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HomeMy WebLinkAbout10149829.pdfGENERAL REQUIREMENTS: FRAMIN6 .LUMBER: ADDITIONAL NOTES: OWAR 1. NO CHAN&E5 ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD 6RADIN6 AND 1. IT 19 THE RESPONSIBILITY OF THE FRAMING CONTRACTOR, HIS AGENT OR THE Turr+�or srir ov r rrrs WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. DRE55iN6 RULES NO. 17 OF WE5T COAST LUMBER INSPECTION BUREAU. 6ENERAL CONTRACTOR TO VERIFY ALL MELD DIMENSIONS, FIELD CONDITIONS, THE �_�" t«roA�t.Sr,a�ani7io►� EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING LENGTHS OF ALL SPAN$ FOR BEAMS, PURLINS, PRAMIN& ROOF AND CEILING AND 125 N. GLAUDINA STREET 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SMALL BE VERIFIED A6ENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL ANY FLOOR MEMBERS THAT MAY BE INVOLVED IN THIS PROJECT, THE HEIGHT OF ANAHEIM, GA 412605 BY THE CONTRACTOR AT THE SITE. BE V151BLE AFTER INSTALLATION. ANY MEMBER THAT 15 USED IN FORMING THE DRAINAGE PATTERN AND ALL (714) qOb-0651 2. FRAMlNS LUMBER SHALL BE DOUGI.AS FIR, 545, UNLESS OTHERWISE NOTED. CONDITIONS THAT PERTAIN TO ANY MEMBERS, NEW OR EXISTING. HE SHALL VERIFY 5. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WiTH AND BE INSTALLED IN THE NEW AND EXISTING CONDITIONS AGAINST THE DRAWINGS PRIOR TO THE au. A ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LE6ALLY CONSTITUTED ORDERING OF ANY MATERIALS. NOTIFY THE DESIGNER, AND THE ENGINEER OF Anxca,MaNTteW naAwnussane, PUBLIC AUTHQRiT1E5 HAVIN6 JURISDICTION, INCLUDING ALL COUNTY AND THE FOLLOWING SRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, RECORD IMMEDiATE:LY (F THERE: ARE ANY CONDITIONS THAT DO NOT MATCH THE POovErr ow OWAR AND AM INTMW To LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL UNLESS OTHERWISE NOTED: DRAWINGS AND STOP ALL WORK IMMEDIATELY. Be Ww iO4.Y�9NA. Nrorr oe ACCIDENT COMMISSION, OSHA. Yilrepu r rpmY1R1rm CONU T or MCA^ Be t PM ANY PUtlPM Y*#ATW YG°R ITEM 2. ALL NE'.W PLUMBING LS SHALL HAVE A MINIMUM 2 X 6 STUDS FOR THE Wi T WALL r W w 44mom OR AC40 oN9PihOM DRAY K114CRTln 4. 6ENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, OR UTILIZE THE SPACE IN EXISTING WALL CONDITIONS. AGGPMWANYIN6 ciri4A1r0r� � nC DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING STUDS: NO. 2 OR BETTER "' ' ' or oWA& CONSTRUCTION. 2" THICK, 4" WiDE (STUD HT.=6'-I" MAX) NO. 1 5. ALL PORTLAND CEMENT EXTERIOR STUCCO AND INTERIOR PLASTER SHALL BE 7!8 2" THICK, 4" TO 6" Y41M INCH THICK OVER WOVEN OR WELDED WIRE LATH (UNBLOCKF..D) WITH It GAU6E X 1/2 5. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL STRUCTURAL LIGHT FRAMING: NO. I INCH LONG, 7/16 INCH DIAMETER HEAD NAIL$ OR 16 6AU6i= STAPLES HAV1N6 7/8 WORK, INCLUDING THAT OF ALL SUB -TRADES. 2" TO 4" THICK, 2" TO 4" WIDE INCH INCH LONG, LEG5 PLACED AT 6 INCHES ON CENTER OVER I5# ORGANIC FELT 5TRUCTURAL JOISTS AND PLANKS: ATTACHED DIRECTLY TO THE FRAMIN& SYSTEM. T'WO LAYERS DF frp# ORGANIC 6. 6ENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY 2" TO 4" THICK, 6" AND WIDER PELT SHALL BE INSTALLED IF THE APPLICATION 15 OVER PLYWOOD SHEATHING, OF ANY DISCREPANCIES FOUND WHIN THE CONTRACT DOCUMENTS. BEAMS AND STRINGERS: NO. I STUCCO SHALL HAVE CORROSION-RESI5TANT WIRE MESH WEEP SCREEDS A MINIMUM 5" AND THICKER, &" AND W#DER OF 6 INCHES ABOVE GRADE AT THE BOTTOM OF WALL$ AND SHALL BE VERIFIED ?. ALL WORK PERFORMED SMALL CONFORM WITH THE REQUIREMENTS OF THE POSTS ANDANTDIMBERS: R NO. I AT ANY AREA THAT CREATES AN ENCLOSED AREA OR SOFPIT AREA. It- � UNIFORM BU#LDINS CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE 5 PLYWC MD SHAL AG I FORM TO PRODUCT STANDARD PS i-a5. PLYWOOD SHALL EXPANSION JOINTS ARE EXiSTIN6, THE CONTRACTOR SHALL MATCH THE EXPANSION m 6OVERNIN6 CODES AND/OR LOCAL BUILDIN6 ORDINANCES. BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF JOINTS AT THE AREA OF NEW WORK. VERIFY WITH THE DRAWINGS IF ANY OTHER EXPANSION JOINTS ARE REQUIRED. 6. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS 5HEATHIN& SHALL BE 1/2n STRUCTURAL 1, P.I. 52/16, UNLESS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHERWISE NOTED. FLOOR SHEATHIN6 SHALL BE 5/4" STUDD-I-FLOOR 4. TIME CONTRACTOR SHALL INSPECT AND INSURE THAT ALL THE REPAiR$/BIJILDING P.I. 40/20, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR OTHER EXCISE �ATERfAL SHALL BE REMOVED FROM THE BUILDIN6 SITE. ARE MADE TO THOSE AREAS NOTED ON THE DRAWINGS AND SPEGiFfGATIONS. ANY SHEAR PANEL SHEATHING. ROOF AND FLOOR SHEATHING AND SMEAR PANELS ADDITIONAL DAMAGE CAUSED BY THE CONTRACTOR PROVIDING THE q. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHAN&E5 IN THE WORK AND FALL BE iN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIORI TO REPAIRS/BUILDING SHALL BE BROU6HT TO THE ATTENTION OF THE OWNER AND THE 5`-0" 5$'-5" -a° ';'-o" THE CONTRACT AMOUNT SHALL BE ADJUSTED AGCORDIINCaLY. hOWEVER, THE COVERING. INSTALL WITH FACE CKAIN ACROSS SUPPORTS EXCEPT WHERE ENGINEER OF RECORD IN WRITING AND SHALL BE REPAIRED BY THE CONTRACTOR. 6ENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE NOTED ON PLANS. d WRITTEN APPROVAL OF THE OWNER. 4. ALL OPENINGS THROUGH ROOF SHALL BE NAILED PER BOUNDARY NAILING S. NO CONSTRUCTION SUPERVISION 15 INCLUDED IN THE WORK BEING PERFORMED AND Q OFPLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 15 NOT PART OF THE CONTRACT OR SERVICES THAT ARE BEING PROVIDED. iF SITE PROPOSED 10. ALL MATERIALS SHALL BE FURNISHED A5 SHOWN HEREIN UNLE55 EQUAL GON5ULTATiON 15 REQUIRED, A FEE SHALL BE CHARGED FOR THAT CONSULTATION. ADDITION ALTERNATES ARE APPROVED iN WRiTINS BY THE OWNER. 5. FRAMING HARDWARE SHALL BE 5IMP5ON "STRONG -TIE" CONNECTORS OR N. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDlN& EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.B.O. APPROVAL, UNLE55 6. ALL EPDXY INJECTION OR USE OF EPDXY SHALL FOLLOW THE RECOMMENDATIONS BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO OTHERWISE INDICATED ON DRAWING5. ALL FLUSH WOOD TO WOOD OF THE MANUFACTURER Y41THOUT ANY DEVIATIONS AND Fc7LLOYVIN6 ALL THE CONNECTORS SHALL BE MADE WITH "SiMPSON" METAL HAN&ERS AS RECOMMENDATIONS FOR INSTALLATIONS AND STRICTLY MAINTAINING QUALITY WHICH THE STRUCTURE MAYBE SUBJECTED. FOLLOWS: CONTROL OF THE INSTALLATION OF THE PRODUCTS. ANY USE OF PRODUCTS NOT 'lull SERIES SPECIFIED BY THESE DRAWtN65 AND NOTES SHALL BE APPROVED IN WRITING BY 12. SEE ARCHITECT'S PLANS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, iF 2 X 4, 6, 4 6 MEMBERS "HUE" SERIES THE ENGINEER OF RECORD AND APPROVED BY THE PLAN CHECKER FOR THE CITY APPLICABLE. 2 X 10, 12, 14, 4 16 MEMBERS "HUE" SERIES OF RECORD PRIOR TO ANY INSTALLATION POR TH15 PROJECT. 15. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE 4 X LARGER 6. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON 7. NO STRUCTURAL MEMBERS SHALL BE GUT FOR PIPES, VENTS, DUCTS AND OR OTHER DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR DRAWIN&5: SIMILAR OPENING-5 OR OTHER ITEMS SUCH AS STRUCTURAL CONNECTORS AT ANY REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/QR HIS SUB- TIME WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. CONTRACTORS OF ANY LIABILITY IN FURNISHIN6 THE REQUIRED MATERIALS CONNECTION OR LABOR SPECIFIED. 5 - 6d 5. THE CONTRACTOR SHALL DETERMINE IF HE/SHE SHOULD DISCONNECT ANY AND/OR J015UNLESS THE 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 5RIPi TO SILL OING TO JOI GIRDER, TOE NAIL 2 - 6d AUTHORiZATION TO LEAVE SAIDALL EXISTIN& UTILITIES ON THE$UTTILI Y LINES.ITE OYVNER SIGNS A YVRITTEN STRUCTURE AND D0 NOT INDICATE THE METHOD OF CONSTRUCTION. THE BRIDGST, TOE NAIL, EACH END 2 - 6d # X 6 SUB -FLOOR DR LESS TO EACH JOIST, FAGS NAIL 3 - 6d CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY WIDER THAN I X 6 51.8-FLOOR TO EACH JOIST FACE NAIL 2 - l6d 41. IF REQUIRED FOR THIS PROJECT, THE OWNER OR CONTRACTOR OR lit� RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, 5EQUENGE5 2 50FLOOR TO JOIST OR 61RDER, BLIND AND FACE NAiL I6d 0 16" o.c. SUB -CONTRACTOR SHALL SUBMIT MECHANICAL, PLUMBING, AND ELECTRICAL PLANS N AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. 50LE PLATE TO JOIST OR BLOGKIN6, TYPICAL FACE NAIL 5 - 16d PER 161, AND CALCULATIONS AS REQUIRED BY THE CITY OR COUNTY OF RECORD BUILDIN6 OBSERVATION V151TS TO THE 51TE BY FIELD REPRESENTATIVES OF THE SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 2 - I6d DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATIONS. ALL MECHANICAL, ARGHITECVENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE TOP PLATE TO STUD, END NAIL 4 - 6d, TOENAIL OR PLUMBING, AND ELECTRICAL OR ANY OTHER SPECIAL ENGINEERING, INCLUDIN6 ANY MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES 5TU12 TO SOLE PLATE 2 - I6d, END NAIL CALCULATIONS OR ORAKIN65, AND SUBMITTED TO THE CITY OR COUNTY OF PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION lbd @ 24" o.c. RECORD FOR PLAN CHECKING AND PERMITS SHALL BE PREPARED AND PULLED BY SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILW INSPECTION DOUBLE STUD, PACE NAIL I6d 0 16" o.c. THE OWNER, THE CONTRACTOR, OR SUB -CONTRACTOR. SERVICES WHICH ARE FURN15HEP BY OTHERS. THESE SUPPORT SERVICES DOUBLE TOP PLATES, FACE NAIL 6 - I6d PERFORMED BY THE ARCHITECT/BN6INEER, WHETHER OF MATERIAL OR WORK, DOUBLE TOP PLATES, LAP SPLICE 3 - 6d 10. PROVIDE 6FI PROTECTION TO ALL 120 VOLT, 15, AND 20 AMP RECEPTACLES AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 66 @ 16" o.c. INSTALLED IN BATHROOMS, AT COUNTERTOP SURFACES WITHIN 6 FEET OF KITCHEN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, 00 NOT 6UARANTEE RIM JOIST TO TOP PLATE, TOENAIL 2 - I6d SINK, OR ANY OTHER REQUIRED AREAS AND IN GARAGES IF INCLUDED IN THIS CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION TOP PLATES, LAPS 4 INTERSECTIONS, FALL NAIL 16d 0 16' o.c. EACH EDGE WORK. OF CONSTRUCTION. CONT. HEADER, 2 PIECES, FACE NAIL ALONE EDGE5 5 - 6d It. iS THE SHOP DRAWING REVIEW PROCESS BY TH15 ENGINEER WILL ONLY COMMENCE CEILING J015TS TO PLATE, TOE NAIL 4 - 6d PROVIDE -10 INCH H16H NON-ABSORBW ENT ALL ADJACENT TO SHOMR AND CONT. HEADER TO STUD TOE NAIL 3 -I6d APPROVED SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE. AFTER THE SUBMITTED FABRICATION OR SHOP DRAWIN65 HAVE BEEN AS CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 5 - I6d 12. � FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 5 - 8d ATTIC. ACCESS OPEN1146 SHALL NOT BE LESS THAN 22 INCH X 50 INCH. A 50 INCH A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING W#TH THE RAFTER T^ PLATE, TOE !�!AiL 2 - 6d CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED ABOVE THE ACCESS ° STRUCTURAL IFNEV AN ION DRAWINGS BY THE RESPONSIBLE SUPERVISON I X BRACE TO EACH STUD AND PLATE 2 - 6d OPENING. SEE PLANS FOR LOCATION. AND DRAWING CHECKER ON THEIR SI6BY URI S, i X 6 SHEATHING OR LESS TO EACH BEARIN6, FACE NAIL 5 - 6d WIDER THAN I X 8 BOARD TO EACH BEARING, FACE NAIL I6d @ 24" o.c. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL BUILT-UP CORNER STUDS 20d @ 52" o.c. AT TOP B CONTRACTOR AS CONFORMING RO THE CONSTRUCTION DOCUMENTS. BUILT-UP GIRDER AND BEAMS AND BOTT. STA66EREP n 2-20d AT ENDS t AT EACH SPLICE ACCE_ 2 t i6d AT EACH BEARiN e� �3a y�-.. 2„ PLANKS �A ., p; n W00D STRUCTURAL PANELS AND PARTICLEBOARD: �� Rg �m� I �, SUBFLOQR AND WALL SHEATHING: � ., ,...,wv 11 wt��'a a s `�-q 1/2 AND LE5S 6d OR 6d /� L 1a152" - 5/4°' 6d I : �. a /d,.._ ... . ,. �. x_,rp I $3a e Gee s3 a9 8g P' 4, fs & 716" - 1" IOd OR 6d III € ?_ {#s ' {,> 6: g ABBREVIATIONS: I-#/6" - 1-I14" L, .,. �� h� - . _ .. x _, w_._ w. a ,!-sruag �: � s��Iw from tvio tart - Santa Ana, ELKS BLOCKING ✓ c: BM BEAM ADDITIONAL NAILING NOTES; L ,f" �''��� M A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON 5fl6 i, B.N. BOUNDARY NAILING ORAWIN65. /o�7erc l k l , I ! T B. PLYW00D SHEATHING SHALL BE NAILED AS FOLLOWS UNLE55 " ` " �•3 ,wion of y CENTER LINE OTHERWISE - I g t&; ;: ' , sv l f.."/ .,.,„.. a,. z G.G. CENTER TO CENTER NOTED ON DRAWINGS: 4 - �2�-� �'���.... �� ,.�, GL& CEILING `;xII ���< w� �. ��. � C.J. CEILING J015T ! BOUNDARY NAILING - 4 o.c. S,. I €, u° ED6E NAILING 6 o.c. FIE '.., �, GANG CONCRETE IT" T Y . . , 11w- h. W . CONT CONTINUOUS G I, FIELD NAILING - 12" o.c. (10'" o,c. AT FLOORS) _ , ,, - t �''` s I��� $ G p 4W v® _ � I a ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. DBL DOUBLE T. LTS THROUGH WOOD SHALL HAVE STANDARD WASHER5 EXCEPT VIA DIAMETER W METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE f t�l FA, DIM DIMENSION NOT M RE THAN I ib" LARGER THAN THE BOLT DIAMETER UNLESS`�� ����������Date Isn ( - a.,.x OTHE ISE NOTED. ,� ,..., , ��,....._ _ __... _� �qa�w �, y^y r,s0 +t'g d'� E z ciii.. j €[:. k r ttc€'I�. "�J4,.s >€.,'i:"'fl �a, ate',:. :..,,..........,, . z e ro F* LL E.N. EDGE NAIL 4 _ . BR1 OF JOISTS OR RAFTERS: PROVIDE BRIPGiN6 AT 10 - O k. ,_ . �, , _ . SITE INFORMATION: E.W. EACH WAY 6' , _ ,i }N 41. TYPE � , _ � N � � ' EXIST EXISTING o.c., ROOF RAFTERS AND 8 O FOR FLOOR JOISTS. PROVIDE 1 j��^ ,a ,v, q�, �l i- 2 X 504D BLOCKING AT ALL BEARING LOCATIONS. s�° /" CONSTRUCTION T1'PE V-N NON SPRINKLERED P � �„ _ JU F.F. FINISH FLOOR 41. P#APHRAGM NAILING NOTE: FRAMING AT ADJOININ6 PANEL ED&ES ��, �'�' • °�` ZONING FT6 FOOTING ,Z SM 5 INCH NOMINAL OR WIDER AND NAILS SHALL BE NUMBER OF STORY :ONE I 1 � � I� w � � tj'y --� O F.& FINISH &RAPE ", �' +✓ jTS ST'A&GE D WHIRL 6d NAILS ARE SPACED 2-I/2 o.c, OR LESS, IOd G.L.B. GLUE LAMINATED BEAM NAILS A SPACED 5" o.c. OR LESS AND HAVE PENETRATION INTO FRAMING OF MORE THAN 1-516".µme 0,. 1 HPR HEADER � FLOOD ���'`�,� I"I ,��.'� �,� � HORIZ HORIZONTAL BUILDING AREA�� <C INT INTERIOR Q LU < "'1,428 S.F. ram :° t EXISTIN6 RE5IDENGE €IN.() INCH _ CONS; EXI5TIN6 6ARA6E 465 5.F.I,, JET JOISTS = z ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPfiWION OF THE AGt ADDITION 1 612 5.F. wF O.G. ON CENTER ti .. _ 1- li GODS ANC? SPEGiFIGATION5. THE FOLLOWING NOTE PROVIDED FOR USE AS A GUIDE TO __ .. .. ALL REQUtRE:MENTS. PLWP PLYWOOD TOTAL LlVIN6 EXCLUDING I,So{1 S.F.��y t. THE SPECIFIED COMPRESSIVE 5TREWoTH OP THE CONCRETE 0=c) SHALL BE 2,500 6AR,A6E SHT6 5HEATHIN6 PSi. STRENGTH REQUIREMENTS SHALL BE BASED ON 2&-DAY COMPRESSIVE 5.5. SELECT STRUCTURAL STRENGTH, UNLESS A DiFPERENT TEST AGE 15 SPEGiP1ED. o W � � lu TYP TYPICAL 2. ALL REINFORCING STEEL, W1RE ME5H, ANCHOR BOLTS, HOLDDOYyN ANCHORS f ` z U.B.G, UNIFORM BUILDING GODS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY Bl CrO1%BRA6B� THE BUILDIN6 OFFICIAL PRIOR TO PLACIN& OF CONCRETE. U.N.O. UNLESS NOTED OTHERWISE S. WATER/GEMENT RATIO: LOT AREA 6,6a6 S.P. t-- QgNgTE STRENGTH f'c YV/G RATIO COVERAGE 2500 P51 0.67 LIVING IACT I S.F. � REINFORCING STEEL 13UILDIN6 COVERAGE 2,505 S.F. 51% t. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE FROM IOC-NTIFIE17 STOCK JOB NO. 05-105 WiTH MILL ANALY615 SUPPLIED. EtLL DOWELS, #4 OR SMALLER, SHALL CONFORM TO ASTM A-615 GRADE° 4O. 2. REINPORCiN6 SHALL HAVE THE POLLOWIN& MINIMUM COVER: FLOUR AREA RATIO (FAR) � N ' '° E> 7- f E T DATE 06-06-05 A, CONCRETE CAST AGAINST EARTH 5 IN. FAR = 2,505 1 6,6oi6 O.B'74 BY O.C. 5. BARS SHALL BE CLEAN OF RUST, 6REASE OR OTHER MATERIAL LIKELY TO IMPAIR SONDIN6. BENDS SHALL SE MADE COLD. SHEET TITLE: NMI eI TF— PL_/Z 1N NOTES AND 50ALE: 1V8" - i'-0" m k ', SI TE PLAN i SHEET OF 5 I m 0 . q LEGEND: .... DEMOLITION WALL EXISTING WALL nortil SCALE; VS" = P-O'" 58'-5" Z—O"" I I 91 Ve MM4 LS, 5YM. DESCRIPTION DUPLEX OUTLET t>~i DUPLEX OUTLET - GROUND FAULT INTERRUPTED SY41TCH - SINGLE -}- LIGHTING FIXTURE - CEILING }} LIGHTING FIXTURE - MALL ® LIGHT FIXTURE - REGE55ED TELEPHONE SMOKE DETECTOR NO. 51 ZE TYPE MAT'L REMARKS (D 2'-0" X 4'-0" ALUM. 51-011 X 41-011 SLIDING ALUM. 4'-011 X 4'-011 5L I D I NG ALUM. 41-0" X 2'-O"' SLIDING ALUM. 5'-O" X 41-O"51-I1"PIN6 ALUM. NO. SIZE THS. TYPE CONSTR. FRAME REMARKS, (D 2'-411 X 6"-511 1-5/51, WOOD HOLLOW GORE WOOL? 2'-011 X 61-511 1-5/8" WOOD HOLLO ORE WOOD 2'-611 X 6"-8"" 1-5/41' WOOD HOLLOW CORE WOOD INSULATION NOTE: 1. PROVIDE MIN. R-50 INSULATION IN CEILING AND ATTIC, SPACES. 2. PROVIDE MIN. R-15 INSULATION IN ALL EXTERIOR WALL5. ELQQDINri MOTS: A FEDERAL EMERGENCY MANAGEMENT AC�i�N PR06RAM ELEVATION G L BE COMPLETED BY A CALIFORNIA LICENSED LA OR. THE COMPLETED ELEVATION CERTIFICATE MUST BE 5US TO THE BUILDING INSPECTOR AT THE TIME OF POUNDATION INSPECTION. ,LEGEND: GARAGE EXISTING STUD WALL NEW STUD WALL (MIN. 2 X 4 AT 16" ox) 5u SMOKE DETECTORS PER U.B.G. 510A.1 north (NOTE: SMOKE DETECTORS IN EXISTING CONSTRUCTION MAY BE BATTERY OPERATED). 401_511 NEW ATTIC ACCESS MIN. 22" X 50" OPENIN6 �I + 0 A 5elj,?s .s`a ✓ 3 t1..�1 .. 'm j e t. zx 7 ,OR fEbM AL I 12S N. 01.A P NA 5TREET A NAHE#M, GA 112505 (it4) qO6-0651 ALL. IDFAs DS�t SR°i, AND MIOATr?D ON T'HH8@ ORAWIN6S AW116 PROPERTY OP OSOAR AND AM INYLNy TO EA: USED IN O KWITIONS KTH THIS WMIPIG PRO.W'r ONLY AND SHALL NOT OTHGRWIW me WWI I m ANY PURPOSE WdATSOEYCR W#TFIG+Ui THE WR! m, GON9L°NT OP OWAR. Tiiq�E�°�J,L 8@ NO GHAN9L*S OR OWIA110M PROM n4im DIitAWtN6S OR THE AOGOMPANYINS, SPWIPIOATk** WITHOUT THl: MIT M OONSL° r OF OSGAR. N s t� V ma w Ci IL z � > z 1.J < 4 3— z qO5 NO. • • PATE 06-06-05 G SHEET TITLE: ROf=O5r=1:;` FLOOR PLAN LID141 81q] ROF SHEET 0F 5 (N) STUD WALL NOTE. VAMA JAL PROVIDE CONTINUOUS SPECIAL coSTUhT HOMES/IMPRaVM-ENTS (N} PLYWOOD SHEATHING INSPECTION BY A CERTIFIED ors-srncv�rEor� _ � # (ARE APPLICABLE} DEPUTY INSPECTOR FOR THE NEW STUD WALL "12wi- ,L VI A STR ET 2 DRILL 1/2% X 4" INSTALLATION OF ALL EPDXY fHEI Sob 4120 05 DEEP HOLES AND GROUTED ANCHOR RODS. ^" 0651 EPDXY 6R,OUT #3 101, BARS X 12" LONcS 4 ; EXISTING �- Er�,as.�. Ace, 2 X �€ 5 f LL PLATE irm�cJ7ess 7 A 7 PRope y or oscAa nta+ AM , 7a 2 5 j IN PLACE. ALL, (N) P.T,D.F. 2 X 4 SILL PROVIDE CONTINUOUS SPECIAL WHERE APPLICABLE # M VOW IN LYANCO20AYiITH OTICEOIM 561" o•c• PLATE DRILL %11171A X 6" INSPECTION BY A CERTIFIED w/ (E} ANCHOR BOLTS "I"= IM VK rm Ootalwr or OWAR. DEEP HOLES AND INSTALL DEPUTY INSPECTOR FOR THE 5/16" X 2" X 2" t SOLL W No OLANS" OR MIAMOM PROM' DRAWIt" CAR 71-0 • '/p VIA ANCHOR BOLT AT INSTALLATION OF ALL EPDXY PLATE WASHER DRILL 2"% X 4" DEEP HOLES ! COMM"''4"'oP'P�AitXWI7FY0llP7t� 4" THICK CONCRETE SLAB EXISTING ® 52" o.c. IN ADDITION TO GROUTED ANCHOR RODS. AND INSTALL #3 BARS X 36" W/ #3 AT 15" O.C. - SLAB � rr THE (E) BOLTS WITH SIMPSON NEW 4 CONCRETE SLAB ve/ (1�U 4 GC.aAtGRE'tE SLAB w/ �� LONG IN PLACE. ALL AT 36 o.c. I EACH WAY AT MID -SLAB ® '�' A Al MI I-S o.c, EACH YdAY SET EPDXY ADHESIVE PER WASHER f! 2 X 2 X SM6 #3 AT 16" o.c. EACH WAY AT INSTALL W/ SIMPSON SET EPDXY I OVER 2" SAND WITH AT Mt1a-5LAB IGBO No. 52'19, " ADHESIVE PER I.C.BO. NO. 52101 ONE LAYER OF 10 MIL - 1 MID -SLAB OVER 2 SAND WITH V150UEEN IN THE MIDDLE S 2 (N) CONCRETE SLAB ONE LAYER 1Q1tMI HE 1MIOi�pE� EXISTING a E.N. 1 _e SLAB c2" 12tr .. �,' i+ o �,� L7111 =11I-•.' aPa CA r:' 7�'":" r �:F, ! (t III—III IIIIII---I 11=1 I I ---I � u•..:7.�.�:.���:M:���s�:b�z�ry, I I--I.=1_. E, '] 12, --.,,(W irOOTING E —; --- I I I —I I { ...--..}it r ---.� � - 12(N) FOOTI_ _ _ _ _/e SEE OR ADDITIONAL ' r — -�EXISTING FOOTING I 1 I I ?C,�TI C� TO 5T ' �Jf AR TR,r�N5FER 1" NFM 5LAE3 TO FXITIN& FOOT11` & ►" ► I I PROVIDE 14" X 16" GALVANIZED STEEL GABLE EXISTING SLAB I I MES - 6AVLLVA IZED ARA{DAARE (I-) ASPHALT SHIN6LE5 E-- ( ON GRADE 1 NEW D.F. #I - 2 X 4 (N) STUCCO STUDS AT 16" O.G. (N) PLYWOOD SHEATHING I I 5 PLANS 1 I i 4" THICK CONCRETE SLAB 2 X 4 P.T.D,F. SILL PLATE 1 . " EACH AAY AT MIDI O.C. 12 12 OVER 2'. SAND WITH Wl/" DIA> ANCHOR BOLTS O rr Ink 3/f 6 "' X 2" X 2" Z 4 ONE LAYER OF 10 MIL PLATE WASHERS) AT 52 "O/c 0 ... . . ( ,. .. .. .. �` '" .� •. • •.: :•.:... �.:�` .• :' ,. •'� "� .. � YISQUEEN IN THE �' 1 MIDDLE FINISH GRADE OR EXTERcv F. IO ._._ , .. .. . ... � , .. .. .. . • . ' WEEP FLATWORK •.-.-.-..._--�_____ . , .. .. ,.... .. • . .. , ,. .. .. ♦ r J .+... w .�.�. a �,.. . , . • SCREED tii _ _ - x -- j I ICI 11- LEGEND: C .� . .... " . .:.," '. � ' •� .. .. :. :. —111.=III .. NEW 24" 50. X 24" DEEP E EXISTING ; .:. ".. PAD FQQTING WITH (2}- ' . .. .. .. .... _ #4 BAR EACH WAY NEW v ®: 2 -#4 BARS � CONTINUOUS FQOTINC N N north�,k�Ti,%L Fg�UN�A71c�ra i=L AN SCALE: I/8" � 1'-O" (N) CQNTINUOUf"� ®«l (N) STUCCO TO I -O GJ FOOTING MATCH EXISTING MIN. ly (N) ASPHALT SHIN&LES � uurrrrrusuwur TO MATCH EXISTING i (E) ROOF FRAMING IN D.F,#I SIMPSON PBS44 PROVIDE CONTINUOUS SPECIAL INSPECTION 4X4 POST POST BASE BY A CERTIFIED DEPUTY INSPECTOR FOR i (E) ASPHALT SHINGLES THE INSTALLATION OF ALL EPDXY GROUTED ANCHOR RODS. SAWCUT (E) FOOTING DRILL 1/2'16 X 4" FOR NEW FOOTING DEEP HOLES AND (E) FOOTING (N) FOOTING ® Lu UT 4 EPDXY GRO # _... AS SHOWN] Z $ ; {� _ ! 1 O LJ u- DRILL 5/$"� X 6" DEEP HOLES ', , . _ ` .. < r' f� _t AND INSTALL #4 BARS X . y �1 `� :' , . ... 30'" LONG TOP AND BOTTOM _ :.. • Q � <C ^ WITH SIMPSON SET ADHESIVE , ° Z _•� ;.A PER I.C.B.O. NO. 5279 O AS SHOWN 5 CLR. I I 24" . PAD TYPICAL -'''--=I ►'I=1 I I=,III,ICI I I , I 1 I I1=1 111== - I`- (N) STUCCO TO (E) STUCCO FOOTING z MATCH EXISTING '� III _ ELEVATION FAD 1=OOTIN6 I" ©TINC7 TO 0071N& T TO MATCH EXISTING . . . . . . . . . . . . . .1 (E) ROOF FRAMING (E) ASPHALT SHINGLE5 W INTERIOR NON— u I BEARING WALL JOB N0. 05-105 SLAB H1LTI X-iDNI 5"tP8 DATE Q6-0( IM 4" CONCRETE SLAB w/ CONCRETE PINS AT 52" ox.. -- -:. • •. •:::. ��� ~;. , : • ; , °0 (� #.S AT 18" a.G. EACH AA.Y as SSA ^m a c+brsr �� � BY Q.C. AT MV-SLAB l SHEET TITLE: • .. , , ' x • • ♦ 1 1 i r �/J� r ELEVATION 6 53 IN, 5141 33NW///, - {} EADE.� 4 X 4 :':.. (14 x ::..... { 4 X 4•::;;;:...... '7�EEls� :.HEADER HE ER'.':...... •HEADER :..................... . :: .. _ 3 :::: I :: ti ;� :j`: 4 �r .Q: as .X I!1 • 5 - I :.= « <S �N DF 2 ! :: --. j :{ ':.. }; .....:...........:.:::.:::::.:::::..:::::: 11 d pp _. �. .z { X. 3 N.�. .ii! :..� . _.: :... Q 3 ........... O - v X 1 i :,� ..{.,.....,..,. <[ -#- : d.. lx 55 . a .Q '. �7761 ,.f �,. ................... ... .......... .......... ................................. .......... .. ............. .r ;�a • a •r a. , 1 5 0 d �n �iyaw��.� F Y ,j•f 4 S r 1 J 9 h , 1, } ,.. X z . ps.• Y Y 'f Y .r . r f �r �•'v Cr :�J. . �J•� j h ••F.: '.�/; .;ice.:. �.%lv; . a.}. T J . f. r" SB �t r.. �f r } x (E) ROOF FRAMING { ,. z!a (E) RIDGE 1 (E} ROOF FRAMING 2 AA 8 VAPSAJAL � 1 6 �• " i G05TUM tc�MES{iMFRAVEMENT� f ^" REM4L?E7..51ADD1T14N5 (N) RAFTER { 4 � (N) PLYWOOD SHEATHING '125 N. CLAUDINA STRI<ET f ANAHEIM, GA 112605 '?I4 aOb- f { ) 0b5I r;HBAR WALLS - SEE eLAN FOR LQl�T€©N ALLOWABLE SILL SILL NAfLiN6 } } SHEAR (M-F) 9!QLTING R. (5,12) UE =RIES { } f f f — (N) RAFTER A"1 , # # , ANG 4 Jf 4 OR ONSO ARE Tie f PROPERLY OF OWAR AND AM #NTgNTEP TO ti CE #N T TH w U9>AD GONNCG lON9 NU TH#g 5PEGlP { { FG n n u " _.. ,.._.....� ...s __.. _ .._.. T Y PRO.lCG ONL A#� SHALL NOT 07P�RY�19L' I 5 6 BLOCKED DRYWALL w! bd COOLER 66 1 2 '72 1 d 1 ! L ! � b � b ae osm r ANY PURr wNA a o9e T•»�ev+R „ „ 11 „ vu'rNour T+t� wwTr�N ro � asc NAILS � '! o.o. TABLE 25-I GBG 1't ! I 4 led A14. { ) 5() !2 2 b 6 ( r#'3ffALL No cNArts�a OR I l 1 2 5!6" BLOCKED TWO PLY DRYWALL WITH bd } } W#AM# u KTHOUr#ro { { AGGOMPANYiNb 9P4G#P#GATIOrffi WiTF)C%iT TFt� a u WR TM co#�tT or OBCPd¢. COOLER NAILS q o.a. BASE PLY) AND € O L { L „ „ „ al l 6 COOLER NAILS � '7 o.c. (FACE PLY I25 12 bO I d 0 2+ ._._ d O / � b { ) j I r✓--1 GBC 250 3 4 „ „ TABLE 2 � 42 I6d o 411 _ _,._ () LN N GEI 1 6 JOIST 3 „ 14 1, "t 8 STUCCO OVER PAPER SACKED LATH 16O € 2 @ 42 Ibd c+� 6 I I a WITi-I Ib GA. STAPLES a6" 360I 3/410 321f Ibd a411 " 11 „ 11 4 "i STUCCO OVER PAPER BACKED LATH 525 IO 3 4 � S 1 4 IS S I 2 bd � { ) a 1, „ 1, 11 - ITH ib 6A. �✓-T,hP 5 tz� S b5O I 3 �F {6 I6d �r W LE ) / � 2 { 7 N STUD WALL { } N STUD WA L <A L 5 „ „ () 3 STR I PLYWOOD WITH 6d 26O 3 4 sg 42 I I6 ! bd�b a {} N STUD WALL NAILS a b", f2" {TABLE 23-II-I-! GBG) 56O{E) 3!4" 0 Ib" Ibd o 5" b 1i " Ibd � 4 11 . I P YWD D WlTH 6d 4 S!6 5TR L 0 30 3 4 0 3O t , 1 , a , it i, i 1 NAILS � 4 12 TAB 23«•fI-1-I GBG 86O I6 3 4 30 O IL LE � 3/4 � 3 N SLAB ON GRADE z ) Q 1! 11 11 3 STR. I PLYWOOD ITH 6d 5 4 I I F- 16 W BO 3! � 6 bd � 3? I2 a } 53 d NAILS @ 3it , 12 (TABLE 23-11-1-I GBC) 1100(I,b) 3/4 0 fb1i 3/4 0 Ib 1, 11 11 W 6 . - . I P WOO €TH d '7 8 8 STR LY D W 6 30 3 4� Ib Ibd ®2? a / 1 „ 11 w - 5 2 12 TABLE 8-Ihl i C 6 b NAIL � 2 GB 14b0 1 3 4� I 8 4 @ Ib <L NO Q N FOOTING N T {) FOO IN6 N F O { } O TING {1 € SI6NATE SILL BOLTIN O NAI IN HI 1 {) DE S L 6 R L G WHERE SHEAR WALL SHEATHIN6 5 TO BE APPLIED TO BOTH SIDES. (2) DRYWALL NAILING: APPLIES TO NAIL SPACING AT ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING IF APPLICABLE. (N) RAFTERS TUG WALLS: STAPLE PA IN APPLIES T T P N { S STUCCO L S G 6 PL E5 O OP AND BOTTOM PLATES AND ED6E5 OF SHEAR WALL. STAPLE SPAGINO TO INTERMEDIATE STUDS SHALL BE 6" ox.. 4 PLYWOOD NAi 1N6• FIRST NUMBER APPLIES TO NAIL SPACING OF BOUNDARY NAILING (N) 51 MPSON 5TA24 AND ALL PLYWOOD EDGES. SECOND NUMBER APPLIES 1 rJ' P ING A A SE O UMBE PPL S TO NAIL AG T OVER TO P N �' 0 SHEATHIN6 INTERMEDIATE STUDS. 1 3 -I6d NAILS AT EACH RAFTER n 1 1 t 5 FOR INTERIOR WALLS "f 2 SHOT PINS 24 o.c. MAY E SUBSTITUTED FOR I {) I3 � B SU T J2 ANCHOR BOLTS cs '12" oz_ ONLY. (N) ROOF (b) USE 4 X SILL PLATE, WHEN PLYWOOD 15 APPLIED TO EACH BIDE OF WALL. BHEATHINCa (N) PLYWOOD Z # SHEATHIN6 _Q I (1) FRAMING AT ADJOININ6 PANEL ED6E5 SHALL BE 5 - INCHES NOMINAL OR WEDER AND x x NAILS SHALL BE STA66ERED WHERE NAILS ARE SPACED 2" ox_ 2 X CONT. >s } PURLIN w/ 3 - I6d (6) WHERE PLYWOOD 15 APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING Ira LESS TO EACH 2 X BRACE THAN 6" o.r,. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS OR FRAMIN6 SHALL BE 3 NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. { . (11) ALL VALUES ARE BASED ON 16" STUD SPACIN6. 2 X 4 FLAT X 2'-0 11 (10) SEE I.C.B.O. REPORT NO. 1625 FOR PAPER BACKED LATH USED TO OBTAIN THIS VALUE. LONG 1M/ 4 - I6d f (11) WHERE ALLOWABLE SHEAR VALUES EXCEED 550 POUNDS PER FOOT, FOUNDATION NAILS SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE S-INCH NOMINAL MEMBER. PLYWOOD { JOINT AND SILL PLATE NAILING SHALL BE STA66ERED IN ALL GASES. (12) PLATE WASHER A MINIMUM OF 2" X 2" X V THICK SHALL BE USED AT EACH BOLT. 2 X RIDGE 2 X 4 PURLIN BOARD BRACE 0 4'-0" ox.. (N) RAFTERS, TYP. EGEND: (E) EXISTING (N) NEW RQQ FRAM 1 Nr_-v f'LAN norto SCALE: I/4" = 1'-0" EXISTING STUD WALL 0� NEW STUD WALL (MIN.2X4ATI6"oz) Nl DIRECTION OF SPAN — (N) OR (I-) HEADER ►;:`:::::; EXTENT OF NEW NEW ROOF SHEATHING: ::: ': : PLYWOOD SHEATHIN6 1/21, CDX PLYNOOD, P.I. 52/16 NAIL w/ 8d AT 4" o.c. BOUNI3ARY EXTENT OF NEW 6" o.G. EDGES 12" o.G. FIELD CALIFORNIA FRAMING BEE FOR PLYWOO17 LAYOUT D I AGRAM NEW ROOFING: CLASS 'A' ASPHALT SHINGLE ROOFING TO MATCH EXI5TIN6 (N) 4 X 14 FLUSH BEAM 1 + (N) 51MP50N PG COLUMN GAP +1 (N) 4 X 12 FLUSH BEAM (N) 4 X 4 POST (N) CEILING JOISTS TYP. (N) 5TUD WALL Ic - SIMPSON A54 2 X BRACE TO TOP PLATE R1�QF_ 1,)ETAIL 2 X 4 PLAT BRACES AT 24" PLYWOOD ox.. LET -IN TO RAFTER SHEATHING FULL DEPTH 2 X BLOCKING --- RAFTERS AT 46" ox,. SIMPSON A55 AT 24" o.c. (N) CEILING JOISTS (N) WALL STUDS },2 1! BARGE RAFTER - (N) STUCCO - (N) CRIPPLE STUDS 5AM TO BEAM GQNNF_GT 10N { ## FURL I N BRAGS AT TQF FLATE-S I Ill RAKE I�)ETA I L (N) PLYINOOD SHEATHING (N) 2 R4'T RAAT FTERS 5d @ 4" o.c. 2 X BLOCK '"� (N)HEA INIS (N) RAFTER 5d AT 4" o/c, —, 4 X 12 FLU5 BEAM (N) SIMPSON EPC COLUMN GAP (N) 4 X 4 P05T sir• SEE ROOF FRAMIN6 PLAN E.N. 51MP50N A55 AT EACH BLOCK (N) 2 X 4 CRIPPLE STUD5 0 16" o z_ (N) STUD WALL (N) STARTER BOARD TO MATCH EXISTING' (N) 2X FASCIA TO MATCH EXISTING (N) STUCCO 7 JOB NO. 05-105 DATE 06-06-05 BY O.C. SIMPSON A35 (N) 2 X AT EA. BLOCK GEILIN6 JOISTS SHEET TITLE. (N) STUN WALL �. ROOF FRAMIN& LAN AND DETAILS f SHEET OF 5 I B.N. //!! WAR VA�- () RAFTER MAJAL COSMN HOI-SSAMPROVIMvENTS REMODEi.SiAt7DITtONS " x -125 N. GLAUDINA STREET x (N) 2 X 4 5TUD5 ANAHEIM, CA a280E AT I6" o.c. (714) an6-0651 ALL iDEA�S DESt AND ARRAN6Eb�lT3 — y iNDIGATO? ON TH69E D"N" ARB THE UC��} BEAM ""` �J�MP�JZ%N tA2�t PROPERTY OP OVAR AND AM INfMOM TO (E} PLYWOOD HE VSED IN OMWrIONS WTH THIS sRWFIG (E} CEILING JOIST 2 X 6 PLATE WITH PRO.WT c uY AND SRALL N07 OTHERKSM THE ROOF SW AT#-iiN� f�+GH 51I7 Be KTMM TI"�MITTEN o r 0saAm 2 - I6d TO EACH T€ SNALL SE NO GHANiEs OR 2x6 LEDGER WITH RAFTER MIITTENC0NOENT OSCAFL NssoR (2)-!bd PER STUD AccoMPANrINa SPECIFICATIONS r�THour THE B.N. J TEMPORARY SHORING. PROVIDE 2x4 AT EACH RAIrTER 3AITH (5)-I6d NAIL TO EACH RAFTER AS SHOWN dNAl.,L TO BE REMOVED Z-OCILINC 015T USE Ibd MULTI, 2x STUDS (E) ROOF MULTI STUP5 FLANS fN5 for 51ZE SEE RAFTERS P 51MP50N A55 AT 2x4 CONT. MEMBER EACH BLOCK (N) BEAM O L� SGi�I TIC> i a" I.DE:5rRlFTlON SHORIN6 SNAL.L. RA TER TO BEAM �+r2" POST TO 5FAM :3 I° 1 EXI5TIN6 NEW SIMP50N ST6256 z O X � 7 M (W GALIPORNIA > � PRA,MIN6 (N3 PLYWOOp (E) TOP PLATES K SHM`THIN' 4x4 BLOC SIMPSM N" RAFTER TO PLATE, TYPICAL z (E) STUD 2 x 6 PLATE W (W-i6d PER RAFTER (N) STUD NAIL TO (E) STUD w/ I6d ® 6" ox- v d R+4FTEft °- 110 TOF PLATE 5f=L.IGT= I:;�r=7AIL. {" � NOTES; _. 60% MAX. STUD 1. BORING OF MORE THAN TWO 16d MAIILL.S PER WIDTH BORE SUCCESSIVE DOUBLE STUDS RAPTI" 2" DIA. MAX IS NOT PERMITTEDM�' AT 2x4 STUDS, 2. NOTCHING AND BORING IS 3 1 /4 DIA. MAX. NOT TO OCCUR IN THE SAME UZ AT 2x6 STUDS STUD SECTION. DOUBLE STUDS 3. THIS DETAIL IS NOT TO BE PLY»aop rz USED AT SHEAR WALLS WITHOUT SATtaiN� THE PRIOR APPROVAL OF THE Ld 60% MAX. STUD WIDTH BORE STRUCTURAL ENGINEER. 2" DIA. MAX AT 2x4 STUDS.`" 3 1/4" DIA. MAX. AT WIDTH OF STUD MAX. 2x6 STUDS TYP ALL STUDS 40% MAX. NOTCH RaOf PRAMINO --1 Tv- ! DIS MIN. EDGE 1 3/8" MAX. AT 2x4 STUDS (� 14 -14 �LI i ALL ANCE STUDS P 2 1 /8" MAX. AT 2x6 STUDS mr-Ti�?.1#-29 Ix NON -BEARING STUDS ko <[ 40% MAX. STUD WIDTH BORE ® z 1 3/8" DIA. MAX. AT 2x4 ---- WIDTH OF STUD MAX. fi} d; STUDS, 2 1/8" DIA. MAX. AT TYP ALL STUDS ? z 2x6 STUDS 1025% MAX. NOTCH 5/8" MIN. EDGE 7/8" MAX. AT 2x4 STUDS _ (� DISTANCE TYP. 1 3/8" MAX, AT 2x6 STUDS Z ALL STUDS EXTERIOR AND BEARING STUDS[y L �aG ',II~'TIC�N G II�'TIQ1 �" �7 5Gi .l 'TION 1" TUB NOTCH CALIFORNIA FRAt-PINGNJ B.N. 12" MIN. BLOCKED z 24" MIN. UNBLOCKED BOUNDARY E.N. NQTE: NAILING (B.N.) I t- 1. PLACE FACE GRAIN OF PLYWOOD (N) 2 AT I6 ox, PERPENDICULAR TO FRAMING UNLESS PLYW00D SHEATHING NOTED OTHERWISE. FIELD # WHERE OCCURS SEE ROOF NAILING (TYP.) (E) PLYWOOD PRAMIN6 PLAN 2, NAIL EDGE DISTANCE SHALL BE MIN. 3/8" ROOF 5HEATHIN6 FROM EDGE OF PLWWOOD AND 2 X FRAMING 2 X 6 PLATE WIT# JOB NO. 05-105 MEMBER. (3/4" AT 3 X OR 4 X FRAMING 2 - Ibd TO EACH MEMBER.) � RAFTER DATE 06-06-05 TYP. EDGE B.N. 3. PROVIDE BOUNDARY NAILING (B.N.) AT o ® NAILIING (E.N.) BY O.G. DIAPHRAGM BOUNDARIES, CHORDS, DRAG TIES, OVER SHEAR WALLS AND WHERE BOUNDARY NAIL SPECIFIED. AROUND ALL (N) OR (E) 5LOCK- 4. WHERE JOIST LAP/SPLICE E N OPENINGS {E GEI 16 .1015T � SHEET TITLE: OCCURS AND PLYWOOD TYP. 2 X 4 FLAT E.N.DETAILS JOINT IS OFFSET, ADD (E) ROOF 2 X 4 OR 3 X 4 NAILER AS °- 16d AT 12" o/c EDGE BLOCKING RAFTER5 WHEN SPECIFIED SHOWN. ON PLAN 51MP5ON A55 AT �e A EACH BLOCK Si -FEET FRAMING MEMBERS (N) STUD WALL PER PLANS OF 5 I� 5G 1 'TI N C II I 'TI C N rl FL`I`V 00r;� L A-T C UT D I ARAM 5HEAR TRANSFER