|
� �� �
<br /> GENERAL. SPECIFf�ATIONS. 2x6 OR 5/4 ~ w� ` �
<br /> 2x6 OR 5 2x4 TOP & BOTTOM. � �� C°
<br /> iERIfY ALL SITE C4NOIiiONS dc BUtLDING QIMEMSlONS, RAIL CAP � �4 RAi� CAP ATTACH T� GUARD v �� a�
<br /> CONTRACTOR SHALL ` .
<br /> 6c SNALL REPORT ANY VARIATIONS TO THE OESIqVER FOR RESOLUTION 2x4 TOP dc BOTTQhf. NOTE: RAILING NOT REtN11RE0
<br /> PRiQR TO C4NSTRUC 11(�t. 4iRfTTEN DIMENSIONS SHALL tAKE PRECEOE(V{� 2x2 BALUSTERS. ATTACH POST ON INSlDE FACE � �,� ��
<br /> ATTACH TO GUARD POST ON DECKS w fIN 30" OF w/ (2)Sd THREADED � �,Q ,�,,.,
<br /> SIDING 2x2 BALUSTERS. �
<br /> � TOP dc BOnOW w/ 1 � �! INSIDE FpCE wJ FlNI� GRA� AiTACFi TQP & � NAI�5 OR (2)�8 x 21�' � o o ,n,1-�
<br /> ��}�S: �'INTERNA110NAL RESlDENTIAL CODE (IRC), 2015 WAS�ItNGTON WOOD SCREW OR f 2 (2)8d THREAOEO NAILS SHEATHING WOOD SCREWS z � ' .a�
<br /> STATE EN E R�Y C t,`�E (W S E C), 20{5 U�1lF0� �U�A�iV� C�� (UPCj, 2{115 PaST-FRAhtE �t 2) x ?}'a• '!� BOTT4W w/ (t)�8 � . Q
<br /> W
<br /> IP#TERNATI�IAl. �IECHANl�A! C�E (l�iC), AND ALL hTNER APPIlCAHL� CODES. NAILS w/ �.t35 NQMINAL 0 � S� yy� ����� �� ���R AGN1NES� '�dD SCR�Yd t}i2 � � -� v��
<br /> 2 8d POST-FRA?AE � �``'
<br /> f'ft. TRT'0 2x LEDGER �RI�iE OEP7N AS { ) � 4 x 4 P O S t � 6'o c m �
<br /> �-������ SIMP50fY DTT2Z DECK
<br /> Sc�S�AIC Z(1NE �t/02 P�R FlG. R301.2(2} & �NI(�NE�RI�IG POST C�4NECTflR JOISTS k"x4Y" LAG BOLTS, STAGGERED, THREAt1E0 NAILS w j i AIAX. DO NOT NOTCH. �i �,o "�
<br /> 2" MiN � 16"o/c LUS26 J{NST NANGERS D.135 NOMINAL 0 SIMPSON DT`T2Z DECK �'-' $= c~i��
<br /> 5/4x4 DECKlNG � � �
<br /> W1�0 (EXP. 6) 8ASlC SPEEO: 85 h1PH PER fiG. R3Qt.2(4)
<br /> JQISTS 5 j�x4 TREATEQ 4R TREX �GKIPiG P4ST C(l�lNEC70R o �� z��
<br /> COiuIPCNENT/CIADDiNG l.t�ADS /TABIE R3Qt.2{2)
<br /> AT FIRST iNTER10R BAY 2" �{�ry,
<br /> Ai.1(� GUARD � PRflYIDE 2x BIOCiCiMG � 2x R!!� _= w � a
<br /> P05T � JflIST 4z4 PQST�6'0% MAX. (�JAa2D POSFS w/ SlNPSON JQISTS PER PLAP� Sf�l1D BI.00KING ;. J(3(ST �� MIN. - 5" MAX. W = Q� .
<br /> TABLE R301.5 �i1Nlt#UM UNI�ORlAIY 111S1RtBE1TE0 UVE LaAOS _ ___
<br /> LQCAi1aWS 00 NOT NOTpi. I OTf2Z DECK POST -------------- 2" ���. � ��; �'�" ,
<br /> �OA..�NG UVE DEAD 70TAL __
<br /> I CANNECTOR. ATTACH �`�/4x4 �AGONAL BRAClNG � UNDERSIOE � y in `r'�
<br /> ftUUUF (GROUN� SN4W) 25 PSF 10 PSF 35 P� _=
<br /> UF
<br /> UNfNHABITABtE ATIICS - NO STt}RA(� 10 PSf tfl PSf 20 PSF _ �.00KING w/ tOd UF JOISTS W/ (2j16d T4 EACN JO1ST
<br /> U IN ABITNBLE ATi1CS - i.�ff1ED S10RAC£ 20 PSF 10 PSF 30 PSf POST THREAOED NAILS TOP & {2jJ�0 THRU-BOLTS o "m r'w
<br /> NH
<br /> HABITABIE ATfICS bc ATilCS x/F1XED StAIRS 30 PSf 10 PSF 40 P� RIN JOIST Ban�� Ep• �� SIMPSON LTT19 � 4 LOCATI�IS EVEI�LY �� P� � ����1�E & WA ERS
<br /> BALCONIES (IX1ERi0R) ANO DECKS 60 PSf t0 PSf 70 F� (� Rii� JQIST _ , DISTRI9UTE0 ALOtdG DECK dc 1 W[THfN 2' ��NECT TO COLUMN
<br /> FlRE ESCAPES � PSF v �l�PSON OTi2Z DECK 2" tAiN. __ � • ;• ,� � OF EA. ENO (� LEOGER. NOLDOWN DENCES EA4 SI E,-�p SCAB TIE pp
<br /> GUA��DRAILSJHr1�iDRAILS 2G0 LBS AT tt3P At1Y DtRECT1�1 POST CDI�CtU'i2 2}�i� MIN. - 5" +• .••B_ - SHALL FlJLLY EN6AGE DECK JO(ST ��
<br /> A -
<br /> {�1AAORNLS iN-F111 5 t J L 8 S A�P l i E O 3 U 1 S Q. F l: �AX. _ ,�ST� �x� PRE5�SURE TTitEATEO °�
<br /> 1
<br /> PAS�fiV{�R YEi-li(��.E GARAt�S 50 PSf IF £LEVAIE�3 2>oov � Pt. GUARD P05T T4 Rl�d JUIST DETAlL ��A�� �� _ ��-Q� 2" MIN. � BLK BETWEElV ,lOiSTS ���x5' L FlJt1Y THREADED LAG Cd�UhiNS
<br /> R04A9S 01ttER THAN SLEEPING R90►dS �0 PSf 10 PSF 50 PSf' U
<br /> S{EEPING RU(�dS 30 PSf 10 P5F 40 P� ( SCREW wj HVY WASHER. F'REORIl.LEO NOiE; ALL W000
<br /> 4�Q PSF 10 PSF 5U PSF PLAN �IE'�NS 3�" 2)J�"s THRU-BOITS wJ �i4N 3" �ENEiFt�TiOi� INTO Tt?P ��PS4N ABUZ EXPDSER TO WEATHER �
<br /> STAIRS
<br /> �C iYA�lgRS PLATE, STtlDS dR HEAt�£R C(�.. 8A5E w/ �' TQ 8E PRE5SURE �
<br /> OR 300 L8 PT. LOAD {7N � SQ. iN. OUTSlDE JfliST �� ��-T OR TREATEQ (7R HAVE
<br /> GRApE E�, NATURAL RESISTANCE ,
<br /> ALL BEAMS, GiRDERS, HEADERS, RAFTERS, �c Jt)4STS TO BE HEhI fiR N0.
<br /> 2 OR BETfER AS NOTE� ON PIANS, GLUEO lAMINATEO 11MBEftS SHALL BE � GUARD P4ST TO OUTSIDE JOIST DECAY -y
<br /> MANUFACIURED & IDENTIfIED AS RE4UIRED IN AITC A190.1 dc t�STM 03737. SCALE: t = t-0 A D E�K D E TA i L N �
<br /> CONCRETE �OOTING PER
<br /> PLYWOOD INOEX: CD. ROOF d� SUBfL04R SNEATHING PER TABIEE
<br /> A NDATION PLAN
<br /> R503.2.1.1(1). WALL SttEATHING PER TABIE R602. 3) & R602.3(4).
<br /> , SHEAIHING FASTENERS PER TASLES R602.3(1) k (2�.
<br /> STRUCTURAL �AEtdiBER FASTENERS PER TA�.E R602.3(t}.
<br /> 1YOOD !N CDNTACT W11H CC�i(�Ei�. �IEAft (�tlUNO. OR W(30D EXP05ED T0
<br /> '�lEA1NER T� 8E PRESSURE TR�ATED CR NATURAl.LY OURABLE Y�flD PER R317.
<br /> � �
<br /> ���RFTE' � RE�AR•
<br /> R R T - ASTir4 A7�. WALI. REBAR SHALL BE � �
<br /> � � �
<br /> � P�.ACED NO CLOSER TO iHE (�1T�DE fA(� TNAN }� 1HE WALL THlCKNESS.
<br /> REBAR COVER PER ACi 318. f4011NGS TO BEAR tkl 15t10 PSF MINI1dUAl
<br /> , UPiOiSTURBELi SQII. CC�fCRET� TO 9E MINI�IUN f'c = 25Q9 PSI � 28 OAYS JOISTS FRAhiING �0#A OPPQSITE SlDES 3 m �
<br /> (3,0 0 0 P S I F O R G A R A G E j C A R P O R T S L A 6 S, E X f E R 1 0 R P A T i O S�A B S O N G R A D E, GUARDS PER IRC R312 a'aER A BEARING SUPPORT SNAIL LAP A cn
<br /> AB
<br /> & WEATNER EXPOSED BASEMFJVT, FWN�R11�1 WAILS, PORqiES, ANO STEPS NMERE > 30' ABOVE f!OOR OR GRADE LEYEL BEL04Y. �i�� H O G T N R E A D E D R a D MiNIAiU�i OF 3 INCNES AND SHAi..L BE � >
<br /> w/ NUTS dc WASHERS iVAILED TQG£Ti1ER YN1H A MINIMUM 1NREE � ¢
<br /> W/ 5%-7� NR ENIRAINMENT), MINIMUM QESIGN E4UIV. F�UyO PRESSURE = 35 36' MIN. HT. GUARDRAIL IF > 30' ABV. 36" N�N. Fa�f7 (AT �EN SIDE OF STAlRWAY 34' lOd FACE NAILS. SOUD BLOCKiNG S`�IAl1 3/4" APA Tdc6 OSB £nt PLYWD.
<br /> GRADE. HAN�AIL REQUIREO FOR 4 aR �IORE MINIMUM liflp-IT N£ASG�ED FROM NOSING.j �ACE CONT1NUOUS FLASHING PER BE PROVIDED AS LATERAL RESTRAINT AT CD INT. wJ £XT. 6LUE. NAIL w/
<br /> PCF OR PER SOIIS ANAi..YSIS. SIMP50N DTT2Z OR EQ. EACH INiERNEDfATE SUPPORT. TOE NAiL 10d g 6' O.C. EDC�S & SOUD
<br /> RISERS. 34'-38" HEIGHT HANORAIL 1Y'-2'4 PIqtETS SO THAT 4' SPHERE MAY NOT PASS TNRU OECK TENSI�1 TlE CqDE (NOT SHOWN)
<br /> USP STRUCTURAL CONNECTORS (lf EQUIVALENt SiREWGTN MAY BE GR1P CONTINUOUS fULI tFNGTH OF STAIRS. (43�' SPHERE AT flP4( SOE OF STAIR). TOP Of
<br /> N
<br /> JOISTS ANO BLOCKING TO BEAM wJ ���• � � 10 O.C. IN FlELD
<br /> RAIL TO R£JST 200 LB. LOAD IN ANY DIR£CTION.
<br /> ' SUBSTITUTED fOR SIMPSON HflLD01MNS, STRAPS, ANO CONNECTORS (3)8d
<br /> PICKETS OR NFlLL i0 RESIST 50 I..BS. APPLIED TO t :� = FLOOR JqSTS
<br /> `�` PER PLAN BEAN-COLUMN CQNNECT
<br /> 54. FT. Ar£A (PER 8G 1507.8.1). Zx4 � 2x6 TlE5 w/ 2--1Sd OR
<br /> • FLOOR ,JaSTS (SOLlD 2X 6EA�lS dc C�i..U�#NS
<br /> �iETAL C[�VVNECT�
<br /> , 10 C OcCK ,3UISTS PER FCUNDAAOiV PLAN. � 8EAA1 �t COLU�lN
<br /> RO�FI�NG: J41ST OR 2X BLOCKtNG) r�ic�z ��. s�o� �
<br /> C� P,OOF �iTG. TO BE NAl!_E[l t�/ �d � 6° OC �DGES & 12' �� �N. � %
<br /> COLUA�fd �ASE UP 8" t7'2r
<br /> . r,
<br /> FIELD - UN8(XD. �' � Q USE PRESSURE 1REA7ED PROTECT COI..U�IN BASE �
<br /> �°. � C{NdCRETE F�OTING -m---�--�``- w/ TYPE 90 R(X�ING �
<br /> PER FQUNQATit3N PLAN ' �COlUi�N-F'QOTiNG ANCHQft (f�
<br /> � 26" X 6'-0° P(3lYCAR80NAt� ft00F PANEL5 INSTALL PER C�{�ETE iREADS, �ISTAI.L `�ti}i � `
<br /> MANUFACTURERS SPECIF1CATlONS. MANUFACTURERS k`'PROYED Hl�ZUWA�£ - • �
<br /> INIERIOR GRAOE wJ MAS'8 OR EpUIV. �
<br /> TENSI01� TIE DETAiL INT. BEAR >-- .
<br /> ING SUPPORT
<br /> S T A I R D E T A l L �+�E n�uc� sc,�: �� = 1'-0• w��E n�puea� SCALE: �• _ �'-o• �
<br /> scA�: �-_�'-�• Q �
<br /> �� o
<br /> � �N �
<br /> t�0
<br /> "'`. C��71 �
<br /> �,� I
<br /> V J �� �
<br /> ��a0
<br /> � �` ,
<br /> ' t°w +n
<br /> HF¢2 RAFiERS � 24�o.c:(U.H.�) � �� `�"
<br /> �
<br /> I PREAB. ENqNEERED ROOF �
<br /> 26" X 6'-0" POI.YCAFB�IATE ROOF PANELS PREFAB. ENGltVEEREO ROQF TRUSSES � 24' O.C. (U.N.O.} � �
<br /> IttSTALL PER MAMMJFI+CTURERS SPEqfICAiIONS. TRttSSES � 24' O.C. .
<br /> � (U.N.O.) ROOFlNG PER PLAN
<br /> 2X4 fiF(2 PURUttS ROOFlNG PER PLAN }--
<br /> YNNO BAFFLE W 1" MIN. NR SPACE
<br /> �2 S1i1�.{k( H2.5A OR Hi EAq-1 / -
<br /> SEE RM'�1ER TO TOP PLATES s 1NND BAFFLF W/ i' AtiN. AIR SPACE �I
<br /> '� �� SlAIPSON H2.5A OR Ht EAqi �
<br /> ' SIMPSON N2.5A OR Hl EACH �� � � TRUSS Td TQP RIATES �
<br /> � 12 TRUSS TO T� PLATES
<br /> ^� "'m PLA�V 2x SCREENED VENT SLOCK �
<br /> LA d
<br /> . �� �m �m � 2x SCRND. VEiVT R-49 1NSULATifNV/ / /� � 8d GALV. � 8" O.C.
<br /> ( � �GUTI�R R-49 IN5!lLA�l�f _� � &i GALV. g 6" Q.C. (D1APN. TO tOP PLS.}
<br /> , �' TYPICAL FASCIA �- (OIAPN. t0 TOP PLS.) �' G�1$ OR SAG ; s
<br /> � RESISTANT}�" G1Y8 ' z
<br /> > HEADER PER PLAN CUT RAFT TO I�UiCri � GWB OR SAG TYPICAL fASCiA
<br /> ,`,�`, p� TAII LENGiH dc W01N RESISTANT 7�" GWB 2-2x6 TOP PLATES � � � ��-..-��R
<br /> �-' PLA!{ 2-2x6 TOP PLATES �GUTTER LAP SPUCES 48' j PC194--� .
<br /> � � LAP SPUCES 48" PER TYPICAL FASCIA
<br /> HEADER PER PLAN. USE 2" � � O �
<br /> HEADER PER PLAN. USE 2" zo fOAM 80AR0 W/ 4x HEADER
<br /> j FOIW BOARD W/ 4x HEADER ! Q
<br /> R A F TE R S �V�R D E C K �" �•w•�• SIDlNG ('�t EtEVAT10N Oj
<br /> >
<br /> � �+ �-Wg- SIOING PER ELEVAi1�V 0/ '�' R-21 INSUL TYPE 15 fEIT OR
<br /> ��E 1+FPLICABtE SCALE: i(' = Y-�' � iYPE 15 fELT OR w � WATERPf200F BUILDlNG PAPER
<br /> R-21 iNSUL. VlATERPROQF BUILDING PAPER "' �
<br /> � 2x6 STUOS � 16' O.C.
<br /> � N 2x6 SNOS � lfi° fl.C. �
<br /> 2x6 BASE Pl. W lSd � 16' O.C. �' AP�1 TdcG 4S8 OR PLYV�. i 2x6 BASE P�. WJ 1Sd � t6" O.C.
<br /> } ; TO JST & 2-1 EA SIUD CD INT. W/ EXT. (�...UE. NAiI W/ � TO J5T & 2-16d EA STUO
<br /> � �' APA TdcG 4S8 t#� PIYlND. tOd � S' O.C_ EDGES dc SQL1D ;
<br /> CO INT. W/ EXT. GLUE. NAIL W/ ; 2x RIM JOISi W/ 3-16d � a � 2x RIAi JOIST WJ 3-16d
<br /> ' lOd 0 6" O.C. EOGES dt S(H110 EACH JqST �!{G. dc � 10 O.C. IN hiEL� ,
<br /> S EACH J91ST
<br /> . , BIKG. dc @ 10' O.C. IN F1EtD ' 8d GAIY. � 6' O.C. SOL10 BLKG. �
<br /> � (DIAPH. TO TOP PL) � SUPPORTS �� �TS PER PLAN o Z �
<br /> � � ; FLOOR JSTS PER�PLAN �a '
<br /> j PRO'�DiE hQ. 4 l�i I'iCAI ' W z
<br /> �" G.W.B. cn_
<br /> GCt(RtWl1S �4 Ht3RlZ BAR 6� y�, BAR� A1 A 41+�G NOT �Q
<br /> IO 8E l.00ATED 6' S£LOW IN• � EX •� 43 12�CciES. 2-2x4 TOP PLATES 2 LAP �CES 48' � �'3
<br /> IRC R��S.l.t2 LAP SPLICES 48" ' (� _
<br /> TOP (�F �'ALL � HEAOER PER Pi_AN. � �K
<br /> 4 H D ft. P E R Pt.A.M U� 2' f 0 A h 1 B O A F� - W �
<br /> 'r' REBAR � � a W/ 4x HEADER �' T-1-11 PLY'�D flR }¢' CDX � `z W
<br /> a ' � SEE FLOOR Pt.A�! F�R + Q 1�' G.W.B. � ' PLYY#U0� SNTG Oft �g' t7.S.B. �
<br /> ��E FlRE PROTEC�1�1 �$ T-i-ti PLY14D C42�3�g CDX > ; NAI! 8d �i O.C. EDGE, 12' `�
<br /> � ���I I�� Z P L Y W O O D S't i T G O R �6 O.S.�. � ft-2 1 I N S U I. ' O.C. f1 E L D � F'ER ENqNEER'S o�
<br /> 12=11�- �
<br /> t4 BAR Wj � � � � NAII 8d 6" O.C. EDCE, 12p �, S.W. SCNEOUIE. � 4J
<br /> < 12d MINIh1U�,i �� ;3' 4'� gc'�.f' :� > 2x4 STlIOS � 16 4.C. O.C. FlELO OR PER ENGINEER'S '�' • ' c�z
<br /> � Fi0R1ZONTAL 3'�iiN. ��{• � 4�., S.W. SCHEDUIE 'n 2�c6 STUDS Q 16 O.C.
<br /> 2x6 BASE PL W/ i6d g i6' QC. --'
<br /> ' TO JST k 2-16d EA STUD � =z
<br /> O W
<br /> ' � S��S� n 4•��. � `� �' APA 7dcG OSB OR PLYWD. 2x RIAf JOIST W/ 3-16d �W
<br /> ���� � 2x4 BASE PL W/ 2x4 PRESS. TRTD. SILL PLATE W/ CO INT. W/ EXT. G LU E N A I L W/ ' EA C H J O I S T o�
<br /> ��t �t 2-16d EA S1U0 J�'$ A.B. � 48' O.C. OR PER lOd A 6' O.C. EDGES dc SOt1D 2x6 PRESS. TRTD. SILL PLATE W/ �'
<br /> u z PLAN dc BEiMIEEN 4}�" & 12" OF �BIKG. dc A 10' O.C. IN f1ELD
<br /> k'� h.@. @ 48" O.C. OR PER
<br /> � 4' COMC. �AB ON SAND PIAN �t BTWP�. 4X' dc 12" OF �LL
<br /> 4 2' :� Z � � SIl1 ENOS. EMBED T I�ININUM.
<br /> �I� �� ,� � � � Flll k CAI�IP AS E�QO. INSTALL 3x3�° PtA1E WASt1ERS. SOl-1D BLKG. �ppR �$TS PER PLAN ENDS. EA18ED 7" MINIMUM. INSTALL -
<br /> � �� � A SUPPQRT'S 3x3� PIATE WASNERS. .
<br /> FINISHED GR�E SlOE'ED FOR
<br /> � �`�s''n = � � • _ �o S' �IIN. FALL YNi}i1N 1d OR ° ao FlNiSHED GRAOE SLOPED F�2
<br /> � . . ��, i- i i� 18' lIIN. CLEAi�ANCf STEM WALL & {�fG. �
<br /> �n - PRO�IDE SWALE OR DftAIN. 12' I/IN UNOER BEAh�S P� PLAJN CQNCREE'CEE �� 'I_, � . 6" �IIN, FALL WITi�iIN �0' OR
<br /> iF FOOtYfG P{X,�� �P{�ftATELY, (2} CCriI3t{. �{ HORI'L. " � „- �r i��i� = FOUNDATION DE7Ai� �u iT. PRO�DE SWALE C�(i DRAIN.
<br /> PROaG£ t4 3fR 40"' O.C. AIAX. 8AR 3'-4' t`�.ld BOt. ��� � ��k�� �r u'' `i z R-30 INSULAII�! �� ' �, �
<br /> �� �
<br /> IM1N SiD. iiG�{. E',C1END TO 3' tlF FTr,, �� `� •. . ' � INSUI.. PlUN81NG 8t �iECH. r u` -� �
<br /> CLR. FRC11 BQt. Cf FiG. ROTATE 1'-0' 1�tt. l Si�tY `� � I ---� • �'. � � '- ROOF DRNN 4' TI(�iTLtNE
<br /> NOPoZ. EXTDtr.�CK PARALLEL TO 1'-3" 1�iK. 2 STORY 43� 6" 4Y�" GRADE 6 Mll BLACK POLY BARRIER. 4�• 6• 4� SEPARATE FROA1 FTG. DRAIN
<br /> �.FCR PRO�.R CLNC. COVER. 1'-11` 1ElL 3 SiORY �._3„ LAP EDGES 12' �IINIMUi� �,_3. WA ED GRAVEL
<br /> . 'ROOf OR1+�{ i0 BE SEPARATE FRtNII F(N11�1UJN ORAjttt
<br /> E X I S TI N G TWO S TO R Y S E C TI O N CONNECT TO APPROVED
<br /> � PLAIN CONC. F�lD. D�TAIL EX( STING TWO STOi�Y SECTION �S���E �
<br /> , SEISWG ZCtE 'U` 1'.�►t_: Jf` = 1'-4' WHERE SCALE: �'=1 -0' WHERE ' ��c
<br /> . . .
<br /> APPLICABLE SCALE: 3/a'=1'-0"
<br /> APPLICABLE
<br /> a CI`�1� 4�F �V�r°�ETI` �
<br /> � . � �W�D �O� PE�diV11T
<br />
|