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HomeMy WebLinkAboutB13-0332 plans approved ,.�+..._._�.,...,...�� ISS,�� U � Ei��C; �RC� PEC APP�ICATIC?N 16JULY2012 DRB APPLICATICIN 12 N(JV 2012 REVISED 19 NOV 20 '12 � PERMIT APPLIGATfQN � AUGUST 15 , 2013 00 �� � � � r—. � °c�r � � � � �-'C J �j � � cA �"a � � � � 4 FT CONC. PAN �� , - . , , , �. , . . , . , � . "�..,,,.,�-., . � �. ;_ � ++.�+�w�r.r.. �r � i_ t ��.: � '��" �_t .t � � ,, ,,��, „ ,. _ � .: ,_ , ; , : / ! !� � .: ., l_`. :. _ [.. � __ k � . i , ., i. . .v �' . � � ��. _ t a., � �� . �:. . , . _ , e j �� ti t. . . j /�/��j � � t t . 1 V/P � �M t i � /1 � ,. ,. �� 4 _ . .. � _� � S t � �t"} l = � < < ° � � t �/� t �/��) y ,�" s .. ' �.t . 4 .._i �u/� � .�... Y � �_ . t. . �, l. ` 4..� � 5 I � �/� j . �. ( l ..� , , _ . . .. . . �.� i 1. . .{. .� 3...f �..I � _ . L . .. ,.G ' " ' " � ' i ° 3- NEW WOOD & STEE� GA?ES W/ POWERED 4PERATORS �� 'C� /'� �� � N � . , ` ' � 32$ S0. F7, HEATED PARKING PAD W/ PAVERS — SE� STRUCTURAL � � , / � � _ t � � , 4 � �,�t +' NEW 6 FT TALL CONCRETE WAL� — SEE STRUCTURAL MI� , ' STUCCO Tp MATCH HOl15E & STONE CAP. ��r �� � _� � � _�_L 9 fT X 1 $ PT PARK{NG 5PACE _ � '. �_ i. � � F . F . MAI (� � E � E � = 8435 . 3 ; , ti �,� � �; ` {_ �... 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'�' , �, r;t < t �,t .,, i ;> � .:�€�, '-17 W J� I I � . . . .. . . ._ . ., . .._ . ���� �'' —�-_____ ( I � _ _ �� s4s��-a � g�ss�-o � � (N)-TO STONE � _ , ; , (N}-TO STONE � , _. i i ; � _ ( I NEW SAND SET NEW SANQ SET � STC�NE PATIO ( I (N)-TRTD. 2 x 8 LEDGER PER CONTRACTO� STONE PATI� PER CONTRACTO� Wl (2)-RQWS OF 518" ft� I ( x 6" EXP. ANCH . @ 12" O.C. WDICATES EXIST[NG ! I 9'-1 " INDICATES EXISTII�G STAGGERED (MIN. TNREE � TIMBER PLANTER TlMBER PLANTER PER SPAN} � Q Q Tt� REMAIN , TYP. (� ( � (2) - 2 x 12 TRTD . _ _ _ _. .. __ _ . � ! �r F ' TO REMAIN , 1YP. I �� � ___, � �i r � . ,' � � �' , � , ' __ _ . _ . _ � � r �Q P . _ _ ; , _ _ � , _ __ +_ � . � � � ; � � . ; � D P. '' , .+�"i"�' � r� � � � _ __ - � INDlCATES (N)-BE�L —�'''�� ` �� � __�__� 435'- a �� � , ; i 2 .. _ _ , �.J ' PIER 2'-0" � BOT. , , , . ( � � S '' ��p P . N)-T DEC ENG N ' ' S1 _ _ __ _ (24" BIGFOOT PIER} � �� (,,,� � ; �� WI 10" f� PIER , TYP . _� ; , ' � I I � {N) 2 x 8 s T TD. @ 16° O. . �" � �� �� ,�-- (N)-TRTD. 2 x 8 WI {2)- � , � � , ; � , � � � �.. ' ' (N)-7�W = 8440'-6 � 16d DRIVE PINS a� 16", TYP. � m ' , � 1 O 3 - x 12 RTD - 2 12 FiTD, � � 3 2 x 1 TR Q. � ' - - -- ; ; (N)-TOF = SEE DETAI� � ( I � � B B D TYP� r � OB O aC:..... � NEW BEA . PO KET � A — � I � � DO OT Uh� J IST INDICATES (N}-BELL N � � L� CC} T BR K BM . LINE ,��, PfER 2'-4" !?� BOT. � {N) 2 x 8s T Td. a� 16" 0. . ; "' (28° BlGFOUT PIER} — � � ! `° W/ 10" QS PIER AT � � � � ; INDICRTES EXSTG. THESE LOCATIONS I 1 CONC. FTG , TYP. � � ••�• (" � �••• � �� NEW BEAM . POCKET �� �J ./ �„�''� +G� INDICATES EXSTG . i Q (3) - x 12 RTD ( j - 2 12 RTD. ., � (3) 2 x 1 TR Q. ., o INDICATES EXSTG . � `""'�„ CC}NG. WALL, '1YP. � r � t- �� r T�� CONC. WALL, TYP. � � D TYP . °C � � f' INDICATES NEW , INQICATE5 NEW a � CONG. WAL�, Tl(P. __ _ _ __ _.__ _ _ _ _ , CQNC. WAI.I., IYP. � (N)- (2)-2 x 12 TRTD. � (N} 2 x 8 s T TD. @ 16" O. . x � _ ° � WDICATES (N}-BEL� r �� � {STRWGER) %- _ _ _ _ - 3 NDICATES NEW �i- N � _ _._. . _ _. _ , _ _ -�. _ _; 3�� � S1 (24" BIGF O P ER) FTG. , TYP. � (N}- (2)- x RTD. N �, � PRQVIDE A 1 " SOLID STL. W110" ft� PfER, TYP. " 11 '-9" �� 4 C (S fNG ) QQ ' �1' �'� SHIM x BM . WIDTH UNDER THE � I /''''''� (� t (3)-2x12's & A SIMPSCJN �590 4 ( � S1 � �(I�i - (2)-2 x 12�:='` � � � � P. � � �Q P. TO THE INSIDE QF 27c12's �1 \.�����f C {STRINGER) � � (2} - 2 x 12 (2) - 2 x 12 TRTD . {2) - 2 x 12 TRTD . � WDICATES (N}- � � o° X12° cor�c. 6° ��� Q O O O STRIP WITH (4)-#5's INDICATES (N}-BELL � (TWO TUP & BOT.) PIEFi 2'-0" � BOT. (24" BIGF{�OT PIER} .� W110" QS PIER , TYP. 13'-0" 5'-9" {VIF) 8'-0° 8'-0" 8'-0" 12"-8" ��� � � � � .; . • - 1 PRUJEGT . (J208 3 STRUCTURAL DESIGN SaLUTIONS , INC . VERIFY ALL DIM . W/ EXSTG . ISQLATED SPREAD FC� CJTIN � SCHEDULE o R A w N g Y : JPL IS EXCLUDED FRC� M ANY STRUCTURAL CONDITI (� NS & ARCH . PLANS �qgEL DIMEN � IQNS REINFURCING REVIEWED BY ; JP�. DEFICIENCIES THAT MAY EXIST IN THE A 2'-6 x 2'-6 x 1 '-t� (3} - # 5's x 2'-� EA. ViIAY D A T E : PERMIT 08 . 1 � . 13 EXISTING RESIDENCE AT THE TIME (JF PROVIDING THESE PI�NS . STFiUGTURAL R E U 1 � 1 � N S : � C � K � �1 � �� I � �.� � �� � DESIGN SQLUTI � NS , INC . 1S (7NL.Y � � U �� � �TI � � � �� I V SCA�E : 1 /4" = 1 '-0 � RESPONSIBLE F{� R THE NEW ADDITIONS SCALE : 1 /4" = 1 '-0 � PIAN NOTES: A�ID ITS RESPECTIVE A17ACHING PLAN NQTES: 1 . NEW DECI4 BEAMS ARE F�IJSH FRAMED UN�ESS NOTED "DROPPED��. MEMBERS . 1 . NEW CONTINUOIJS FOQTINGS ARE GENTERED BENEATH FOl1NDATION WALLS UNLESS NOTED (JTHERWISE. 2. N�/ PC�STS CONTINUOUS BELC7W ARE INDICATED : � NEW POSTS FRUM ABOVE NOT Ct7NTINUOUS BEL�W ARE WDICATED: ❑ r , 2 . NEW CONCRETE WAL�S ARE 8° THICK UNLESS NOTED OTHERWISE . � ` � �{�� � �� ��� � 3. EXBTG. PQSTS CONTWIJOUS BELOW ARE IhJDICATED :i�;e EXSTG . POSTS FFiOM ABOVE NOT CONTINUOUS BE��W ARE INDICATEQ: � r „ ,_ „ � � ` � � 3 . NEW CONGRETE FOOTINGS ARE 8 THlGK AND 1 4 WIDE UNLESS NOTED OTHERWISE. � � �° �°� � � ��� � � �� � FC� U N {�ATI C� �l / 4. (E)-EXISTING FRAMING INDICATED AS TNUS: {- - - - ) {N)-NEW FRAMWG INDICATEQ AS THUS: ( ) , 4. CONTACT ENGiNEER IF OVER-EXCAVATI�N IS REQUIRED TO FIND ADEQUATE SOIL BEARING. ��� �,� � �� � � � 5. � INQICAI'ES CQNNECTION TYPE, REFEFiENCE SCHEDULE SHEET S1 . 5. (E)- EXISTING FOUNDATION INDICATED AS THUS ( - - - -) (N)-NEW FOUNDATI�N INDICATED AS TMUS: ( > p E � K F RAM 1 N G 6. DO R30T SCALE DRAWENGS 7. (� INDICATES CONNECTiON T(PE. REFERENCE SCHEDULE SHEET S1 . � ��� ; �,� ` �`° f� -° �` 1 8. CONTRACTOf� SHALL FO�L.OW ALL RECOMMENDATIONS AND REQUIREMENTS PER SOI�S REPORT. ��� - d [-) 1 R N ' 9 . fl0 NOT SCRLE DRAWINGS. VERIFY A�L QIMENSIONS , TOW & TOF ELEVATI�NS PRIaR TO CONSTRUC`fION . � � �� � �--t-� ��:�. � p � ��� _.�..��� � __ _ __ _ _ _ _ _ GENERA� NOTES : UPTON RESIDENCE SITE WORK JOB# 02Q8-13 DESIGN CRITERIA: 2. CONCURRENT BAGKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL -�s�, GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED. DO NOT C4NNECTION SCHEDULE �pe���'3�f��,, DECK UVE �OAD: 100 PSF BACKFILL AGAINST RETAfNING FOUNDATIUN WALLS UNTIL SUPPORTING FRAMING °� � , � • `�'�g%' QECK DEAD �OAD: 15 PSF {�A SIMPSQN MBHU5 . 50 (FOLLOW ALL MANF . SPEC . ) ' ��a@��� ' k°��'�`. ELEMENTS ARE IN PI.ACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED. � <:� « � f BASIC W1ND SPEED {3 SEC GUST} : 90 MPH WIND EXPOSURE: B ?zc� � � �, - « � t Q SIMPSON ABU66 FOR TRTD . �UMBER � �� o � .�� �'� =�t; GROUT: {f ;� � r ` ��� BC/IRC D�ITIC�N : e�TEGORY: 2�1 � 1 , GROUT BENEATH GC?LUMN BASE PLATES AND STEEI. BEAM BEAFiiNG PLATES Q S � MPSON LS7Q FOR TRTD . LUMBER 't �����.�.�$# ���,����� SHALL BE NON-SHRINK, NON-META��IC GROUT WITH A MINIMUM COMPRESSIVE � SIMPS� N LUS26 FOR TRTD . LUMBER �'��,. FOUNDATIQN DESIGN : STRENGTH �F 2500 PSI. �E SIMPSON MBHU3 . 56 ( FOLLOW ALL MANF . SPEC .) �`�;°� 1 . DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE GENERA� REQUIREMENTS: �F SIMPS{� N ABU46 FOR TRTD . LUMBER ' h BEARING PRESSURE C}F 1500 PSF. �G SIMPSC} N LSC b- � Q j..,, 1 . GNECI{ ALL DIMENSIQNS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO � � � � 2 . FOQTINGS SHALL BE PtACED BELOW FRQST QEPTH QN UNDISTURBED SOIL CONSTRUCTI�N . DO NOT SCALE DRAWINGS . C4NTACT ENGINEER IF HQ SIMPSON HU212-� rj- � r-- Grj OR ONE RRUCTURAL FILL COMPACTED A5 REQUIRED BY THE GEOTEGHNICAL DISCREPANCIES IN DIMENSIONS ARE DISCOVERED, � SIMPSON HUC2 � 2-2 � Op � � 2. THE STFiUGTURAL QRAWINGS QESCFi1BE THE COMPLETED STRUCTURE. Q SIMPSON BC4C (N�-COMPOSITE � O � ¢�j 3. SOIL VALUES AND CONDITIONS SHALL BE VERIFIEQ BY A REPRESENTATIVE OF THESE DRAWINGS HAVE BEEN PREPAREQ FOR THE USE QF A QUA�IFIED �Q DECKWG PER DECK JC?ISTS PER � THE GEdTECHNiCAL ENGWEER. BECAUSE SC31LS INFORMATION WAS NOT Ct�NTRACTOR WITH EXPERIENCE (N THE CONSTRUCTION SYSTEMS AND O SIMPSC� N HUG212-3 C� O AVA(LABLE AT THE TIME OF PREPARATIQN OF THE CQNSTRUCTION QqCUMENTS, TECHNIQUES DESCRIBED, THE CONTRACT(�R SHAL� PROVIDE ADEQUATE CONTRAGTOR PLAN (BEYONQ} (� � � � WE HAVE USED ASSUMED VALUES BASED UN SIMILAR SfTES IN THE AREA. SHORWG AND BRACING W THE PRQPER SEQUENCE, AS MAY BE REQUIRED TO (N)-DECK JUI�TS �' � _ � CONSTRUCTION OF THE FOUNDATlQN MAY NOT PROCEE� WITHClUT VERIFYINC ACHIEVE 7HE FINAL COMPLEfED STRUCTURE, THE SEQUENCE C7F PER PIAN � 0- THESE VALUES. REPORT ANY DISCRERANCfES FRC�M TNE ORIGINAL FINDINGS CONSTRUGT(ON IS THE RESP4NSIBI�lTY OF THE CONTRACTOR. CONSULT WITH PER PLAN � �'�' DESIGN ASSUMPTIONS Tt� THE STRUCTURAL ENGWEER. THE ENGfNEER FOR SHORING DESIGN ANQ RECONIMENQATIONS (NOT IN T{� C7ECKING CONTRAC� . 4. BACK�ILL AROUND RETAWING WAL�S AND STRUCTURA� BUTTRESSES SHALL BE COMPACTION TESTEQ PER THE RECOMMENDATIONS OF THE GEOTECHNICAL 3. THE CONTRACT�R IS RESPQNSIB�E FOR THE MEANS, METHODS SEQUENCES � ��� ' ' � �P� ENGINEER. AND PROCEDURES FOR G�NSTRUCTION QF THES PRQJECT. NOTlFY STRUCTURA� ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTfON FLUSH BM , a � 5. PROVIDE PERiMETER FOUNDATION ORAWS PER THE GEOTECHNfCAL QOCUMENTS IMMEDIATE�Y. DO NfJT PROCEED UNTIL ERRORS OR OMISSlQNS PER PLAN � ENGINEER RECQMMENDATIONS. ARE RESOLVED. COORDlNATE REQUIREMENTS FQR A�L PENETRRTIONS � � ( PACK OUT REMAINDER TNRC7UGH STRUGTURAL MEMBERS WITH STRUGTURAL ENGINEER . JOBSITE � ! ' � OF SPACE � REINFORCED CONCRETE: SAFETY IS TNE SQLE RESPQNSIBILITY QF THE CONTRACTOR. - - -- --- �-� �- � �i � � i €�- i . C(�NCRETE DESIGN IS BASED �N THE M�ST CURRENT PUB�fCATIt�N OF 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR OFFSE7 BAS� PLATE � "BUfLDING CODE REQUIREMENTS F�R REINFtJRCED CbNCRETE° (ACI 31 $) . QETERMINATION OF GENERAL COMPLIANCE WITH 7HE CONSTRUCTION � ( 1 "' TO FI.USH OUT � QOCUMENTS . THIS C7BSERVATION VlS1T IS NOT AN INSPECTION. THE BEAM TO C}NE SiDE C 2 . STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 QAY COMPRESSiVE CONTRACT(?R SHALL CONTAGT THE ENGINEER AT THE APPROPRIATE TiME TO � ( ' ' i � �'�� � �,�� L � ' ` � � ���`�" � STRENGTH OF 3000 PSL ° ���` � � '� � ` � ' �� � G � ` _� SCHEDU �E THIS VISIT. 2" CLR. 6�� 2�� CLR. � � � �.�fi , �, '� � _ ` _ � ; � � � , Z , � f _ < � t; � < < � ^ � 3 . CONCRETE SHA�L �E PROPORTIUNED USING TYPE I-II SU�FATE RESISTANT 5 . IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUGTURE, THE � � � �� � � � � ° ' ��� �` � ���� � � � � � � �� � 1 Q" QS CONC. PIER � � z f � � � s l �� �--�-�--� �• CEMENT. DO NOT USE ADMIX7URES CONTAINING CH�ORIDE SALTS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYlNG DIMENSIONS, �? � ( = r� � " � � , r � , � � � � rt ; ;i ELEVATIUNS AND A�L �XISTING CQN�I'fIC}NS, UNDERPIN�!!NG At�Q SH�RWG OF `r } �,, p ? ` ; � 9�, � `� ; ` � , � ; I W 4, FOR COLD WEATHER CONCRETING PROCEDURES REFER TQ THE "ACI MANUAL EXISTING STRUCTURES SH,4LL BE THE RESPONSIBILITY QF THE CONTRACTOR. (2)-#5 VERT � _ ` � '}} � r � ' �' � '' � ' � i "� W CQNSULT WITH THE ENGINEER FOR SHORING QESIGN AND RECOMMENDATIONS � � s OF CflNCRETE PRACTICE." # (N�T IN CONTRACTj . °C °°�" .� , ` � � � r Y Y.� q � � ' � �'�. y } ) �-� t � �� � � � � � � r �� � rc � 4 S � � 5 . EXPANSION ANCHC7RS SHAL� BE LOCATED NO L.ES� THAN 6 BOLT DIAMETERS BELL PIER 2'-4° f� gaT. � U �r � ` ' '� � � �"��� ` � ` ' - � � ` � ` � � � x �� FROM CONGRETE EDGES AND SPACED AT NO �ESS THAN 12 BQLT DIAMETERS 6, W H I L E E V E R Y E F F C?R T I S M A Q E T C 7 P R O V I D E R C O M F L E T E A N D A C G U R A T E S E T (2 8" B I G F O O T P I E R r' � t , ' , < _ `� � ` � � � � _ � a � , � r� � � C� UNLESS NOTED OThiERWISE. � OF CONSTRUCTION DOCUMENTS , ERROR� QR OMISSIUNS MAY OCCUR. � � ( ' �` , ' �� �;'� ,�� � � ' � � ( �� � � � � RELEASE QF THES� DRAWWGS ANTICIPATES CONTINUED C�OPERATION AND ,�� ° � f , �� �' � ' ` � � ; : �� � � � ' � =<' � 6. CONCRETE FLOC? R SLABS OtV GRAQE SHAL� HAVE SAWN OR TOC7LED COMMUNICA710N BETWEEN THE CONTRACTOR, ARCHITECTAND ENGINEER TO I ' �` ' �` �� � � ` , � `�' � ' ` > _ � � CONTROL JOINTS AT A MAXIMUM SPAGING OF 12 FEET IN EACH QfFiECTIfJN, !F � ��� � � � � 3 � �� PROVIDE THE BEST POSSIBLE STRUCTURE. � �"-�" i� POSSIBLE, I.00ATE CUNTR� L JOINTS ALONG GOLUMN GRIQLINES . 3 SCALE: 3f4" = 1 '-0 7. C�NCRETE COVERAGE FOR REINFQRCING STEEL (ACI 31 $-95) : ABBREVIATIONS UST �1 . CONCRETE GAST AGAINST AND PERMANENTLY EXPUSED TO EARTH : 3" . CONCRETE EXPC?SED TO EARTH QR WEATHER : A. �. ANCHOR BOLT . #6 BAR THROUGH #18 BAR : 2" ABV. ABQVE . #5 BAR, W31 rJR D31 WIRE, ANQ SMAL�ER: 1 i /2" Ap� , ADJACENT � � �'�"�" . CONCRETE h10T EXPOSED TO WEATNER NOR IN CONTAGT W1TH GRQUND: ALT� A�TERNATE (E)-EXTERiQFi WALL ���� . a. SlABS, WALLS AND JOISTS (#11 BAR AND SMAI.LERj : ARCH . ARCHITECT �� � /"""ti . # 14 AND NO 18 BARS: � � /2 BLKG . BLOCf{ING . # 11 BAR AND SMALLER . ��4" SM . BEAM . b. BEAMS ANQ COLUMNS: BM . PKT. BEAM POCKET (N�-COMP�SITE i( {E)- F��OR fRAMING "'..' „ DECKING PER =� � '� , PRIMARY REINFORCEMENT, TlES , STERRUPS , SP{RALS: 1 i /2 Bf�G. BEARING CONTRACTOR '`` � - ` CANT. CANTILEVER � �� REINFORCING STEEL: �,� ��, C�R. CLEAR PER PLAN � � . EXCEPT WHERE C}THERWISE NCJTED, REINFORCING BAI�S SNALL BE GRADE 6Q �MU CQNCRETE MASONRY UNIT (N��CKIING �� EXCEPT TIES , FfELD BENT BARS AND BARS TO BE WE�DED WHICH MAY BE GRADE CO�. CC?�UMN _ � � 40. ALL REINFOFiGING BARS SHAL� CONFC�RM TO ASTM SPEG. CONC. CONCRETE �D TYP. � � CONT. GONTINUOUS �� .� 2 . FOR BARS #8 AND SMAL�ER , LAP BARS 36 DIAMETERS AT SPLICES IN C. P, CRIPPLE RQST --T� � a � � CONCRETE DC? NO7 WE�D OR USE MECHANICAL SPLICWG QEVfGES UNLESS �W�• DOWEL �./ J � APPRaVED BY ENGINEEFi. (E}- EXISTING PER P�AN - ( W (N)-DECK JOISTS _ � EA. EACH �� � 3. NCIRIZONTAL BARS SHALL (3E CON71NUClUS OR LAPPED WITH CORNER BAR.� EQ • EQUAL a `� ( C�NT. TREATED 2x8 L� AT CORNERS. PROVIDE (2}-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYQN� EXP. EXPANS1(JN � LEDGER W/ TWO ROWS OF ---- �� EDGE OF AL� OPENINGS OR STEPS. EXSTG . EXISTING ( 4 ' S/8" f� x 6" EXP. ANCH . ��,../ � � F.D. F�QOR DRAIN S7A(aGE�iED @ 24" C� �C. 4. EXTENL7 REfNFORCING STEE� A MINIMUM C}F 2 FEET THROUGM COLD JC7INTS. �G� FOOTING � {t�f�E EVERY 12") �'�►' �� �"� GI�ORDINATE ALL CO�D JOIRIT Lt�GATlONS WITH ENGINEER. G� g� GRADE BEAM � �a� �S� �� G, L. GWED �AMINATED � � 5 . WELDEQ WfRE FABRIC SHAL� CONFORM TO ASTM 5PEC. A-185. LAP WELDED � GRID �WE ' I (E)-CONC. FNQ. WAI.� � WIRE FABRIC A MINIMUM OF NUO FU�L MESH GRIDS. � Q�• HEAQER ��t-- � HORIZ. HQRIZ{�NTAL 2 SCALE: 3l4" = 1 '-0 � � i ._.� INFO. INFORMATION Si �� J STRUCTURAL WOOD FRAMING : JSTS. JpISTS 1 . EXCEPT WHERE N�TED OTHERWfSE, ALL 2" NQMiNAL LUMBER EXCEPT STUDS �'S' K� �G STUD �J ./ � �'` SHALL SE QOUGLAS FIFi-IARCH #2 AND BETCER, AL� SOL{D TIMC�ER PdSTS AND �'�� ���� LEG VERTiCAI. � � LONGIT. LONGITUDINAL L� h ' BEAMS 3° NOMINA� AND WIDER SHALL BE Q4UG(AS FIR-LARCH #2 UNLESS ��', LIGHTWEiGHT (N)-TOW , �. V NOTED OTHERWISE ON PLAN . �VL LAMINATED VENEER LUMBER 2" STONE CAP � � MANF. MANUFAGTURER 4 ° PER C{JNTRACTOR 2 . STUDS SHA�L BE STUD GRAQE AND BEITER HEM FIR OR DOUGLAS FIR-LARCH . t��_ NEW T� 3. FOUNDATiON P�RTES OR SII.�S SHALL BE BQLTED OR ANCHQRED TO THE � ' C' Q�1 CENTER � FOUNDATION W1TH NQT LESS THAN 112" DIAMETER STEEL B4LTS OR APAROVEQ � PLATE ° � �� �EF• REFERENCE ANCHORS . BOLTS SHAI.� BE EMBEDDED RT LEAS7 7" INTC} C(aNCRETE OR a � REINF. REfNFORCING MASONRY, AND SPACED NOT MaRE THAN 4 FT APART. THERE SHA�L BE A SCHED. SCHEDULE d � MINIMUM C?F TWlJ SC?�TS OR ANCNOR STRAPS PER PIECE WITH UNE BOL.T OR S' , � , p, STRUCTURAL INSULATED PANEL a o ANGHOR STRAP LOCATED NOT MC}RE THAN 12 OR LESS THAN 4 FROM EACH �T�, STEEL 4 � �""'�' END OF EACH PIECE. A PRC}PERLY SfZED NUT AND WASHER SHALL BE T �"RIMMER TIGHTENED ON EACH BO�T TO THE C'LATE. T. B. THROUGH B�LT �, 4. BOTfQM PLATES 1N CQNTACT WITH CONCRETE SHAL� BE PRESSURE TREATEQ T�`G TONGUE & GRC70VE (N}-STUCC{7 FINISH d LUMBER OR A LUMBEFi OF NATURA�LY DURABI.E MATERIA�. T� TC7P OF PER CONTRACTOR a -� TOF TOP �F FOOTWG 5. WOOD BEAMS BEARING lN BEAM POCKETS IN CONCRETE OR MASC�NRY T�W TOP OF WALL 4 ° WALLS SHA�L BEAR �N A TREATED 2x SEARING BLOCK. PROVIDE 1 /2" TFiANSV, TRANSVERSE � CLEARANCE AROUNd END (7F WOOD BERM . PR(?VIDE 2x TREATED B�OGKlNG TRTD. TREATED EACH 51DE OF BEAM AT BEARWG. TS TUQE STEEL TYP. TYPICA� � - d VERT. VERTICAL � FINISHED DRIVE � & . BLOCKfNG WITNIN F�OQR JOIS7 SPACES BENEATH POSTS NOTED ON P�AN VIF VERIFY IN FlELD � PER CONTRACTOR a P R Q �J E C T : O�O�- 1 � SHA�L BE OF EQUIVALENT AREA OF THE CC)LUMN AB�VE. SINGLE STUD W. P. WATERPROC}F N ` D R A W N B Y : JPL TRIMMERS DO N�T REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. Wi WITH a ° REVlEWED BY : JPL 7. BOLTS USEQ W FRAMING CONNECT(ONS SHALL BE INSTALLEQ WITH TREAQS PER CONTRACTQR Q A T E : PERMIT 08 . 12 . �) � STANDARQ WASHERS AND NUTS. RISE & RUN PER ���� � � � � ; REVISlONS ; 8. REFER TO THE 2012 IRC 1`AB�E R602.3 (1 ) OR 2012 IBC TABLE 2304.9. 1 FC�R ' CONTRACTOR #5's �a 16° VERT, 4" 4" � °', y�'� MIN (MUM FASTENiNG SCHEDU�E. A COPY QF THIS TABLE CAN BE PRQVIQED Q Y '� � �u � � �:� , . UPON REQUEST. AS STATED IN SECTION �304.9.5 OF THE 2012 IBG SECTlON (3)-1 /2°� x 10" A. B.'s #5's @ 16° HORIZ, 2304.9.5: FASTENERS W CO�ITACT WITH PFiESERVATIVE-TREATED AND IN GONT. TRTQ. 2x10 Fj? FIFiE-FiETARDAt�T-TRE/�,TED WOOQ SHA�L BE C?F HQT-DIPP�D ZINGCC?ATED 4 � �t�� � (�°� �� � � GALVANIZED STEEL, STAINLESS �TEEL, SILICON BRONZE OR COPPER . �; , _ � � � � � � �� � � � � � � � � FASTENINGS FOR W�OD FQUNDATlON5 SHAL� BE AS REQUIRED IN AF&PA PWF, FINISHED GRADE 'Li z #5 DWLS. x � �; PEFiCONTRACTOR �' � @16° O.C. I"' � � � � � � � � � 9 . UNLESS NQTED OTHERWISE, STEEL CONNECTORS SHALL BE USED T� JOIN ' ` ` ° � {2)-2x12 STRINGER -.�Q'. 6 6 �� s (2}-#5's CdNT. � �.�r �" ,,� RAFTERS , JOISTS ANQ BEAMS SUCH AS SIMPSC?N STRONG-TIE C�NNECTORS OFi PER PIAN � � ��r�� ���� � U EN ERAL NC)TE � & EQUIVALENT. CUNNETaRS THAT ARE USED fN EXTERIUR APPLICATIO�lS AND !N • „°, CONTACT WiTH PRESEFiVRTIVE-TREATED WOQD SNAL.� HAVE COATWG TYPES �, � ( � 4 �,; � ° � � � � a �� � DETAILS AND WEIGHTS IN ACCORDANGE WITH fiHE TREATEQ WOOD OF CONNECTOR INDICATES (N)- �'�� (N}-TOF MANUFACTURERS' RECOMMENDATIONS QR IN ACCOFiDANGE 70 IBC SECTIdN 10" x12° CONC. p � ° 2304.9 .5. 1 . STRIP WITH (4)-#5's � ° ° ° (TWO TOP & 80T.} 1 '-0" � 4" 8° 4° 10. WOOD NAILEFi PLATES ON STEE� BEAMS FOR TOP-FLANGE HANGERS SHAL� BE RIPPED TC? MATCH THE STEE� BEAM FLANGE WIDTM . 1 '-4" BACKFIL�WG PROCEDURES : 4 SCA�E; 3/4" = 1 '-0 1 SCALE; 3!4" = 1 '-0 ' 1 . VERIFY TYPE OF FI�� WITN GEOTECHNiGAL ENGINEER. 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