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Home My WebLink About _ 99-1277 (12)TR 17413 -8 99 -1277 12 OF 16 FULL NOW 4X POST W/ A -36 ANCHOR EACH TO TOP DOUBLE TOP RATE 6IMP60N ST6774 HDR EACH DOE 69E PLANS DBL Ix TRIM EACH 61DE BEAM SEE PLANS PERPENDICULAR WALL BETO D 7 7. 6TD& W IbG Q' OC. TO P06T STUDS OR P Lj OR D eE! PL IIHII AND FOR SIZE 18 BEAM CONNEC LANDING JOISTS 19 E w;c1 I T BIXn SHALL BE TJDDO, DCULSO dR OATS BJfn DL - L/FUYA 1KRE6 WIRE rA&• NRL DEYOFO DDL bTIRAP OCCIRS •T CODR ON DO OF R14L) (1) I DAY& AT 'A' COO. BEAM SEE BH SLOPPY DN ALOtl - - RAM DEAN MILK& / WHIT III 1 M NON C61& STRAP IV w RAW OTw" ol" OtTOD &TRAP TO FND OF Burn USE (3) CSI6 *TRAM AT 'A' CONDITION STRUT S A_F BEAMSEE RAW D• END I. -AdTW' BEA IR• STP TO L STAID WALL WERE OCCIlIM BEAM BEVOND SEE PLANS BEA SEE PLAU ECCL DO. TED COLIMN CAF 6R6•SON C6* RA, PC'POST CAP USE ECG' (WERE SPECIFIED ON PLANS F•ODTSEE BANS CCL COLUMN CAP MENROICiLAR BEAM EACH SIDE 1 1 / BEAM WE PLAN ECCT BOLTED POET COLUMN CM SEE PLANS 20 Ec 3. BLK Eri 4x POST PROVIDE PLrUA' CEILIN& MME ].4 STUDS AT U' OAF. WITH A MAx. IEIGHT CF 10' -0'. USE 7N YNERE EH ALONI 01=6 AT 16' OG. WITN A MAX. HEIGHT CP H'•0' 7W pTUD6 . Q' OC, WTN EH-, BLOOKHG STUN MAX NIGHT O 70' -0' OCCURS ]. TYP. 7'-0' PRM9N6 MEN`ERb BEARD, WALL DOINDART DOUBLE TOP PLATT MIN OVER BEARING BELOW NAILWti ITP. SPLICE PER TYP. TC ULALLe g SPLICE DETAIL WERE 1 DLKD 6WG. I6d • ` DDL 7. / \ :: - - IS SPECFIED 918771 6. OC. EH EN 3.Rce OR 7.4 VERT ALL M"110. EDGES, SEE DET 2. NN. ON SW SC1ffDJ 7. TTP. Wd v FLAT <• NOTM/Lr IRAMWG DEEPER THAN 7. STUDS - n@'IBERS 4X POST \ 6' OC. T TYP. WTN WERE / - PLYWp. E PLANS OCQIRD FIELDNAILING 2x IUll6d EH EH' EDGE AT 6' OC 1 • 6. • T = NAILING FULL V • ® BELOW u44LL LENGTH O ALL bN 3 -16d ENDPER PRM ANCHCRp AT AMA 37. OG UNO MFRAMINGME" IMC P2XRIM&A-3S OOR JIOOTS SW bd AT 1 • EH W EH PER NAILING AT BEAM DE6KINATED IUEIE OG'aR& LANDING JOISTS 19 E w;c1 I T BIXn SHALL BE TJDDO, DCULSO dR OATS BJfn DL - L/FUYA 1KRE6 WIRE rA&• NRL DEYOFO DDL bTIRAP OCCIRS •T CODR ON DO OF R14L) (1) I DAY& AT 'A' COO. BEAM SEE BH SLOPPY DN ALOtl - - RAM DEAN MILK& / WHIT III 1 M NON C61& STRAP IV w RAW OTw" ol" OtTOD &TRAP TO FND OF Burn USE (3) CSI6 *TRAM AT 'A' CONDITION STRUT S A_F BEAMSEE RAW D• END I. -AdTW' BEA IR• STP TO L STAID WALL WERE OCCIlIM BEAM BEVOND SEE PLANS BEA SEE PLAU ECCL DO. TED COLIMN CAF 6R6•SON C6* RA, PC'POST CAP USE ECG' (WERE SPECIFIED ON PLANS F•ODTSEE BANS CCL COLUMN CAP MENROICiLAR BEAM EACH SIDE 1 1 / BEAM WE PLAN ECCT BOLTED POET COLUMN CM SEE PLANS 20 Ec 3. BLK Eri 4x POST PROVIDE PLrUA' CEILIN& MME ].4 STUDS AT U' OAF. WITH A MAx. IEIGHT CF 10' -0'. USE 7N YNERE EH ALONI 01=6 AT 16' OG. WITN A MAX. HEIGHT CP H'•0' 7W pTUD6 . Q' OC, WTN EH-, BLOOKHG STUN MAX NIGHT O 70' -0' OCCURS ]. TYP. 7'-0' PRM9N6 MEN`ERb BEARD, WALL DOINDART DOUBLE TOP PLATT MIN OVER BEARING BELOW NAILWti ITP. SPLICE PER TYP. TC ULALLe g SPLICE DETAIL WERE 1 DLKD 6WG. I6d • ` DDL 7. / \ :: - - IS SPECFIED 918771 6. OC. EH EN 3.Rce OR 7.4 VERT ALL M"110. EDGES, SEE DET 2. NN. ON SW SC1ffDJ 7. TTP. Wd v FLAT <• NOTM/Lr IRAMWG DEEPER THAN 7. STUDS - n@'IBERS 4X POST \ 6' OC. T TYP. WTN WERE / - PLYWp. E PLANS OCQIRD FIELDNAILING 2x IUll6d EH EH' EDGE AT 6' OC 1 • 6. • T = NAILING FULL V • ® BELOW u44LL LENGTH O ALL 15 BEAM STRAP 11 SHEAR WALL VIM FOIR WDTH IMAM, SEE MA41 JR DEPT. GANGES .Ae DRAG JO6T OR REOJIRED REAM PER PLAN 616271 STRAP EM TO POST AT •A• COO. l -? 6TRAP y PER PLAN I I \ PROV'OE 7' MN SMPSOI'CC' • _ CENTER L NE OF TOP COLUMN GAP BOLT TO OCT OFN4A-LOIMR OF POST SEE RAW II 16 BEAM TO POST CONN 12 TYP. BEAM I I . _ MAIFAGTUNER MODIFIED 'W3LT' MGR BOTT OF BEAU RUSH i 1 II Iie am PLANS I i ens 6TRAP - - 3LE SEE ROAM TOP RUSH W ROOK :IV16 21 BEAM CONECTION 17 2-16d MH EACH - SIDE LLTI. SEEFORSIZE I POST OR 7. STUDS, PLANS 1y E•E SIDE FOR 4Q OR LARGER J. STUD EA SIDE W Wd•Q•OC. TO POST OR STUDS BM CONN 13 BEAM SEE I PLAN + +f 7. STIRS W Ibd Q' OC. TOP ST MLTI 1, 6T1D6 OR POET. BEE PLANS FOR SIZE - EVATION 7 PLYWOOD SHEATHING 3 TYPICAL WALL FRAMING 1 6CHED FOR NN WDTH. 6TAGG. EN FROM EA BEET I6) Ibd AT TOP PLATE Ibd AT 16. OC. SPLICE USE W-ILd IT AT EACH SIDE . ALL EXTEMOR WALL OF LAP SPLICE . TOP PLATE SPLICES DOUBLE PLATE EN Rll / EH AT IYPER LENGT. OF 1 4'•0' MIN LAP TOP PLATE POST OR TRIMMER SEE KING STD. NP. WALL FRAMING LyLyyy T/ TOP ! L STRAP STRAP PER PLANS USE C616 UNO, B' END DIST. TO TOP g W M -bd NA L6 AT 0616 STRAP END O' WALL N R STRAP POST OR MATI 6TL" SEE RAN& 8A 1 8 A -35 FRMG ANZJ CN EA SIDE V`1 -6ON CS16STRAPPAR SIDE DETAIL SEE E K.0 STIR OR PLYUD SETS FOR SILL PLATE POST ADJACENT MAY BE NAILING AND TO OPEN RG SEE NbTALLED FIND PLAN FOR PLANS VERT OR N IZ SILL PLATE MN SHEET DIM COLT'o, MIN pT77 STRAP AT NOLDOWI TO BE ]A• TWO BOLT6 PER SPLICE aI ERE & TRAP ALL A' -0• LAP DOES POST ON NOT OCCUR POST I IT STIR OR MULLION DLW PLATE SPLICES. TIT I YP TUP PLATE SPLICE Irk FLTUD. EH M PLYYD.EH To POST V rP' TO Po&T L COYMOI OR f PRO VIDE EDGE 7.16d END NAILS M FRAMINGME" IMC 7 -Wd SW bd AT 1 • EH W 7. OTID 7. (UK ONPLTUD. EH FOR EVERY 3' CF TOETIM NAILING AT DE6KINATED OR DEPTH BEAM CONN AT WALL 10 WALL INTERSECTION Wd . 7. OC. F"AM A6 MET•BERS OVER STRUCTURAL MAN HEADER&PAN 1116 F 7.00 IN TWD No" TWO ft" 7 -wd TOE MYUD BLOCKED W . D. OC IN NAILS YEAR WALLA DRAGS SEE PFC. PLATE 'P. T. N' 6TR)C 1 Co. NN =ADER SEE SCHEDULE UH PER PLAN T lid6? PLTWD BLOCKED PLANS - J. OTU; S Z ca 6 Ibd AT Q' CC, m9 ma BLKG. AT DRILLWO LIE OR W -0' OC. i1RIM+ER PER e nAX VERi. SPACING SCHEDULE 11, 9 PLAN USE (7) 7i, HOLE, NAIL TO OILL, MDR My"D HEADER SIZE FOR SAW A.& 6i a W N DEEPER AT COW STRAP 15 BEAM STRAP 11 SHEAR WALL VIM FOIR WDTH IMAM, SEE MA41 JR DEPT. GANGES .Ae DRAG JO6T OR REOJIRED REAM PER PLAN 616271 STRAP EM TO POST AT •A• COO. l -? 6TRAP y PER PLAN I I \ PROV'OE 7' MN SMPSOI'CC' • _ CENTER L NE OF TOP COLUMN GAP BOLT TO OCT OFN4A-LOIMR OF POST SEE RAW II 16 BEAM TO POST CONN 12 TYP. BEAM I I . _ MAIFAGTUNER MODIFIED 'W3LT' MGR BOTT OF BEAU RUSH i 1 II Iie am PLANS I i ens 6TRAP - - 3LE SEE ROAM TOP RUSH W ROOK :IV16 21 BEAM CONECTION 17 2-16d MH EACH - SIDE LLTI. SEEFOR SIZE I POST OR 7. STUDS, PLANS 1y E•E SIDE FOR 4Q OR LARGER J. STUD EA SIDE W Wd•Q•OC. TO POST OR STUDS BM CONN 13 BEAM SEE I PLAN + +f 7. STIRS W Ibd Q' OC. TOP ST MLTI 1, 6T1D6 OR POET. BEE PLANS FOR SIZE - EVATION 7 PLYWOOD SHEATHING 3 TYPICAL WALL FRAMING 1 6CHED FOR NN WDTH. 6TAGG. EN FROM EA BEET I6) Ibd AT TOP PLATE Ibd AT 16. OC. SPLICE USE W-ILd IT AT EACH SIDE . ALL EXTEMOR WALL OF LAP SPLICE . TOP PLATE SPLICES DOUBLE PLATE EN Rll / EH AT IYPER LENGT. OF 1 4'•0' MIN LAP TOP PLATE POST OR TRIMMER SEE KING STD. NP. WALL FRAMING LyLyyy T/ TOP ! L STRAP STRAP PER PLANS USE C616 UNO, B' END DIST. TO TOP g W M -bd NA L6 AT 0616 STRAP END O' WALL N R STRAP POST OR MATI 6TL" SEE RAN& 8A 1 8 A -35 FRMG ANZJ CN EA SIDE V`1 -6ON CS16STRAPPAR SIDE DETAIL SEE E K.0 STIR OR PLYUD SETS FOR SILL PLATE POST ADJACENT MAY BE NAILING AND TO OPEN RG SEE NbTALLED FIND PLAN FOR PLANS VERT OR N IZ SILL PLATE MN SHEET DIM COLT'o, MIN pT77 STRAP AT NOLDOWI TO BE ]A• TWO BOLT6 PER SPLICE aI ERE & TRAP ALL A' -0• LAP DOES POST ON NOT OCCUR POST I IT STIR OR MULLION DLW PLATE SPLICES. TIT I YP TUP PLATE SPLICE 4 FLTUD. EH M PLYYD.EH To POST V rP' TO Po&T e L COYMOI OR f PRO VIDE EDGE O 4 PLYUD. EH 7x (W ON dP W TO 7. EN MFRAMINGME" IMC KDG STUD PER 1 ALL GLB, I.A. 1 SW bd AT 1 • EH W 7. OTID 7. (UK ONPLTUD. EH W • i' OC d ad • Q' OC M 16d ' 311' OC. NAILING AT DE6KINATED 604EDULE Uri ON F'DL HEADERS. 14 BEAM CONN AT WALL 10 WALL INTERSECTION Wd . 7. OC. 6 F"AM A6 MET•BERS OVER STRUCTURAL MAN HEADER&PAN 1116 F 7.00 IN TWD No" TWO ft" 4 MYUD BLOCKED W . D. OC IN ad a !N' OG. YEAR WALLA DRAGS SEE PFC. PLATE 'P. T. N' 6TR)C 1 Co. 4y.7• «& T lid6? PLTWD BLOCKED PLANS - D. F. L. AT FIRST FLIT) Z ca 6 TRAP W STRAP m9 ma e WNAI ATEbdNAILDATEVERT NAIL L RW LCN' DIMEN51" OF MTUOOD ACROSS (PERPENDICULAR TO: 9 HOLE, NAIL TO OILL, MDR My"D JOISTS AND RAFTERS. HEADER SIZE AT COW STRAP n N BL RLL WDTH OF 6•NEAR WALL OR 3 STD 7x ELK, WON SW T i ppCC STAGCtR END JOINT p ]'•0' MIN AD 6HOUN 3. BOUNDARY N41LWG APPLIES TO PERIMETER RATE LINES. CHORDS. PROVIDE 76' LONG, STRAP OTA 76 -Da pqY E4 AIDE 6 WR ACMES TITS• I I TIES. STRRS. ORAG6, AND A& GALLED FOR ON THE DRAWNGD. A 1•LAM FOR HEADERSPAN R KNGeTyTJ NLN BEARMG PPORTDGROOTAND SUF+'ORTJNG FLOOR AND NAILS TOTAL M,. yRG. H 1 A MI S. W11L6 SHALL wVE A nH 3/b• EDff DISiA110E. NAI CL .NG 73 ROOF 733 ALT 6TRAP aBV • 6, ALL JOISTS AND RAFTERS &HALL BE LAID OUT N A A' -0' MODULE TO I) 7x I) 7. 77 ]./ EDGE 4xA 4.6 LOCATION END 6 BEAM • MC71O N -A-A• COINCIDE WITH PLTYOOD PATTERN 1. USE TOUT . AND GROOVE RJT'1DOD, AT FLOORS, IME66 NOTED 4' -0 ON DEN. TOP t &TRAP 1 OTIERUSE. PLATES STRAP PER PLAN 6. SEE DETAIL D FOR FFI INHERE M -IlOOD JOINTS ARE OFFSET dJE TO RAFTERS OR J016TS LAP SPLICES 6'•0' I) 7. I) ]. s.a ero N ETR A.b Ax& 6T77 STRAP W 1 PLYUD. TYP. ADEN W EH WE PLANS EN Eri 3x4 FLAT OR e.0- 1:1:' 1212. A.6 A.& A.10 D' MN END • LENGTH W OPENDG 7.A VERT. BLK6. RAPERS OR0'.0' 1217. 1 ]. l.e 1.0 BEE -AND H-bd NALS I JO16t 1 7. BILL W EA RAFTERS OR Oc. T UNLESS NOTED ON PLAN I BEAM PER RA RILL Icow KING STUD ON POST W BEYOND AT LAP 7 HEADERS TO BE DnI. EN _ CPLIGE ST3AT2.6 STUD WA LA USE i. .EA ERp SAME1_6D EASE 6 SADOLSTUDOR POST SEEP °N Two 6,10 DETAIL DEPTH DP N 6. E. A USE DO BLE 7.D TRM'ENS FOR SAW A.'6 AND 6.'A m' AND BELOW SIL DETAIL DEEPER AID ALL GLE. LPL. AND PAL HEADERS. 15 BEAM STRAP 11 SHEAR WALL VIM FOIR WDTH IMAM, SEE MA41 JR DEPT. GANGES .Ae DRAG JO6T OR REOJIRED REAM PER PLAN 616271 STRAP EM TO POST AT •A• COO. l -? 6TRAP y PER PLAN I I \ PROV'OE 7' MN SMPSOI'CC' • _ CENTER L NE OF TOP COLUMN GAP BOLT TO OCT OFN4A-LOIMR OF POST SEE RAW II 16 BEAM TO POST CONN 12 TYP. BEAM I I . _ MAIFAGTUNER MODIFIED 'W3LT' MGR BOTT OF BEAU RUSH i 1 II Iie am PLANS I i ens 6TRAP - - 3LE SEE ROAM TOP RUSH W ROOK :IV16 21 BEAM CONECTION 17 2-16d MH EACH - SIDE LLTI. SEEFORSIZE I POST OR 7. STUDS, PLANS 1y E•E SIDE FOR 4Q OR LARGER J. STUD EA SIDE W Wd•Q•OC. TO POST OR STUDS BM CONN 13 BEAM SEE I PLAN + +f 7. STIRS W Ibd Q' OC. TOP ST MLTI 1, 6T1D6 OR POET. BEE PLANS FOR SIZE - EVATION 7 PLYWOOD SHEATHING 3 TYPICAL WALL FRAMING 1 6CHED FOR NN WDTH. 6TAGG. EN FROM EA BEET I6) Ibd AT TOP PLATE Ibd AT 16. OC. SPLICE USE W-ILd IT AT EACH SIDE . ALL EXTEMOR WALL OF LAP SPLICE . TOP PLATE SPLICES DOUBLE PLATE EN Rll / EH AT IYPER LENGT. OF 1 4'•0' MIN LAP TOP PLATE POST OR TRIMMER SEE KING STD. NP. WALL FRAMING LyLyyy T/ TOP ! L STRAP STRAP PER PLANS USE C616 UNO, B' END DIST. TO TOP g W M -bd NA L6 AT 0616 STRAP END O' WALL N R STRAP POST OR MATI 6TL" SEE RAN& 8A 1 8 A -35 FRMG ANZJ CN EA SIDE V`1 -6ON CS16STRAPPARSIDE DETAIL SEE E K.0 STIR OR PLYUD SETS FOR SILL PLATE POST ADJACENT MAY BE NAILING AND TO OPEN RG SEE NbTALLED FIND PLAN FOR PLANS VERT OR N IZ SILL PLATE MN SHEET DIM COLT'o, MIN pT77 STRAP AT NOLDOWI TO BE ]A• TWO BOLT6 PER SPLICE aI ERE & TRAP ALL A' -0• LAP DOES POST ON NOT OCCUR POST I IT STIR OR MULLION DLW PLATE SPLICES. TIT I YP TUP PLATE SPLICE 4 FLTUD. EH M PLYYD.EH To POST V rP' TO Po&T e L COYMOI OR f O O 4 PLYUD. EH 7x (W ON dP W TO 7. EN BOX W11L6 SW bd AT 1 • EH W 7. OTID 7. (UK ONPLTUD. EH W • i' OC d ad • Q' OC M WALL To POST W a 16d ' 311' OC. EH rd6. OC. TO TO PCTOPOST 1 . POST (USE 7Dd NIAL6 AT 3.1 7. /UN. ON &lU bCIEDJ W Wd NAILS • 6. OC. TO POST "OL Ube 70d VIALS AT 3.) - STRAPBELOW 1 . SdF B SHEARIUALL SCHEDULE MARK 6HTIG toil IIRT IIALIG L COYMOI OR SDh1R NALS O O 4 PLYUD. EH 7x (W ON dP W TO 7. EN NQMUk 1. NAILS FOR PLYWOOD TO BE COMMON OR GAL VNIZED BOX. BOX W11L6 SW bd AT 1 • EH W I 3/8' ST]RJC II COXFLYWDBLOCKED W • i' OC dad • Q' OC M Ibd • A• OC. 16d ' 311' OC. 7 ST14Z 11 COX PLY= BLOCKED Ild • 4'M IN ad F Q• OC M 0 • ]' OC. 0 ' 711. Or. 3 L&• &TRIG II CoxPLYUDBLOCKED a: 3. OC INWQ' OC FN Wd . 7. OC. Wd • 7' OC 3/9'611= II COX 1116 F 7.00 IN TWD No" TWO ft" 4 MYUD BLOCKED W . D. OC IN ad a !N' OG. Wd - 33. or_. S 1 N' 6TR)C 1 Co. 4y.7• «& T lid6? PLTWD BLOCKED Id F Q' 111 OG. Z ca 6 1 e U) U) 9 101 n USE ECC' WERE e. USE 3, FRAMING AT FOUNDATION 61" RATES AND ALL AGJONING bFIECIFIED ON PLAN& PLYYOOD EOI 11TACL.ER EN O O 4 PLYUD. EH 7x (W ON dP W TO 7. EN NQMUk 1. NAILS FOR PLYWOOD TO BE COMMON OR GAL VNIZED BOX. w SW bd AT 1 • EH W 7. NAILR1i APPLIED AT ALL 5TLD& MATES N ELKOL 3. Pi A,,DE EH TO STUDS OR P06TO AT HOEDOWN LOCATIONS. F- > a TO PO OC TOTOPOETb' OC TO 1 • POST ^ USE ]. 6TDD AT IS' OG. AT ALL 6HCARWNLLB. UNO. S D6D "ATHRIG OF 6AYE PROPERTIES Ae bPECFIED PLYWOOD MAI BE USED IN LIEU OF RTLLWL. ON 9 WALL INTERSECTION 5 SHEAR WALL SCHEDULE 2 ENGINEC-RING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 98051 SD2 00 I Z C7 W r a O w W F- > a U wLl Oar` U W Q W Luq W N Z ca N U) U) J 98051 SD2 u all r;ia m rae eso aoT euouM ROOF FRAMING PLAN 4C Cola ET a -U Tow Rso NOT e:olw FLOOR FRAMING PLAN 4B N4W V4• • T-e• FLOOR FRAMING PLAN 4C z a a_ al Cz c LL 0 0 LL z a LL 0 0 I U a z a J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 tv<.k a000 MAWS Z C6 74' CC J 0 LL w W eeeeTa -u G ws Wll e Toll'Wo NOT ROOF FRAMING PLAN 4B 4CU4 Vv • Te' V r;ia m rae eso aoT euouM ROOF FRAMING PLAN 4C Cola ET a -U Tow Rso NOT e:olw FLOOR FRAMING PLAN 4B N4W V4• • T-e• FLOOR FRAMING PLAN 4C z a a_ al Cz c LL 0 0 LL z a LL 0 0 I U a z a J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 oFaovesso,+r 3 ¢ Ho caeon m sr CIVIL ° OF CAUFO. TE. 10%7 P -WIN BY l1_1: ED 5" e Nc'. 9E051 S -14 O I Z C6 W a o J 0 LL w W Q G ws Wll e rA Q V J oFaovesso,+r 3 ¢ Ho caeon m sr CIVIL ° OF CAUFO. TE. 10%7 P -WIN BY l1_1: ED 5" e Nc'. 9E051 S -14 III III ISd AT 6' OZ. I(, - SOLIDD. SOLD xKa AT 1 - NEATIING AS \ 1 ALONG EHI . -.._ __ - ! - CONDITION MGM am- I Ij I . PLANS - -- -- _L; - KKR _1 _ I -. KADENEADE d19R 16d AT D• or- - _ a STRAP FLOOR 6NEATIING 61MP60N WD , t` - 611 AT 4e' OZ. QPT - - _. IM POST EA END OF PLYYD ON .. KW , ER AR WALL uu PLY6G. 7. BLK6 STD_ I EH a SPErooN 6T6716 M'" '-- ` - BEAM 6EE PLANE _I I 1 . _ , . __ STRAP EA BIDE or EA POST TO CoN(T. NOR DTlRER -ROOF TRUSS W _ . - - PLWD. "AM PANEL SEE Ed 6701 IIGR DT TRIM MFR PLANS OR 4YD' ORlET6 aT !A ROOF TRISS SIMPSON - I, .a0 SNOW 4. y WPAWD)7 LON W OEE IRD X11 D' JOISTS 6E! I ' ! PLAN 1 eT72 6nw M1T•JD15 WLDM Ma'60T1 Tape• AT 40. Oc AT JAMS SIDE M!I[ ILLLY NAILED - W SEE FFD RAN RAISED FLOOR BEAM 21 CONTINUOUS HEADER 17 N01TJIGIBEISC -d ' 4' -0' MN LAP OF D15L TOP e Wl 10 -ISd . TOP 0SPLICE PO6T ALT. TO STRAP USE 6EE PLANE DML 7. TOP PLATE W/ y4 . O. 04 TO REAM OPINION ST6]]4 PL"ID M4 ALONG - LWOTW OF POST WOLDOUN STRAP NAIL TO POST AND DENS t OF STRAP AND . TOP OF BEAM DOT. WDR I a (TRAP REAM SEE PLANS PLTYDOD EH POSTO UV JOISTS Sll -1- ALON' IOM. - 6111- EeT6736PLANEo1a3R POST TO KADER 4. DBL OTUD DELOU PLTYD. ME.R NDR SPLICE LAP RDOFRoo, TRyS PANEL 6Ee 4' - - W/ 16d • S' OZ. BY OTWERb PLANO ! VASWOUN a. HOLDOWN STRAP 22 CONTINUOUS HEADER 1g JS T,rGV7E1 ;;kE - A. POST MIS STIFFENER W' wpUl EA SIDE AT STRAP STRAP DETAIL MARK A RV MN_G ANCNQR OPAC!Np 4 • OG IS'OG n c_ a c D MARK M E 6-04. yyy DETAILRlRRlNLEDETAIL XA PREDRILLWI '\ PLYWOD FLOOR EMG FLOOR BEAM 7 ON PLANO 1/4• . WOLE ' li• O.C. PLYWD. 1x ALONG - - - 7 n FILL DEFT+ DL 6EC DO NOT ON A.OND LVOTW OF 6110 OR / U&M Oomm acKD1LE OVERGUT LENGTH OF REAM P067 TWO NRAPp g TO 151610E E DETAIL MARK A RV MN_G ANCNQR OPAC!Np 4 • OG IS'OG n c_ a c D 6. OL. E 6-04. I ` POST OR 6TD - -- j BY SIDE. -). DOLE PLATE W/ REAM SEE / 164 Ar 0. OG. ]. 6oLe PLATE UU Y 1 9{ DMG PER I DM! U. ON "AR yrtG PER __ y4 AT 6. O r MAX - ¢ T PLANS DJa3 PL,WD - - wa.L xxD. -- iNOTCW4- 4 / - y ~' _ WALL W4eD. SWEAR Y / ex TYP. FLOOR MEAIWNG Dri IM .. yd NAIL TOP DOUR S- IDd•DLYa . DOTT fF Ed Ex- / 1. OdT LKG II _ STRAP Jo16T d.KG - - _ / P06T OE -N -M TJI660 OR MCI - To COMPENSATEPL'N - c6y STRAP UATW \ XLw WOW IOtl Toe NAILO EA FOR CR066 GRAN STRAP W' MN LVaTW - 6' OF STRAP W A.IS iNLlIOR6 f !/4' 610E Q EA JOIST 6NRMGAfie 1 Sfl] - 150 OF U/4L At TOP PLATE Ala FLOOR JOISTS TO TOP a SEE - ' \ BLOOCP/G TOP 1 1 e OF STRAP AND FLOOR E FoR DO" FLANGE TO EA END - NAIL MN 4 -Dd N4 L6 SPALNG 37. OL. LPr4 ANCWOFS - -- JOISTS - TO RIM ADD PLYUD MPL RIM JOIST OEE 6C EDULE / I -JOIST F06T OR 6TVID - _ FILLER T I•JO1eTO Ex Tl'P. -- FOR OPACRY EH Jo ST MLKf. JOIST pLRKfa. PLYUD. OR 4QY 6WEATW6G _. AT 3Y OL. 6WT0 PER - AT !]' OG. LENGTW OF STD OR PER. PLA46 - SKATING PER PLAN$ PLANS TCHED BEAM 13 HOLDOWN STRAP P06T 9 FLOOR JOIST O/ WALL 5 FLOOR JOIST 1 MARK N DETAIL MARK FRAM W, ANOIOR SPACING DETAIL woN1 BEAIOIUG - -6MG PER PLANS xd PREFERENCE d 74 ' D.C. UALL ON PLANS S y OL. SOLE E Ol• OEE c p• OL. I4• MM -SOLO PLATE Wd ]•ISd PER BL.KG. 1 6CWEDtLE a / dT 6. OG UNO. 1 -yd PER JOIST D ON "AR WALL OC W. UNO. ON HEAR E 6. OZ, SOLE a WALL YJED. 16d AT IS' OL. UK W AT 1 ' OSTAGGERNAILSDx - EH T'1P. D/l EH TYP. OM4 PER yd dT y' OL. BOOR WERE VOL MM OCGIIM - 3.4 FLAT PLAY OPN UK WIG ox / MLK6. ER COITRaRWM PLTUD MR O1/TG on " ` SEE JOIOTOPLANO 16d NAIL TOP OR PER MFGR R NO PARALLEL PLUD . BOM OF EA JONTO 01"EN 9' J6T OLRK(. JOIST JOISTS - yd EA DOIALE JONO ALT, ]. DE.PKO. 7. RIM JOIST. 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INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 9 I TYP GARAGE FOOTING 7, P.T. RATE W e/6' 6MPOCN WAND 72 DIA AB. AT 17' OC. NOLDOM FULLY NAIL W UHO. TO Ax POST JTN NIS EXPANSION 88 PROVIDE Val' J016T N,0k NAILO ,JOINT W/ FELT a FLOOR SLAB LONG R[Of. BAR (°GA • 7 1/)') INSTALL Cut= ON NoLDOIW PER SMP6ON GARAGE NOLDCUN'.NOOK' CATALOG CONCRETE ` SLAB r7) V TOP i 1 BOTTOM 7- -_ 1 • DT MIA LINE •• 13' CLR ` WERE TW0 tl• IWaI Flom 6YeTEM , , TYP. OCCIRS WE ft RE FF. i rMAN xe RAND 14 HPAHD22 HOLDOWN 10 TYP GARAGE/ MNFVMCO..ER p06T SEE 6FTP60N "Mae W/ PLAINS 4. POST W/ 74 Wd NALD TO POST RYlD. EH AND % . UTB7e OR'IP60N 'CD• PILL NEWNT ANC.WIE BOLT 7. SILL It Cow FTG REIN TOP . DOT LAB ' CCNC re 5 E PLANE I 1 BARS I d DEEPEN 19 1 TYP 20 ORION 7. VWWO AT W' OC. 7. P.T. RATE W/ D/e' DIA AS AT 17. Oc. UNO. AND l• EMBED. CONCRETE INTO FIROT POIR SLAB EH TYPICAL i 2-UT I t. BOT. 2 - -5 Top. BOT. AT •A' COD. . 1-3 tl• CLR FTG. ASMOD !' CLR CIONT FTG 15 MTT28B HOLDOWN 11 X PT RATE W/ 7x 6TD6 2•518' CIA X le• AT W OC LO Nil AB'. PER RATE TYP o 6 o', CLR WE RANGTYP , FOR DIMENSIONS AID REIN 1g COLUMN FOOTING 12 I CLR TYP. OEE RAINS / FOR DMDNSIOB MD RERf 5 TYP. REBAR BENDS & SPLICE 1 PLASTIC, GALV IRON OR STEEL SLEEVE DI 1 IA• GRATER THAN PIPE P RACE CONCRETE RLL WDTV OF FTO IN COMPACTED 6011- CENTER CN PIPE g PIPES BELOW FOOTING 2 V HAIR P.6 EA 610E OF 'CB FN16NGRADE i GARAGE 6LAB COLD JOINT DRIVEWAY 17) V TOP . BOTTOM A CLR Tl•P!CAL tl' s TYP GARAGE FOOTING A 8 7x PT RATE W/ RN16ET REDHEAD NO Dee 6. OT PM 7 x 51D6 (10150 63W W/ V PENETRATION TOR E011vALANTI AT 37. OC LOCATE PN 6- MIN FROM CONCRETE 61 All EA END Q RATE BEE RAN16 EH TYPICAL 1 31 I 2. STUDS AT** DC. I J. P.T. P• -ATE 1lV I ADNID AAB. AT O.C+ D. I EMBED. INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 FTG. ASMOD !' CLR CIONT FTG 15 MTT28B HOLDOWN 11 X PT RATE W/ 7x 6TD6 2•518' CIA X le• AT W OC LO Nil AB'. PER RATE TYP o 6 o', CLR WE RANGTYP , FOR DIMENSIONS AID REIN 1g COLUMN FOOTING 12 I CLR TYP. OEE RAINS / FOR DMDNSIOB MD RERf 5 TYP. REBAR BENDS & SPLICE 1 PLASTIC, GALV IRON OR STEEL SLEEVE DI 1 IA• GRATER THAN PIPE P RACE CONCRETE RLL WDTV OF FTO IN COMPACTED 6011- CENTER CN PIPE g PIPES BELOW FOOTING 2 V HAIR P.6 EA 610E OF 'CB FN16NGRADE i GARAGE 6LAB COLD JOINT DRIVEWAY 17) V TOP . BOTTOM A CLR Tl•P!CAL tl' s TYP GARAGE FOOTING A 8 7x PT RATE W/ RN16ET REDHEAD NO Dee 6. OT PM 7 x 51D6 (10150 63W W/ V PENETRATION TOR E011vALANTI AT 37. OC LOCATE PN 6- MIN FROM CONCRETE 61 All EA END Q RATE BEE RAN16 EH TYPICAL 1 31 I 2. STUDS AT** DC. I J. P.T. P• -ATE 1lV I ADNIDAAB. AT O.C+ D. I EMBED. INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 I CLR TYP. OEE RAINS / FOR DMDNSIOB MD RERf 5 TYP. REBAR BENDS & SPLICE 1 PLASTIC, GALV IRON OR STEEL SLEEVE DI 1 IA• GRATER THAN PIPE P RACE CONCRETE RLL WDTV OF FTO IN COMPACTED 6011- CENTER CN PIPE g PIPES BELOW FOOTING 2 V HAIR P.6 EA 610E OF 'CB FN16NGRADE i GARAGE 6LAB COLD JOINT DRIVEWAY 17) V TOP . BOTTOM A CLR Tl•P!CAL tl' s TYP GARAGE FOOTING A 8 7x PT RATE W/ RN16ET REDHEAD NO Dee 6. OT PM 7 x 51D6 (10150 63W W/ V PENETRATION TOR E011vALANTI AT 37. OC LOCATE PN 6- MIN FROM CONCRETE 61 All EA END Q RATE BEE RAN16 EH TYPICAL 1 31 I 2. STUDS AT** DC. I J. P.T. P• -ATE 1lV I ADNID AAB. AT O.C+ D. I EMBED. INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 V HAIR P.6 EA 610E OF 'CB FN16NGRADE i GARAGE 6LAB COLD JOINT DRIVEWAY 17) V TOP . BOTTOM A CLR Tl•P!CAL tl' s TYP GARAGE FOOTING A 8 7x PT RATE W/ RN16ET REDHEAD NO Dee 6. OT PM 7 x 51D6 (10150 63W W/ V PENETRATION TOR E011vALANTI AT 37. OC LOCATE PN 6- MIN FROM CONCRETE 61 All EA END Q RATE BEE RAN16 EH TYPICAL 1 31 I 2. STUDS AT** DC. I J. P.T. P• -ATE 1lV I ADNIDAAB. AT O.C+ D. I EMBED. INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 31 I 2. STUDS AT** DC. I J. P.T. P• -ATE 1lV I ADNIDAAB. AT O.C+ D. I EMBED. INTO FIRS T POUR CONCRETE EH TYPICAL SLAB ` I y 1 1 e2) V TOP 4 L eorTom I, f2) -5 T.0 AT •A• COD. CLR I .e. 1''3' AT 'A' COND. WDENED FTG FOR VDEER J ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 c ~ I Z W CL O I J a W U Lou O LL 0) w MW J 5p W i VJ J 10/11" _ MF.:nE 9'1 . SD1 10/11" _ MF.:nE 9'1 . SD1 III III PROVDE 7. CRIME - - I I.7. OLK& TYP TID AT MID DAY AT - COX PLYWOOD BLKG. PNLO, ALL DAYS WIDER "AN W I MATCH TYPE . EXTENT OR WOOD tRlee ilP. 'I SHEAR PANEL BeLOW HIND. 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LTPA PER LOAD FROM TOP TO STdRTER HOS AT AS' OC 7. SLEEPER W, 7.R.d OCHEDLLE DOT. CHORD MN 70h/ OTAIM 1BOARD RAFTER OR TOP CHORD uNO. TI&6 FROVIDE Ibd or, H"A-140 07•II•eGN b7 EH CA O RATS• OC TO 7x DLKG an Ex L- PER SEE PLANE AT 40' OL. DH dT •d' CONDITION DULE I 7n DLKG - EH RE7ALL FRAMWG \ / UNO. 14.OL. ROW TRJOSEO SEE AlCNORS AND MN PLANS WV 7 -Wd TOE WILNG RILL WILD TO TOP E ILIOOD TRUSSES _ LWTH OF EH TYp, I WV H(.R BY NFGRS \ 7% DLKG AT P LOGO AT 74' OC. NP. bRG AT eXTEROR WALLS UND. b' OC W SEE RMIOL SEE RANG PER PLN1S JOISTS EN Ex 3LKG PER SEE RdHD _ 7. RAFTER .. \ CALF. FRY. ] E. N6TID WALL TN Q WALL 7. CANT YV TOP CHY' OF TNIUS4 L650. LTPA . A-Y! FftrW. x LEDGER WV 3 -*d an 7.166 TO CONTINUE PLYWOOD ANCHOR OCK7XL! WHERE 7. DLKG EXCEEDS II I,4' REFER TOeOReWILDPEROTLDANDGIRDER . UNDER CA FRAMING AIRWALL SPaCNG SD4 SD4 7 -K,d NAILS PER DLKG S..TG DLKG . PER PLANS 7 O. OC. 7 6' OL. V b' OL. 22 1 STAIR LAN a FLOOR IJOISTS 2. CRPRE DINT V' STEEL E W, S y Q WALL 01 M'. X A- LOW LAGS HORS LJG . I37 ".. x b' n LOIN LIMO VERT LEG - 3 -Wd PER 7'OG OTM TLEE -- - OLKG D GA MN WALL THICK OS AANC`DR AT 32• OC DN1 I ln•- % e 3/4• STAIR LANDING JOIOT6 SEE PLANS 18 ROOF TRUSS 114 I DB ECK RAILING POST 23 STAIR LANDING FRAMING 19 15 SILL NAIL OR DH ewedrN.IN AS COX PLYWD, BLKG PHL0. 7. SOLID DLKOL W. REGARD SEE PLANS eD! IL AT 6. OL. / 3OFlOOND AT b• OG. 4' STEEL ° W, lT'. LAGS ROOF SHEATHNG TOP RAIL OF RAILNG SEE PL 7. SOLID d_OOCNGAD DDL STAIR Ex ECK RAILING POST 23 STAIR LANDING FRAMING 19 15 SILL NAIL OR 1 COX PLYWD, BLKG PHL0. LLSHEARWALL SLED. eD! PROVIDE VERY 7X AT 4' STEEL ° W, lT'. LAGS TOP RAIL OF RAILNG FLOOR SHEATHING DDL STAIR RIDLAPTOTS WED bCL PLANS LANDINIG JOISTS OTAGGieRED AS PROD FOR STRAP F ROOF TRU66 EX DY OTHERS I -JeT W' ITT' HORS ex TRUSS W, NG t HANGER BY \ OErSON Lu -78 1 ! 7X lS KG TRA6 MFGR WANW AT AO' OC LGNG LAG DOLT SEAM SEE PLANS ECK RAILING POST 23 STAIR LANDING FRAMING 19 24 1 DECK BEAM POST CONN -O 1 A bNPOOH Celt STRAP W/ ad EVERY OTHER HOLE EXTEND STRAP TO END O DLKG. 10 I HUUI- I HUSS 0 15 71 SO CORER POST COX PLYWD, BLKG PHL0. R GA MN WALL NICK -- EN PROVIDE VERY 7X AT 4' STEEL ° W, lT'. LAGS TOP RAIL OF RAILNG YU 7' MN ET'l m"N c Ex RIDLAPTOTS WED 7. DECKING EN i OTAGGieRED AS PROD FOR STRAP F f ! ex TRUSS W, NG t 3ro & OErSON Lu -78 1 ! OREAM NtNe V4' MN THICK BENT PLATE W/ 1•3S•.. 3- WANW 7X 61W . -. LGNG LAG DOLT BEAUPERPLAN C) DEAM 7YPe04 ECC CAP V DBL TOP ! 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