Laserfiche WebLink
I It M 1 r%,, <br />rM%h1%=1Fr11 111A rN <br />BY: <br />ROOF <br />RAFTERS <br />SIMPSON <br />HS2.5 <br />2X4 (U.N.O.)* <br />W/(2) 16d NAILS <br />AT RIDGE AND — <br />(3) 16d NAILS <br />AT TOP PLATE <br />BEARING WALL OR <br />BEAM PER PLAN <br />RIDGE BRACE <br />N.T.S. <br />RIDGE OR HIP <br />PER PLAN 1x6 S -LAP <br />SIMPSON <br />��S2.5 2x L -OUT <br />0 2e C. <br />BN <br />2x <br />BN <br />2x C <br />PLIES ' <br />®1 <br />O.C. <br />i <br />SIMP. BC40 <br />BLKG.— <br />WHERE 4X4 K.P. <br />OCCURS <br />ENS' <br />° <br />4x HDR - <br />° <br />E OCCURS <br />* USE 4X4 K.P. @ <br />RIDGE/HP JUNCTION <br />ALSO IF RIDGE AND <br />EARWALL <br />ERE OCCURS <br />HIP BM ARE 4X OR <br />BIGGER <br />21 <br />RAK <br />DETAIL <br />N.T.S. <br />1x6 <br />-LAPS <br />2x LO <br />-OUT <br />0 2e <br />C. <br />DRAG BEAM PER PLAN <br />BN <br />DOUBLE TOP PLATES <br />A•'•' "." f.•. <br />SHEA W LL WH RE BN <br />OCCURS 2x FASCIA <br />7/8 IN <br />SIMP. ST A M STC66 U.O.N. S CO <br />2x PILES <br />2-2X STUDS OR POST 01 O.C. <br />PER PLAN BLKG.= <br />EN <br />2X ST JD 3 @ 16" O.C. 4x HDR <br />E OCCURS <br />IV <br />7/8" S CO OVER <br />SHEAR W WHERE 0 S <br />FLUSH BM. DRAG CONNECTION 22 EAV DET IL <br />N.T.S. N.T.S. <br />1- NOTCH IN PLATE <br />2- 1 3/4" MAX. IF BORED HOLE <br />EXCEED 1 3/4" IN 2X4 TOP <br />PLATE OR 2 3/4" IN 2x6 <br />TOP PLATE, STRAP E S OF <br />PLATE W/ITEM #3 BELOW <br />3- SIMPSON CS16x14" LONG <br />METAL STRAP, TYPICAL C <br />EACH PLATE CUT W/(6) <br />16d's @ EACH SIDE. <br />4- PIPE WHERE OCCURS <br />5- TOP PLATES/SILL PLATES <br />6- ANCHOR BOLTS PER PLANS <br />7- LOCATE ANCHOR BOLT 5" <br />MIN. 9" MAX. AWAY FROM <br />NOTCH OR END OF PLATE <br />OTE:-IF NOTCH OR HOLE EXCEEDS <br />50% OF TOP PLATE WIDTH, <br />JSE SIMPSON ST6224, <br />STAGGERED © E/S OF PLATES. <br />USE SIMPSON NS AS NEEDED <br />PIPING THRU PLATE FRAMING <br />N.T.S. <br />TRIMMER STUDS <br />TO SUPPORT HEADER <br />WALL FRAMING <br />N.T.S. <br />d <br />NOTE: RED HOLES NOT PERMITTED <br />IN MOR THAN TWO CONSECUTIVE <br />DOUBL STUDS <br />SIZE <br />WALLS <br />WALLS <br />2x4 <br />1 7/16" <br />2 1/8" <br />2x6 <br />2 3/16" <br />3 5/16" <br />2-2x4 <br />2 1/8" <br />2 1/8" <br />2-2x6 1 <br />3 5/16" <br />13 5/16" <br />40% <br />60% <br />ORED HOLES <br />STUD <br />III U 1 1%aA "%Al %*aA 1 1 1 <br />■ <br />JUI31 L'rc X BL 24"O.C. <br />RAFTER DTC CLIP <br />ZA <br />1/2' OSB PLWD ROOF 3 - 6 —�11 <br />SHEATH'G MIN. CLASS "B"I PER JST T-.- <br />A35 PER SCHED. I 1121, CLR. ww__ .) �ls. <br />2x BLKG. -\ ST22 48" O.C. <br />DOUBLE PLATES <br />9454 <br />STUD WALL � � i'�� 1/2" PLYWO ROOF; <br />SHEATHING MJOISTS PARALLEL TO WALL <br />B ACE <br />48" O.C. / 3-16d <br />TOE NAILS EA. END. <br />TC CLIPII <br />A35 PER SCHED. JST. /2 <br />INSULATION <br />(PER T24) S <br />2x DBL TOP PLATES R 2 <br />INSULATION (PER T24) D PLA <br />2x STUDS 0 16' O.C. S <br />1/2' 6SA'4M ROOF <br />SHEATH'G MIN. CLASS 'B" <br />A35 PER SCHED. I <br />2x BLKG.--\ <br />i •IVI <br />45' 20 BF ACE <br />48" O.C. V / 3-16d <br />TOE NAILS EA. END. <br />IP <br />r ID1 <br />7N.T.S. <br />X <br />RAFTERS RIDGE <br />11 1 /2" W � I � l V 1/2" WA <br />2x ST @ 1 .C. <br />too/2x ST @ " O. <br />2X P.T. SILL W/ 5/8" 2X P.T. SILL W/ 5/8" R PLAN STUCr <br />SHEARWALL WHER OCCURS ANCHOR BOLT- 7" <br />ANCHOR BOLT- 7" <br />EN ENBEGED IIVTO ENBEDED INTO INSULATION PER T24) <br />CONC. W/ 3" x <br />CONC. VV/ 3" x MIN. 5" THK. CONIC TE S B W/ MIN. 4" THK. CONCRETE SLAB W/ #4 <br />,, 3" x .229" WASHER <br />x .229" WASHER 18" OCEW O/ 2" SAND O/ <br />2" X RIDGE BOARD #4 @ 18" OCEW O/ SAND O/ <br />PER PLAN 10-MIL VISQUEEN, "CLEAN 10-VII S U 1 6" A P <br />GRAVEL EN O/ 4" OF 3/4" CLEAN GRAVEL <br />8" MIN. <br />x x - x x �� a 20" MAX. <br />111w_� 1 LJ I <br />z .I -III II = III III III II —III <br />¢ _ <br />— i -- 2411 � I —III I <br />- 1� <br />w (2) #4 REBAR @ TOP <br />Lu (2) #5 @ TOP & BOT M <br />OR PER PLAN & (2) #4 @BOTTOM <br />#4x24"x24" DOWEL <br />PER PLAN' #4x24"x '" DOWEi, 15" @ 36„ @ 18" OC <br />�- , <br />MONO POUR ONLY <br />I T B TING 05 EXT. BEARING FOOTING 01 <br />S N.T.S. <br />NOTE-. Holdown anchors must be <br />tied in place prior to <br />foundation inspection. <br />1/2" OSB PLWD ROOF Deepen footing as required <br />'\TH'G MIN. CLASS "B" POST SIZE PER POST to obtain anchor embedment <br />' • LK 3) FRAMING PLAN and concrete cover. <br />• BN D T RS • <br />• <br />• 2 X FASCI <br />6 A <br />1 0 <br />/ NEW 2" X 4" <br />��. BRACE* W/ (3) 16d <br />/ \ NAILS AT TOP PLATE <br />AND (4) 16d NAILS 45" <br />A35 PER SCHED. INSULATION AT RAFTER MIN <br />(PER T24) <br />— 2x DBL TOP PLATES <br />INSULATION (PER T24) <br />2x STUDS ® 16" O.C. <br />BEARING WALL - <br />0 0 OR BEAM <br />�D 1 RIC BR <br />N.T.S. <br />1. NOTCH DEPTH & BOFi HpLU <br />SEE TABLE BELOW. <br />S • ROOF SHT'G. - <br />3. <br />4. E EDGE DISTANCE 5/8" 11 2x R.R. <br />• <br />4 <br />d MIN. <br />1 26 GA. FLASHING <br />NOTCH DEPTH <br />STUD <br />EXTERIOR & <br />BEARING <br />NON - <br />BEARING <br />SIZE <br />WALLS <br />WALLS <br />2x4 <br />7/8" <br />1 7/16" <br />2x6 <br />1 3/8" <br />2 3/16" <br />25% <br />40% <br />23 I STUD NOTCHING/BORING LIMITS <br />N.T.S. <br />4X HEADER SEE PLAN <br />UBLE TOP PLATE <br />3-16D NAILS <br />FOR 2X <br />ROUGH SILL TRIMMER <br />(2-2X <br />TRIMMER AT <br />OPENING <br />WIDER THAN <br />6'-0") <br />4-16D NAILS <br />FOR <br />4X HEADER <br />CRIPPLE STUDS <br />41r IO�IUM PLATE 8PUOE <br />w/ (8) led NALS • EA. 8D6 Of PLA11E <br />SUM u.n a, (AL7EpNA11Eo MSTA24 <br />ATEA, =ofRAMO <br />PRAMS F: <br />STANDARD PLATE <br />SPLICE <br />CONDITION <br />STUD WALL / <br />TOP PLATE <br />CONT. <br />PLATE <br />©ALLR <br />EXTERIOR <br />WALL <br />SHIM AS <br />REQ'D. <br />INTERIOR <br />WALL <br />24 I PLATE SPLICING: <br />N.T.S. <br />2"x4"x24" LONG <br />KICKER BLK'G <br />W/(4) 16d NAILS <br />Er <br />SIMP. �- -L <br />HS24 <br />SHEARW <br />WHERE OCCURS- <br />4X HDR <br />WHERE OCCURS— <br />14 EAVE DETAIL <br />N.T.S. <br />2x CONT. FASCIA--' �� INSULATION <br />W/ BLOCKING PER T 24 <br />2x STUD WALL <br />7/8' STUCCO <br />MINIMUM <br />5/8" TYPE X <br />SHEARWALL GYPSUM BOARD <br />WHERE OCCURS <br />ST36 <br />SLOPE TO MATCH <br />WERE OCCURS <br />O <br />" AIR GAP <br />A35 @ 16" O.C. <br />INSULATION <br />(PER T24) <br />2" X 4" DBL TOP PLATES <br />2" X 4" STUDS @ 16" O.C. <br />HDR, CB OR FLR. BM. <br />PER PLAN <br />O O <br />1 • <br />O I O <br />O CC <br />O <br />O <br />O <br />� SIMPSON END POST <br />CAP WOOD PER PLAN <br />4 X POST <br />PER PLAN <br />HDR, CB OR FB <br />PER PLAN <br />19 <br />EAVE & WALL <br />DETAIL (1-HR RATED) <br />15 <br />HDR, <br />CB, OR FB TO <br />POST CONN. <br />N.T.S. <br />N.T.S. <br />M ST48 <br />(U.N.O.) <br />(STRAP MAY <br />ROOF SHTG. <br />BE NAILED TO <br />TOP OR BOTTOM <br />OF BLOCKING) <br />B N <br />F <br />INSULATION <br />PER T24 <br />2 STRAPS <br />N.T.S. <br />2-2x ROOF RAFTERS <br />ROOF RAFTER <br />PER PLAN <br />M ST48 <br />DBL. <br />TOP PLATES <br />16 <br />W/ B.N. <br />PER T24 <br />CEILING JOIST <br />IF NOTES ON PLANS <br />A35 0 16' O.C. <br />HDR <br />(7) 16d <br />2x SHAPED <br />RN / BLOCKING <br />4 X POST <br />PER PLAN <br />ABU <br />B <br />3' <br />(3) #4 REBAR <br />6" O.C. E.W. <br />PER PLAN �I <br />101 PAD FOOTING <br />N.T.S. <br />GYP. BD --_ — <br />PLASTER 0/ HEAVY GAUGE <br />METAL LATH 0/ MOISTURE <br />BARRIER (0/ PLYWOOD WHERE <br />OCCURS) <br />26 GAUGE GALV. <br />METAL WEEP SCREED <br />(CORROSION RESISTANT) <br />FINISH SLAB <br />a <br />Z •�Z NZ <br />PAVED AREA <br />11 I PLASTER SCREED <br />N.T.S. <br />P.T.D.F. <br />E PLATE <br />1 3/4 MI . <br />HOLD DOWN <br />EN. <br />x <� <br />���\ <br />At�I (2) #4 REBAR @ TOP <br />& (2) #4 @ BOTTOM <br />15" <br />BOLTS <br />MIN. EMB. <br />SSBT16 <br />12 5/8" <br />SSBT20 <br />16 5/8" <br />SSBT28 <br />24 7/8" <br />061 (N) HOLDOWN W/ SSTB BOLT <br />N.T.S. <br />02 <br />1. 2 X 4 STUDS 0 16" O.C. <br />2. 2X P.T.D.F. PLATE WITH <br />0.18" DIA. x 3" SHOT <br />PINS Q 32" O.C. WITH 14CA <br />GAGE WASHERS & FIRST <br />2 PINS PLACED 6" & 10" <br />FROM PLATE ENDS <br />ICC# ESR-1799 (RAMSET) <br />LARR #22668 <br />3. CONCRETE SLAB <br />4. 1/2" DRY WALL <br />O7 INON -BEARING INT. WALL TYP. O3 <br />N.T.S. <br />POST W/CBSQ <br />PER PLAN <br />1/ 2" FILLET PAPER <br />1/2" FILLET PAPER <br />3' MIN. LAND. <br />SLOPE 1/4"/FT. <br />4" THK. CONCRETE SLAB 1/2" <br />W/ #3 @ 24" OCEW. a %. 1" <br />d x <br />—x,< 7.75" MA �Q <br />`� $ d 2 (E) GIRD <br />. ^L. . tit. v ',+••..l w' d d • < G adi — <br />/�////\/ d <br />III —III —III—III a d 6° a a, <br />I-1 I— <br />✓i�//;�//%//jam//j�//�\���\ $ <br /><d. Lu <br />P PLAN <br />FOOTING PER PLAN <br />#4x24"x24" DOWEL (2) #4 @ TOP & BOTTOM REBARS PER PLAN <br />@ 18" OC OR PER PLAN <br />SQUARE PAD FTG, <br />SIZE PER PLAN <br />121 Q$ I HANDING DETAIL 04 <br />P <br />Westin of <br />Development Co. <br />License# 578613 <br />6091 E. Nugget Ct. <br />Anaheim Hills, CA 92807 <br />weatindevelopment•yahoo.com <br />Michael Vu <br />714-878-7430 <br />ENGINEERED BY: <br />Hiep T. Tran P.E. <br />2907 Ebbtade Rd. <br />Corona Del Mar, CA 92625 <br />Tel. (949) 353-7486 <br />OQ;pF ESS <br />p T. rR� gCF2 <br />co /�l1 / �(p .A �= <br />0 NOY 35b81 m <br />Exp. 09/30/2025 <br />�9TF C / V 11. O���P <br />�F CA L � F <br />WW <br />A <br />W <br />0 <br />x <br />_9!� <br />Q <br />I <br />V1 <br />Z <br />W <br />� <br />W <br />a <br />a <br />a, <br />O <br />O <br />V <br />C\2 <br />C\2 <br />U <br />Job: <br />Drawn <br />By: <br />SH <br />Scale: <br />Date: <br />2/27/24 <br />Rev. <br />Date: <br />SD1 <br />Structural <br />Details <br />