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11872 SW VIEWCREST COURT ... ... :a:';.' ,:,:m....,- ,.., w.^.,y..,,...w.... .,a...,�.!.•,,,..: ... •r•a .,r .11'frr."9' ;,wcp.+wT..,.,+ :.x,pf;,r.,-yq3y RI/,'f*?'.•r'9.FC!'4. q:".:T�°.•+}w -. • r ' s ' ,A t a , f. : i , p t Y•1�•.. v.v, w J d 7"R17757 P, i • 'a •`• 1 s O , i Y • . •. '• 1 tipj IMPORTANT! MUST READI LAP SIDINGS DECKING-_ GENERAL NOTES & SPECIFICA'f 10, m bL�MULIT10IN - sxe WALL sruD�\ EXISTING DECD M - DECKING zXe JOIST ALL .COMPONENTS MUST BE REMOVED FRO B SITE. UNDER NO C I UMSTANCE ---- {O• Ice ----'--- - SHALL ANY COMPONENTS FROM EXISTING DECK BE RF-U SIMPSON LU SIMPSON H2.5 T1E DOWNS JOIST HANGLIX =HOU5t'WALT_ REPLACEJMT:NT. THIS INCLUDES THE EXISTING FOOTINGS A R RETROFITTED IN A MANNER IN -� 1~'IP.ST! AN EDGER DOARDS. SAF Y IS ALWA Y5 U2 -3i8•SIMPSON SDS SCREWS --zX P•T.LrDGr-K 60AKD CONTINC',OUS,A5 - �- z .-. C.R �• ` -C-1-ON i�/- Sr10WN,RlrPI,ACC.WIT115AMC;�iZC,45 U)2X3 JOIST- LX61-11SIG,WITH rLA5HING LEDGE BOARD TU WALL CpNNECTION: 5 eX1.5r.DOOR ��-- j_ 4 COMP.Dr-CIVNG WITH va' 1. ALL EXISTING LEDGER BOARDS MU --MUST BE REMOVED 4x10 BEAM J I J -4+ 4-- SPA(,NG TYP.FLUSH,WiCOMP.TRIM U ---- AN[) MANNER AS TO NOT 9TRUCTURALl.1' LEDGER DETAIL -SIMPSON PC POST CAP IaAMAtJE THE EXISTING HOUSE WAIL SHEATHING OR S-FUDS. f I I I I I I - - ADDCOMP TKIM TOcoveRKIMJ015T 2. A VISUAL INSPECTION FOR DRY ROT OR O'T14ER DAMAGE t I I 1 ___1_ WHERE NF, ST BE COMPLETED A1' HI5 AREA SIMPSON RFB HOG - RAILJNG W LEDGER IS TO CONNECT. IF DAMAGE. IS PRESEN NOT PROCEED WITH LAG BOLTS W/WASHF.R rA5T -' {�� I I i I I /- - (TYP.ALL LOCATIONS) WINDOW I I I I I I zXe P'1-•KIM JOIST CONT1NUOU5.A5 CONSTRUCTIONI. I I I I 5HOwN I I I I I I I I is e• 3. NEW LEDGER MUSTBE OF PRESSURE`TREATED LUMBER. 4 ------ ------ rR. IN O CIRCUMSTANCE SHALL LEDGER N. Ia I rA5T'6.HQ(,ISI`.WALL PROVIDE50l-IDzXbLOCKINGA55tiOWN,-nr_KAIt_ INSTALLED OVER ANY TYPE OF SIDING OR OTHER MATERIAL,,'IT MUST AE INSTALLED DIRECTLY TO POST BEAM DETAIL I I I I I 1 t I PO.5TTO51-OCKINGAND RIMJQISTWITH LAG�'-•' �0 EXISTING SHEATHING. I I I 1 I I �+ r'CO.KAJUNGP05T5A55hTOWNTYPfASTF-NEDONINTeR(OK ' CRO5b ACr_A5 -I-- I--+--�- -1---I---Il--�- ---I- SIUI=KIMJOl5TT71KOUGH CJCT�RK�R(CUT UCCKINGARJLINUPO`sr 4. FLASHING & WASHERS M(JST BE CORRECTLY INSTALLED AT LEDGER TO PREVENT ANY FUTURE SHOWN N SI'_C171ON;m C- j'`5' I I I ( I I I ! I I A5 Nr-Cr,55AKY,APPLY TRIM fir Cr IP N"-Dr-D) DAMAGE FROM OUTDOOR ELEMENTS. 1'HIS IS 'I-0 PROTECT THE STRUCTURAL INTEGRITY OF THIS DCTAJL I I zXe F.T.Ji AT r O.C.•FYF. I I I I I I I ,--1 I +X to P Trjr-AM CONNECTION AND THE EXISTING HOUSE WALL! Q A _ Q (CONTINUOUS 5. LEDGER MUST BE CONNECTED POSITIVELY TO EXISTING HOUSE WILL USING MIN. 1/4" DIA. ■�� +Xa C PC15T CMJSED MIN.-Q �• I I I I I I ,' I y _MINIMUM l e•DIAM STRUCTLTR AL WOOD SCREWS THAT ARE HOS' DRIPPED-�A�VANIZED, SUCH AS SIMPSON DS SCREWS, + IN C.ONCRP_Tl` I I I I I I I � POUTING g ` 6. SCREWS MUST BE MIN. 5" LONG AND INSTALLED DIRECTLY INTO EACH EXISTING WALL STUD THAT � DECKING TOOTING 1 1 I I ! I I I 5/8"SIMPSON RFB HDG MINIMUM 1a•D1AM -� I SHARES LEDGER AREA AND AT MINIMUM OF 3/8" FROM THE EDGE OF SPUDS. INSTALL 3 SCREWS PER LAC,BOLTS wNVASHER FOOTING +xP.T Po51 �MI3>=D MJN. 61-10, STUD VERTICALLY EVEN ALONG LEDGER INTO EACH EXISING STUD. 1X1 -r - - -z' -"+r JN C:ONCK�T POST& FOO'I'T.NG CONNN St�T PLUSH 1N/COMP. �.__CKUS r�KACC AS ECTION: CO JST FOOTING {00-110' L POST MUST BE EMBEDDED A MIN_ OF 42"INTO COYCREFE FOOTING WITH REBAR PFR NOTE'; I ` CONTINUINUOUS.ASSHOWN, - • 7-Ij - Dr.C.Iii SHOWN IN 5r.CTIONAI. BELOW. �r � �-J UPTAIL 2. PROPER CONSTRUCTION MEASU ST BE TAKEN TO ENSURE END OF POST HAS A MIN. OF 6" FRAMIN G PLAN ABOVE THE BOTTOM OF CONCRETE DOTING PRIOR TO POURING CONCRETE CRE I'E POST BASE. 3. TWO PIECES OF #' REBAR MUST BE '4TSERTED THROUGH PREDRILLED HOLES AT END OF POST BASE, LA SOUTH RFB t[DO PRIOR TO POURING FOO, CA LAG BOLTS wnivA R TING. THEY MIDST RUN OPPOSITF, DIRECTIONS AS SHOWN. TOP PIECE OF SIMPSON HU2A USED LATERALLY REBAR MUST BE A MIN. OF 3" BELOW I�OOTC•�G SURFACE. GOTTOMCE OF - RAILING DETAIL � OF 3"ABOVE THE END OF THE POST. REBAR. PIECES MUST PROTRUDE MINIMUM OF 3`'Tt1N EACH SIDE DESK AREA. 131 SQ* FT OF POST. THIS PREVENTS SEISMIC UpLUT! ' 4. FOOTING MUST BE A M1141MIJM OF IS" IN DIAMETER AND 48" IN HEIGHT. RAILING POST CONNNECTIONS: 1• RAILING POSTS MUST BE PROPERLY SIZED IN HEIGHT SO AS TO *AEET 42" RAILING CODE h -1tAlUNG zX6 TOP RAIL CONTINL lOUS zXs 1•UP RAIL CON-rIN(.aUUS REQUIREMENT. --+X+KAI +XTHE - 2. RAILING POSTS SHELL SIT ON INSIDE OF RIM JOIST AND G BOLTED TO',THE P.T. WOOD+X1,DP_CO'RAlL1NG PG'.STS AS SHOWN TIP•PDSTI?.NP U � LJNG PO5T5 rn5 SHOWN?YP:•451T'_NF'D � � RIM j �- ON INTI KJUR 51DC.KIMJ015TTT1KOUGH UCIl"_KIOR ON INTERIOR51Dr;KIM J015TTHKOUGII JOISTS AS WELL AS THE BLOCKING; AS NEEDED. LAG BOLTS S L RUN SO (CUT Dr CKJNG AROUND P051-A5 NECE-55AKY,APPLY 1- tKIUK ��+x+COMP'DL'CKING WITH}/e• BOLT HEAD IS ON MIN' TRIM PIF-i IP NJ"I_DfT D) 7'-6• M;N XTSPACING IYP.PL 15H W/COMP.TRIM EXTERIOR OF DECK RIM JOIST. DO NOT BOLT THROUGH COM ITE TRIM! ' zXe KJMJOIST 3. LAG BOLTS NIJ'I'S, AND WASHERS SHALL BE HOT DIPPED G ANIZED. COMP-TKIM TO �.. - COVER KIMJ015T zXe P.T.LEDGER BOARD 4. I.AG BOLTS SHALL BE A_MIN. 1/4" DIAMETER IN SIZE. / --- - CONTINUOUS.A55r.OV'�N 5• A MINIMUM OF TWO LAG BOLTS SHALL SET IN EACH SIDE II,TNG POST. EACH W WITH PLASHING cov�P�RiMIM 01ST` \ /oP.T.t3CAM I PER POST!) C AY(4 BOLTS w ___*XioP-I_.5 AM ONTINUOUS) XePT.JOISTATi6.O.C.TYP' RAILINGS: (CONTINUOUS) I 1. RALINGS MUST BE TO CODE. 42" IN HEIGHT HAVING LESS 6" GAP BELOW RAILING h w P.T.CRO / �.,._-2�P.T.CRClN `'�-z.6 P.T.CRO � DECKING AND LESS THAN 6" BET AND JSRACJNG 15RAc r�RAuG WEEN BANISTER PIECES: US PSON GA I CONNECTOR.. I 2. MUST BE POSITIVELY SECURED TO s PTT CK055 z-6 F.T.CRO-55 EXISITING POSTS. \/ GRACING I 5RACNG BEAM AND JOIST CONNECTIONS: �- 1. CONNECT'POSTS TO BEAM USING ONLY SI?WPSON PCZ POST S. -+Xe P.T.POST ,6, � �6'MAX MAX• +Xe P.T POST 2. CONNECT DECK JOISTS TO LEDGER USING ONT., SIMPSON L HANGERS. PERP - I NDICULAR AREAS �<-') ONLY!�USE TONLY SIMPSON SUL JOIST HANGERS AT ANGLED A A. 3. C'0 RJM JOIST TO LEDGER USING ONLY SIMPSON LUC IST HANGER TO CONCEAL HANGER FROM VIEW AND NOT TO INTERFERE WITH C IM. ©MPOS[�k:TR --!' 4. CONNECT DECK JOISTS TO BEAM USING ONLY SIMPSON HI DOWNS. S. CONNECT'RIM JOISTS TO BE � AM USING ONLY SIMPSON H2.5 DOWNS, BOTH SIDES OF BEAM, #;t ROAR PROTRUDING M:N �z RP �' -(yAR PROTRUDING MIN.j' .� CACHSIDr• PACH5IDY_• 6. CONNECT JOISTS TQRIM JnTST USING ONLY SIMPSON LUS H LAGERS OR SIMPSON A35 FRAMING PI@RPCNDICULARTOOTHIi I PF_RPF_NDICUtAKTOO THCR ANCHOR �•MIN1'i['CP- �•MIhPIF_CC. . f, 7. CONNECT RIM JOIST'TO RIM JOISTS, AT CQRJyRS, USING ONLY SIMPSON LUC HANGERS. - -- - SIN GRAc�r - GRADI" 8. BLOCKIN TO 33E NAILED USING HOT DIPPBID GALVANIZED NAILS. #:Kr_LSAR PROTRUDING MIN. ' -�-.]mss• MIN z R�6AR PRC7TKUDINi,MIN.�' �'-6' MIN. ': GALVAN ---MINIMUM�e•DIAM f DOTING. '�- --MINIMUM ia•DIAM.rOOTNG, 9. DECKING BE SCREWED INTO JOIST AT 2 SCRFWS PER BOARD PER JOIST UNIFORM IN rACt i SIDE, Y.Mb+LD P•T P05T MIN OP tz• PAC-H NDS_ P.MbC D P T'POST MIN•O`+=•• " ' ' r RPP.NDICCIIARTOOrH� � FL`CPCNDICLaLARTOOTHeK ARRANGE NT. 1/8 CTAP I3ETWEI`sN BOARD ! r nf,.cr- +•MIN4 _ Firlct• +'MIN. _ S. DECKING MLS"[ BE ABOVE FLASHING AT LEDGER s• � F•Mw BOARD. r MISCELL SUS: _ ,ate• - __ 1. APPLY C SITE TRIM OVER RIM JOIST FLI7SIi WI 1•H TOP OF DECKING. �j T �T 2. APPLY T AROUND RAILING POST BASES AS NEED'I'0 CONCEAL CUTS TO DECKING. FRONT VIEW C�.OSS SECTIO 1 3. APPLY 2X P RAIL, AROUND ENTIRE PEwMMER OF RAILING USING 45 DEGREE ANGL$( cvrs AT CORNERS. N 4. ADDITION : GI 5. ADDITION 6. ADDITION : 1 li�1 ` - - 7. ADDITION FLO R CONSTRUCTION NOTES: �1 Approved 1 UPPER: -- _ _ I (TION shall be Plans4. 8. ADD on job site TOTAL. CONTRACTOR SHALL IMMEDIATLEY NOTIFY DESIGNER OF ANY DISCREPANCIES IN DRO:WIP+i ' PRIOR TO PROCEEDING FURTHER WITH CONSTRUCTiOi1;. •.WTT RIEN MEASUREMENTS ALWA GARAGE: TAKE PRECEDENT OVER SCALED. IT IS CRITICAL CONTRACTOk r'ONDUCTS ACCURATE FIE - MEASUPP.EMENTS OF THIS AS BUILT CONDITIONS TO VERIFY' MEASUREMENTS ON THIS DRA SHEET DESIGNER IS NOT RESPONSIBLE FOR FAILURE TO DO SO. CONTRACTOR MUST FOLLOW Approve, L�ecCtMIARD S'IPECIFICATIONS AS OUTLINED ON THIS CONSTRUCTION DOCUMENT. DESIGNER CANNOT B Ford'"Or0P'Al °"''"• •• -•• HELD LIABLE FOR FAILURE OF CONTRACTOR TO BUILD T'O THF,SE SPECIFICATIONS OR OI PEnMIT NO _ �7 1M SCALE: MEANS OF CONSTRUCTION NOT IN ACCORDANCE TO THESE PLANS. E•• 11411 � O11 See�ener to r ,,`,,W""""•• • -•••••-•• ' � � �A e l 1 I tip, ict s , I:. s N•+* ax;,r» 'w»rw"ue'1+'°.r:Y+wMdwNa'�'Muke�' .wnwIVIW►' .,�y 'r+ . '.yr�yb �.�. �: h: �1 F�,_.'4 ',�• r I ' .i ,�, ,t y.. fig.. ,lf,' If u,f�• ', .'E y.,`.;'k + �h. 'rG, Jy� il) W�, $ f'. •,.1 �i� ;s.�, , r I : - , . W J 1 M; .. _ .�:. Irl. 6• Y ,t' �,. .y. �.,, I. ;y: l. l ''..A LLL• ,Y ^Ir ,, .. iiq Ripq r. , LIM ,