARiNIDTN QF 2(l`". �, pAMP PRt�C?F FC30TING WALLS, & IN�TALL PERFORATED UNDERLAYMENT PER IRC TABLE R503.2.'1.1,
<br /> FIRE DETECTION DRAIN� AS REGtUIRED BY SITE CCl►�#DlTIt�NS. PR4VIDE 3. RC�Ofi SNEATMlNG: UNLESS NOTED, �HAL�. BE �" CD}� MIN. t� . Date
<br /> 1 . S(VIC7KE C?ETECTORS CONFORMING T{��RC SEC. R�13.1 �p�NSPUUT AR1D SEALED SURFI�CE �RAINA�E A� REG2UIF:ED BY E}CPOSED EAVES.
<br /> SNA�L BE 1N�TALLED PE#� MFR'� RECQMMENDATI�}NS, �Q��� ���E� MlSCELLANEt3tJS . �����
<br /> LOCATED t�, CEILING AE34VE STAIRS WHEN SLEEPIN� 4, IN�TALL EXPAN��ON JOINT� 8' t�.C. IN ALL f�JQN-REINFORCED 9 . PROVIDE MIN. 18" X 24" CRAWL SPACE ACCESS & MIN. 22" X 30" .
<br /> R.Q(�MS ARE LOCATED C}N UPPER FLQOR. DETECTCJR SLABS, S�4PE ALL EXTERIC)R SLABS TO PRC�VlDE FaROPER ATTiC ACCESS (WITN C�EAR HEADR{)OM OF 3�"� WHEN �rawn
<br /> SHALL BE AUDIBL.E IN SLEEPING AREA�. 1N STRUCTURE� DRAINAG�. APPLICABLE, `
<br /> WlBASEMENT AC�ESS TO A DWELLING A SMt�KE DETECTtJR �, pp �{�T BAGKFILL UNTIL SUBFLUOR IS 1N P�ACE, {JR WALL.� 2. VERIFY SIZE & Lt�CATIt�N OF ALL C�PENINGS IN FLO�R, WALL, J�� �.� �' � �����'�
<br /> SHA�L BE �.00ATED AB�VE BASEMENT STAIRS W(TN AN HAVE BEEN ADEQUATELY BRACED TC3 RE�I��' �.ATERAL EARTN & ROOF WITH ME�NANICAL, PLUMBING, � ELE�TRICAL. WCJRK. 5heet ; �
<br /> AUDlBLE AL.ARM IN SLEEPING AREA. DETECTORS SHA�.L BE p�E���JRE, OR Uf�LESS INALL NA� BEEN DE�IGNEQ AS A PRE-FABRICATED ITEMS TO BE HANDLED & INSTA�LED PER
<br /> .�.�'..,....r..-.. �l
<br /> - F��ACED IN CORRIDOR� GIVING ACCESS TU �LEEPfN� RETAINlNG WAL� AND 1� IDENTlFIED AS �0 fN TNE PLANS. M�R'S F:ECOMMENDATION.
<br /> ROOMS. . _
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