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HomeMy WebLinkAbout10149636.pdfLEGAL DESCRIPTION LOT 103 TRACT 3423 FACIE 829 GRID A15; CITY T TY OF SANTA ANA COUNTY OF ORANGE STATE OF CALIFORNIA, -7 ^K I r— I N 0 T E S 1. ALL WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE. DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. THE PLUMBING FITTINGS AND FIXTURES SHALL MEET THE STANDARDS BELOW. AB: W.,C: 1 &R RMH &ff. U SHOWAINIAP . U5LG SLA lt&F UT�GPPA& A&MA :?2 _ GENERAL NOTES� I 1. Provide smoke detector in all bedrooms and entrance to bedrooms. See plan for location. 2. See Detail for cord splices and detail for shear wall drag struts. 3. An approved Seismic Gas Shutoff Valve will be installed on the fuel gas line on the down stream side of the utility meter and rigidly connected to the exterior of the building or structure containg the fuel gas piping. ( Per Ordinance 170,158) Not required for exciting dwellings, or apt's. SHEAR WALL NOTES,- 4. Stucco and/or stucco with veneer over a plywood shear wall will be waterproofed with a minimum of (2) 15# felt underlayments. 5. Only common nails will be used for all plywood shear walls and nails guns using " Clipped Head" or "sinker" nails are not acceptable. 6. all bolt holes to be drilled 1/32" min. to 1/16" max. oversized. 7. Douglas -fir (Group 11 Lumber) pressure treated sill plates will be used: engineer to be notified for redesign of other species sills are delivered to the site (or are part of existing building). 8. The following applies to all shear walls with a listed load greater than 300 PLF: a) Provide 3x Sill plates for sills that rest on concrete or masonry. b) Provide 3x studs between adjacent panels. If it is necessary ti use 2-2X members between panels, specify 16d nails with staggered nailing, and spacing no greater than the requiered plywood edge nailing. c) Provide 1/7' Edge Distance for the plywood boundary nailing. e) Plate washers are not to beused anchor bolts. 1/2" bolt- 2x2x3/16 5/8" bolt - 2.5x2.5x1/4 3/4" bolt- 2.75x2.75x5/16 7/8" bolt - 3x3x3/8 HOLD DOWN (00;` O`NNECTOM _72 9. Plate washers are to be used on the back side of _ttie"RD post. See 6e. above for required sizes. 10. HD anchor nut to be tightened just prior to covering tha wall framing. 11. Provide Deputy Inspection for hold down anchor bolts in tension. Unless the lower design values allowed by Table 26-E for bolts in tension are shown on the design allowable HD loads. 12. See HD straps detail for number of nails and framing member sizes. See detail 'a m MATERIAL SPE(0*;'IFICATIONb 13. Plywood: Product Standard PS 1-83, Douglas fir -Larch, Structural I (or CDX) Particleboard: ANSI A208 1-1989. Note: Particleboard must be protected frpm moisture. 14. Wood Framing members: Douglas fir -larch Grades Notify Engineer if other species of lumber are deliverable to the site or are part of the existing construction. 15. Steel: Structural steel ASTM A36, Structural Pipe ASTM A53 Gd B, Tubing ASTM A 501. Reinforcing bars ASTM A615. LA City Bldg Dept licenced shop required for shop welds. 16. Concrete: Standard 2500 psi concrete. 3000psi Grade Beams and caissions. DRIVEWAY APPROACH 2' SCALE: 1/8"= v_on CD 13 VECINITY MAP LOT COVERAGE LOT 5IZff: 8, 100 SQ. FT. 100% EX15TING S.f.D.: 1,077 SQ. 1 T. EX15TING GARAGE: 354.00 SQ. 1`7. EXISTING PORCH: 5&00 SQ. f:T,. PROP. 2ND ILOOR, ADDIT: 7(59.25) SQ. F:-T. PROP. 15T ILOOR. ADDIT: 28 1.00 SQ. F-T. I � I r-\L k-.., l-J V L N/AQ2 L: I / too. UU �U - r I , = 2 1.83 % ------------- C 0 7el — li-t ie4t_ IV 2-M 95 AUG 16 2005 city Ot Santa Ana DE Z03 I G N C4;"RITERIA 2001 CBC TIMBER: DOUGLAS FIR LARCH (PER GRADING RULES 16) 2- X 4- AND 4- X 4- STANDARD GRADE (VERTICAL MEMBERS) No 2 GRADE (HORIZONTAL MEMBERS) 2"X 6" AND LARGER ......No. 2 GRADE (HORIZONTAL AND REPETIVE USES) VERTICAL MEMBERS) CODE: 4" X 6" AND LARGER ......No 1 GRADE (VERTICAL AND (BEAMS AND STRINGERS) HORIZONTAL MEMBERS) PLYWOOD: PS-1-95. PER APA STANDARD. P1. 32116 GLUE LAMINATED: 24-V4 DFIDF. PER AJTC STANDARDS. Fb = 2400 PSI. FV = 165 psi. W = I AW,000 STRUCTURAL STEEL: ASTM A-36 STEEL Per AISC STANDARDS PIPE AND TUBING GRADE 8 TYPE E OR TYPE S, ASTM A501 (1/2 STESSES NON CONTINUOUS INSPECTION REG. ) CONCRETE: (STRENGTH @ 28 DAYS) PER Act 318 SPECIFICATIONS. FUNDATIONS; re = 2,5W Psi PRECAST fe = 3,000 psi COLUNMS fc 3,000 psi SPECIAL STRUCT. SLABS f*c 3,000 psi INSPECTION MANSONRY: HOLLOW CONCRETE MASONRY UNITS (CMU, CONC. BLOCK) ASTMC - 90, ASTM AND UBC STANDARDS TYPE N UNITS, TYPE S MORTARS, 2,000 psi, GROUT Pm = 1,350 PSI (PARTIALLY GROUTED) Fm = 225 PSI fm 1,500 PSI ( SOLID GROUTED ) FM = 250 PSI REINFORCING STEEL: ASTM A - 615 PER CRSI STANDARDS #6 AND SMALLER GRADE 40 #7 AND LARGER GRADE 60 SOIL: ALLOWABLE SOIL BEARING VALUE (Fbrg)= 1 000 PSF PER SOILS REPORT BY: USC TAWL �1_14 "ALL FRAMING CONNECTORSTO BE "SIMPSON STRONG TIE " OR EQUAL. O FLOOR NOTES I REMOVE EXISTING DOOR/WALL TO CREATE OPEN'G 2. 2X6 PLUMBING WALL 3. F.G TUB AND SHOWER 4. TOILET (1.6 GAL PER FLUSH MAX) 5. LAVATORY 6. 22" x 30" ATTIC ACCESS 7. SHELF AND POLE (E) PORCH LEGEND 110 V W/ BATTERY BACK-UP SMOKE DETECTOR 110 V OUTLET 4$H WALL MOUNTED LIGHT CEILING MOUNTED LIGHT SWITCH GFI GROUNG FAULT INTERRUPTOR NEW WALLS EXISTING WALLS WALLS TO BE REMOVED FIRST PLAN SCALE: 1/4" — V-011 WINDOW SCHEDULE I 0 MARK SIZE WIDTH HEIGHT TYPE MATERIALIVALUE! 1 4'-0" 41-0" SLIDING. AL./TMP—GL I 0.75 2 6'-0" 4'-0" SLIDING AL./TMP—GL 0.75 3 3'-0" l'—()" SLIDING AL./TMP—GL 0.75_ 1 4 1 3' — o" 3'-0" SLIDING Al P—GL 0.75 L_ — — — — — — — — Q0 -I rIq 00 4 A 3 1—C9 .0 5ECOND f LOOK PLAN_ Qo 0 Lc� x Ir 0 0-� > z u� I I M D 10 w w 0 IL 0 C�d u� 0 m 10. la u w n J z o ff z SITE- 0 x IL a: 0 a: zl_ 0 0 rw z (7) z 0 JEA w a w 3: 0 z 0 z z W -0 C w < w tr I- W z w DEVELOPER / OWNER, 0 0 w co jw 10 tz- m 0 w w Joe DEWRIPTION' 0 z ul W m 0 z 0 as cc 0 w z < DRAW�N:J.c tCHECKED: DATE: JOB NO - SHEET NUMBER: IFFR 0 N T 7 C) ELEVATION NEW ASPHALT SHINGLES TO MATCH EXISTING (N) Z"STUCCO T 0 MATC1­1 EXISTING (N) Z"STUCCO TO MATCH EXISTA TRIM (FORAM) ':-FT ELEVATION 40 - 0'—0 1/4" = l'—O" NEW ASPHALT SHINGLES TO MATCH EXISTING (E) Z'STUCCC) 'NGLE'S :'ER iT& !RS NEW ASPHALT 120 RIGHT E1_1�1/�TION O _0114- _ _0 : EAR E=LE /A 3:) 90 0 1 _ 1� ()TION /4 NEW ASPHALT IS COMPO SkINGLES CLASS t5/32l COX PLYW1 ;4* OR *B' OVER I -LAYER T X 24/0 , 15# FELT USE GALV. ROOF ml NAILS 8MP90 5 STRAP M10�1'61d' P.I. 32JI6 @ 4, O"= LSSU210 R-30 INSULATION 6-16d EA. JST, HANGER 8d R NAIL 112" COX. PLYWD. RAMI SHTG W/Sd @ 6,12 O.C. OR@48' PANEL INDEX 32116 HTYB EV OC ( SEE PLAN I/Z' DRYWALL RIDGE BEAM t SEE PLAN) 2-2X4' PLATE IN HUR. WhZRE ACCURS 2'X4. STUD e 16' Q.C. 2"XIO"ROOF RAFTERS KR W R @ ir O.C. SHEARWAL OVERHANG DETAIL DETAIL + PLYWOOD SHT'rA_ 2x PLATE w/ 2x BLKG wl (2) 16d WHERE OCCURS 2'x4' PLATE SILL w/ (1) 16d per MST TOENAILS EA END BLW _5/8'0xI2'AB@ (2) i6d per ELK., NON—BRG WALLS. /'—<SEE PLAN) U,N,O. on PLAN ADD (1) A35 EA END N 1/2' CONCRETE SLAB \, BLW BEARING WALLS I I A E.N., TYP,--- STAGGER EA SIDE G.T. FLASHING WEEP SCREE A NATURAL GRADE 4. 2#4 CENT.T &BOTTOM 4 2x FJ, TYP. TYPICAL INTERIOR WALL EXTERIOR FOUNDATION PERPENDICULAR to JOISTS k We e 0 to 1_4�1 \�w 5IMP50N 5TRONG-TIF MRC22 fir 0 = n,- 0-� z < u (3 Z U ul 1 1 1 w 0 x M io < ct r �ix a. U a w Ln :3 ar Ln < w m 7— n _j ar z 0 (a z SITE (c w IL 0 it Q. m 0 0 ca CD sc ir w z 0 (i 0� w z IS 0 < ul < T I 0 U z 0 o - tL 0 z z w (_0 I.- < w w u� 0 z DEVELOPER/ 04-NER: L L D 1 4: *,- - - v DRAWN: C14ECKED: DATE: JOB NO. SHEET NUMBER: 3 OF \3 x �ET' FDy,YC E.A. 001�IEL (li7- I'll �d 1AA b 'N' )E SHEET FOR UNI, 1-_Rp1 N o #3 DOHE-15 W bl' Et-11BEDIMENT i o 1E,X 11,-,T I N(5 Fn.�-,T f(_i a 2'-) 1, ------- -------- (2) #4 TOP 4 BOTT. M (r, i rf. o I t - L�' I L -EXT AA L 1 NIA 4x4 P05-- NIEV� 5111-1PSON GS' 0 0 4 bAR,5 E-AGH NAi-, 0 K, I , -z-Z A E3 A 6 i­ K F L)kSe "A" N51 ALL RE BAR ANF,? BEND TO 4 511 _EP 't 2: 'V_ I i I Me- 5TEP "t 3: r '12" IMINI AND c-,ALIL R NSPECTION. 0 0 # ":00TIN6 "E-)" E 1-40LE AND C10S i rUT AIA5HER $ NUT T!6HITErg FRAME ENID FOON;�')A!ON, H A RPY 7, 511-L, PLATE AND HARD�' FRAMIE AN 1 OFF N(3T,`__5 5 HARD-( FRAIMIE wTT MIFLATE E. C'ON(�. FOLT 7�F-IIFL,AT� j 0) p� UCF 5 2115r I lor 1­11001r�5 1 5ENErD 2 it 13' T i l;N 0� l "rl _2 r-n I P XT;n ��H- P L ER W OUBLE \WT- M-1 C2, - - -------- SEEL FLAN "0. x 7" HOLES t T, tl'()Y'Y ONC_ '31-AB V,,,! S @ CENTER LINE 3AR5 wl 0' �EDMENT TO ,TIHG 51LA.b )4" O.C.(30 LONG) `4 BAP - , if, 1CFNTFR > N'Ll-vil 5" CONG, HA:3, EL FOUNDATION NOTES v� ■ 0 b fl400" DON; 15 H/ 6" � 24" oc EMBED jN1_0 EXIc-f FO(_),1_1N(_7 Z-F�A'3R' 0, -2,41'l ocl EP 'TAH PE C-,? ON 1 N)TRtiCT 'I ONc) nB-) PE­PNNN& 111 t_7 PAf-',. A T 511�H2, L AN5 RD-911"'JI-1, o,5 RE,0',. NN F 1A P) AT-) AT !F-Vj�l TT--!()�,ITIINJK, _x 5-1-,"'3'� E�P V r": Ni. AT i"HE REOUIRE-0 5P6 '53HEEAK' 10d, x 5" GOvill-ION D%ti E THE REO'D S ARO WIMP AF_3',_�� AT 11!. NEHI 4x P05T; SEE PLAN) NEH 51�MIP. A35' FA llr)F P/_'"- (E.) 00] 111\67 NE'H PAP FOO_FINCa, SHEAR YiALL REOUIRIN(� F_A�_--)-F 2x !WE.. ATE to EX15T 5ILL PLAT Ab's AT 05f FIR T= ,I -T _N U EAR< MI.' Nk A- c�7�,A' 6? o' r_EcF___ l c--) H 'E FOUNDATION NOTE5 1. 5EE 5HEET 5D I FOR GENERAL NOTES AND TYrfc/�L DFTIAIL5 2 TYPICAL SLAB -ON -GRADE 4" THICK_, WOWrTE 'vVITH #3 RFIRARS # 18" oc. F-A. 'v%AAY MID -HEIGHT IN SLAB (HOOK REBAR5 12" INTO FOOTING) OVER 2" SAND OVER 10 mil. VAPOR BARRIER OVER 2" SAND OVER 90% COMPACTED SUDGF�41)F 3. 0- INDICATES 5IMP50N 'HTT' or'PHD' HOLDOWN 4. FOUND,,"\TION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5ib" DIAMEIFF, 5TI--ft ANCHOR BOLTS WITH A MINIMUklel EMBEDMENT OF 7" INTO THE CONCRETE, ANCHOR BOLT SPACING SHALL NOT EXCEED 0-0". THERE SHALL DE A MINIMUM Of W/O BPI T5 PFR Plf-CF lvVITH nNF BOI.T 1-C)CATF-P NOT PvIORF THAN I OR LF55 THAN 5" FROM EACH END Of THE PIECE. USE 2 1/2"x 2 112"x 1/4"SQUARE THICK PLATE WASHERS FOR EACH ANCHOR BOLT. 3x SILL PLATES MAY OCCUR, ADJU5T BOLT LENGTH AS REQUIRED. 5. HOLDDOVNIN HARDWARE MUST BE SECURE[) IN PLACE PRIOR TO FOUNDATION IN5PECTION, G , HOL PDO"v%/1,15 SHALL. ELF TIGHTFTIFL) JU-T PRIOR TO 09VE-R.ING THEWALLFRAMING, 5/8" 0 A[3'5 @ 45" oc NEW FOOTING 4 r— — — — — — — — — — — — — — — — — — — — — — 4 SDI SDI 2'-G" 50 x 15" DP 1-2'-G" 5Q x 15" DP 0 PAD FAD FOOTING IL (3) ff-1 EA 4?VAY (3) #4 EA WAY < 0 2A (D NEW 5LAB-ON-GRADE C 0 EX15T 5LAB-ON-GRADE L o 0 � Lu 4 00 9 9 SDI 570 wr. @ 0 F -7 '7— 1 HLDNti RETROFIT 0 A ISJ 0 fi -Exist FOOTING TO HA E NEW UNDERPIN 50, x 13" DP -�A , 110 FAD FOOTING v,11 (3) #4 EA WAY lu Q co A L lr7l UNDERPIN 0 A 1U z 518'0 AB'5 @ 30 oc 1-2'-G" SO x 15" DP EXIST 5LAB-ON-GRADE PAD FOOTING w/ (3) ffA F-A -1vv'AY 0 r -I Tyr. @ rn D HLDN < ­0 r"11/15T FOOTING RETROFIT 6.'-',2 HARDY FRAME H -m- J wl'718"O A.T. 0 41-01, LONG UNDERPINY G I LS) @ 12'min. EMBED. 10 Tw, @ HLDN '5 ter.OFIT PFTR, 24" WIDE X 24 DF GRADE BEAM AS SHOWN 'C #* E�eeeISTSLAB-ON-GRADF: _5 T F_� ED . Q) #3�TIE5 @ 8" oc < EXTEND GRADE BEAM 45" A—L'-b—SO, x 1,5" DP FA5T EACH HARDY f "ME j L (U5F_ 131.000 P51 CONCRETE. a- 31-01, 50 x 15" Dp —/ SPECIAL INSPECTION REQUIRED) PAD FOOTING wl Q V_ PAID FOOTING w/ 4'-0" 5Q x 18" DP (3) #4 EA tVAY x lu 5 @ 12 oc. EA, {,VAYJ' PAD FOOTING EX15T FOOTING 1 EXIST F(POTING L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — % f-�2l-05Q x 1 (3) I -AD FOOTI WAY NG4 #4 EA EX151- f0OTL[,4G, EXIST FOOTING L--------- Wm� lfk31`e� M V k sl "s 0 0 CL/ OZ 0 r) CJ Q) 0 00 Z_ L Lu Lu Z lu -) U) 0 z e:7 I.L. tu > 0' om Q) CZ lu Lu u z 0 C'� D_/ < T- L e" 4c "*Wd 00�v ENGINEER OF RECORDS 'W17 LLJ < C) LL- R/ ry 'D lil DLI ILI 0 Luz I: bA­­ n u I' DRAWN E)Y: A. B. CHECKT) BY: F - S - SCALE: AS NOTED JOB NO.: 04-052 PERMIT #- 5HEET 5-1.1 NAILING SCHEDULE F5EF NOTE5 DE,1v"); CONNECTION NAILING TTSILL Ol", GIFIDER, TOTONAIL 3-361 BRIDGING- TO JOIST, TOENAIL EACH END 2-861 I " x G" 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d SnfIDER THAN I "­ G' 5UbfLOOR TO EACH JOIST, FACE NAIL 2" 5UBFILOOK 10 J0115T OR GIFDYK, BLIND AHD FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL IQ1 AT I G" O.C. SOLE PLATE TO J015T OR BLOCKING, AT 13P.A.CED `i;VALL PANEI-5 3- 1 GId PER I C-11 TOP PLATE- TO STUD. END NAil 2, 16,-1 STUD TO SOLE PLATE 4-5d OR TOP -NAIL OR 2-1 Gd ENE) NAIL DOUBLE STUDS, FACE NAIL I Gd AT 24" O,C, DOUBLED TOP` VLATE5, 1)IP. FACE NAIL I 1aj AT I 0,c. DOUBLED TOP PLATES, LAP SPLICE 8-1 Gd BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL � -F RIP AJO15T Tr, TO PLXj�F, T1­)F-t1JiAJj- `� AT j 0. C, TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 -1 Gd CONTINUOUS HEADER, T110 PIECES I Qi AT I G" O,C. ALONG EACH EDGE TO PLATF, TOFTIAI[ CONTINUOUS HEADER TO STUD, TOENAIL 4-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-1 Gd CEILING 1015T-5 TO 1`-',14-,At1FL PAI-FTFR5. FA-CE, NIAR, 3­ j Gd RAFTER TO PLATE, TOENAIL 3-8d I " BRACE TO EACH STUD AND PLATE, FACE NAIL 2--8ci 1 " x 6' 511EATNIFIG OR, LESS TO EACH BEAPING, FACE HALL 21-311 'vMDER THAN I ` x 8` 5HEATHING TO EACH BEARING. FACE NAIL 3-5a BUILT UP CORNER 5TUD5 I Gd AT 24" O.C. BUILT UP GARDEP, AND BEAMIS 20,1 AT 32' O.C. AT TOP AND BOTT0IvI AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 2" PLANKS "v'00 cl: 1 Ln STRUCTURAL PANFIL5 ANID PAR11CILF U50AR, '# 2 5UbfLO0K AND lA/ALL 5HEAT1-IING (TO FRAMING): 2- J Gd AT EACH DEPAKING 112 " AND LESS Gd (#3) 32" 3/4" (#4) OR Gd (#,3) 17/811- 1 . 5d (#3) 1141, 1 Oci (#4) OR 8d (#5) COMbINATION 5U13fL0OK-UNDf-KLX(MEN1 (TO FRAMING): 3/4" AND LF-55 I 1/5-J J/4" Gd (,ts) PANEL SIDING (TO FRAMING): (#2) 1 /2" OR LE55 15d 5 . 1511 1 01,J (#4) OK 8J (# 5)' FIBERBOARD SHEATHING: (#7) ii INTERIOR PANELING 14" NOOQ�O9),AdR0A# NO. i 1 0"6) OR65cit' OR, NO, 16 GA. NOTES; #! C-10MMON OR NAILS M AV BE - �, , U51,17) EXCEPT I!VHfRF CTHFR',VIt--F 5Ta.1LC7. #2 NAILS SPACED AT G. INCHES ON CENTER AT EDGES. 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT G INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING Of t'1001D 5TRUICTI-31RAL PANEL AND PARTICLE BOARD D! APHRj\G-'MS AND SHEAR �`V/kLL5, REFER, TO SECTION 2315.3.3 AND 2315.4. NAILS FOR 1,NIALL SHEATHING MAY BE COMMON, BCF/ OR CASING. #3 COMMON OR DEFORMED SHANK. 4;4 4 l-'X)MtdOI4, #5 DEFORMED SHANK. #G CORROSION-PE515TANT 51DING OR CA51NG NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2304,33, #7 fA5TENER5 SPACED 3 INCHE5 ON CENTER AT EXTERIOR, F-DGE5 AND G INCHE5 ON CENTER', AT INTERMEDIATE SUPPORTS, #8 CORRO510N-RESISTANT ROOF114G NAILS ;AiJTHI 77! 49 INCH DIAMETER HEAD AND f 112 INCH LEt1GTH FOR 112 111CH 5HEAIHING AND 1 314 INCH LENG11-1 F-OK 251'32 INCH 5HT-AIHING CONFORMING TO THE REQUIREMENTS Of SECTION 2304.3, #9 CORROSION -RESISTANT STAPLES',A/ITH NOMINAL 7./1 r, INCH CR0kVN AND I 1 1)8 INCH LENGTH FOK 1/2 IVICH 5HEATHING A1,40 I U*2 iNGH LENGTH FOK 2-5/312 04CH 5tibAO-HiNG TO THE REQUIREMENTS OF SECTION 23043. #10 PANEL SUPPORTS AT I C INCHES (20 INCHES IF STRENGTH AX15 IN THE LONG DIRECTION OF THE PANEL UNLE 5 03-HEK%-�v1',E. MARKED), CA ING OF, 17114151-1 tw'­lLS SPACE G 11-ICHF-5 014 PANEL EDGE5, 12 INCHES AT INTERJOEDIATESUPPORT5. #1 1 PANEL SUPPORTS AT 24 INCHE5. CA51NG OR FINISH NAILS SPACED G INCHES ON PANEL FPCE-5. i 2 MCHP.5, ATINTFFtVIFEDILATE SUPPORTS. 5HEAR WALL 5CHEDULE V 51 1EAR HALL SGHEPULE 4 !!V52" 57FLI/--T. 1 YN.5F, Gd F b" ac E.N. 16d Alt 0 03 5d Q: 12" cc FA. 6' Oc (71) 0.) 610 'T' I5/52'STRL1/-T. 1 8d @ 3" oc EN. 16d @ 410 0) 06 15!32" 5TIRXT. 1 10d@ 2" cc, E.N. 5 EE E, 5.P.N. = 501 F PLATE NAILING; USE 13OX NAILS or BETTER AT SPACING SHOWN UNLE55 SPECIFIED OTHEKW15E ON PLAN. ALL EDGES 51JALL BE BLOCKED. 3' NOMINAL FRAMING 511ALL BE USED AT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING SHEAR PANELS. PLYWOOD JOINT AND 511-1- PLATE NAILING SHALL BE STAGGERED ON 3x MEMBERS NOTES: i) W.5.F. INDICT! E5 WOOD 5TRUCTURAL PANEL. WOOD 51-KUCTURAL PANELS SHALL CONFORM TO U13C STANDARD 23-2 or 23-3. b) NAIL5 FOP, WOOD STRUCTURAL PANELS TO BE COMMON WITH FULL HEADS- r-) NAILING APPLIES AT ALL STUDS, PLATES AND BLOCKING. d) ALL EDGE NAILING AT TOP PLATE SHALL BE TO UPPER TOP PLATE STAGGERING Of NAILS TO FRAMER5 PLATE 15 NOT ACCEPTABLE. e) PROVIDE EDGE NAILING TO P05T5 AT 1OLDDOWN LOCATIONS. f) U5E 2x 5TUD5 @ I G" oc AT ALL 5HEAR WALLS, U.N.O. 9) SEE FOUNDATION PLANS FOR ANCHOR, BOLT 51ZE AND SPACING. C51 G ou ( I! ) PLATT-5PLICE \5D I 20 5D x IIN — — — — — — — — — — — — — — — — — — — 0 -- — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — -- ---- E, HDR F� HDPI HD. LIZ lit0 l x -rJ T x vil C-51 G 4x4 20 HLDN Ir 4x4 F05T lu 0 L 3 12x I I - 114 L'," L FN M 17 C51 G, HLDN SD2 x C) 12 I\ C� C) 4A := �12 1, 2 5 2 0 @) Q 0 @) 0 ti 24. 20 x 0 0 5 D-9 4x4 4x4 POST G33G P05T 5D2 m'd C51 G X8 H PIP, 4-YA21FL, B�vl HLPN tc� 1311vi -7s 4xG 1A j 9 1- k�) 1 2'- 0" t­i tfj i VV111t, N. (f) I b A t/5 HLDH 17 4x4 POST ST4G-2 G A 355 VVY, CS @ 3D2 ) FLA 5PLICE P -F Q 117a, X J( I I x ------- :!t uj 4 fn to by EA x 2� F �E-A)2 NP C-51 G D BL r2O HLON < STUD -)2 SL Z 2G DBLJ5T xn I -5D2 q1 I G" o1c 13AYS I E. HDR 20 2xJ 2 F.J. 20 10 S D, I SDI 5 < C-5 i G hDR, CQ 3')1 4x4 PAST �b4x 10 POST I I - 4xG r2O 2 5 CON C51 G 832 HARDY FRAME 5D2 V1411 IF -cc, ,,jj'EPC44' -11F�0777,71 I tL _T J L 'C7 /-A - 1 1 - I,A j_AL"'I 7 CONT� 5 r C51 G 33G 12 �517)HLL - t­ -3 1­ 2) 1- -N - 1) Q 7, '�- A HLDN 24 C) I , I �­ I- - - r CL (V w CL; 'I, l 11) a2 5D2 L- 0 OIA14 (f) i -.3 5 Q) 0z 23 Od [v. 0�z N 0Z C� LTF lu fj ib nc 16 21 y� ------ 4x4 4x6, x POST 5D2 SDI POST r -1 TYR, HI)K- f.HDR i r - — — — — — — — — - — — — — — — — — -- 1110— — — EXIST R.R EXIST R.R. 4 L— — — — — — — — — — — — — — — — — — J 4 C51 m L Ill — POST 4 4 POST C', y5D2 ET 0,� A� Z� 'Fl 51 flgg igm IQ ­4 2% 0 U ,ji A fKAMING NOTES 1. 5ff 511 EET5 5L) 1 TI IF,(-',UGI 1 5D2 FOR, GFNEFAL t, If-)Tt:5 AN D TYPICAL OETAI L-5. 2. TYPICAL FLOOR SHEATHING: TYPICAL ROOF SHEATHING: 23/32" k,1,/OOD5TRUCTURAL PANEL 15/32" "MOOD STRUCTURAL FANFI, 24" e)�r; 51'All RATING 140 SPAN PATM,(3- T$G UNDERLAYNIENT, EXPOSURE I EXPOSURE I B.N.: I CIJ AT G` oc B. N.: 8ci AT G" oc E. N .; 1 Od AT G4'oc- E, N.: 8,A AT G" oc f. N.: I 0--i AT 10" oc f.N­, 861 AT 12" oc /0 U5E KING SHANK NAILS OR 5CRIDY NAIL5 AND GLUE PLYHOCID TO FRAMING, * 'v'VOOD 51 KUCTUKAL FAHELS SHALL CONFORIvi TO UbC STANDARD 23-2 * 23-3 3. S.P.W = SOLE PLATE NAILING. USE I Gd BOX NAILS AT I G` oc, UNO 4. VINDICATES SHEAR kjv'ALL. SEE THIS 5HEET FOR SCHEDULE, ALL T--= / NAILING APPLIES FULL. HEIGHT AND FULL LENGTH Of WALL, U.N.O. 5, '-JrU(;t tLAIES 01- I:XTtRIOK WALL5 T\NU 5HEAR, tVINU­5 PtK (--LU.N.ul. w G. INTERIOR NON-13FARING WALL HFADFR5CHFDUL'1 MAX SPAN MAX SPAN HEADER 512E < 5!-0ll 'NALL ABOVE < 101-01, WALL ABOVE 'Z',4 FL N/A (2) 2x4 ON EDGE 4i-0ii D'TR 4' 4xG DF #2 1 01-01l FLAIN5 ior 51ZE, F`051'WN 15-FRAP 4 M" I OlUAL NUMHP OF NAIIL� L-A A,' i AT 516FR ti i0d 10MMON, 1( 'OVIDE N t) kll�4 I� INin f7* 4 X, A 0 V fKAMING LEGEND G'LI3 = GLUED LAP,41NATED 0�,E-Alvl: 24-00 Fb !,&E IJC = I-JO15T COMPATIBLE GLB: 3000 Fb 2. 1 E NOTE: 2400 Fb GLIJI-AM5 WITH I-JO15T DEPTHS ARE NOT SUITABLE FOR BEAM'S IABELED'UC! LVL = LAMINATED VENEER, LUMBER BEAM: TKU.5­10v5f: kIfCKu-LAfvI 2GOC) F-1- 1,-;',E LOU151ANA-PACIFIC: GANG -LAM 2G50 Fb I ,BE B015F-CA5CADF; VF.R5A-LAN,4 2800 Fla 2.()F SYMBOL LEGEND INDICATES 5PANI AND DIRECTION OF ROOF RAF1`FF.5 CAR. R010F XD15T'S, INDICATES SPAN AND DIRECTION OF CEILING J015TS OR FURRING, < INDICATES SPAN AND DIRECTION OF FLOOR J015T5. fOUNDATION NOTES 1. SEE 53 TIT 5 1 FOR GENERAL NOTES AND TYPICAL DFIWLS. 2, 1. —,111"A!L 5LAlb-ON GIRAI)�E 41 T 1-110� CONCPFTE, VVIT h GxC - 10/ 10 WELDFI) WE FABRIC MID HlIGHIT IN SLAB 101CIR, 211 'SAN[) OVER C md. VAPOR, 0- !Nn� CY\1 E5 �3)W50N H I 122 or FH1 h0LU0lh1N FTK 0 3. S' FO� t T�-L-I`01,JN -.:D �DAI .-W I LAI T M �3 E D E N T OF 7 N 0 TT I E CO N C RET E, A N, DR 60 Ll by IC,i N G SHALL NOF EXCEED G-O", I -HERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE E�OLT LOCATED NOT MORE THAN 12" .N �5'1 '� &,�� - "I �,� �-.- 1 - 1;2 ,,, 'p"', CINDMI 11111- 7- 1 il2t; �,K E 4, hCUDDOWN hARE)WAU MUST BE SECURED IN PLACE U, r< AP " , " , , " _6 cavIn 0 g I " 14 0, 1 A, -,� 1� i 1� � r I= " , I , A , A, , A0 k� I ta ta J`N, a 161- .41 R HIP", V11 51 �ag gq� 2mid"", v A� �4 Rj wj R WN % g n 1 16, 111, Q 2xK.5. w/ EN El -7 b Q 77 0 ry Qm 0 U -0 () r r% Q) — 0 s. 0 0 z L ry Lu 11 1 uj 0 Z U ) Lu > 0 0 LOZ5 z 0 LLJ Z 0 1- L 5842 or ENGINEER OF RECORDS u 0 F) 0 LL- 0 0 U-i ry LL— tU, C) y > < < U—i 72 u 111 T) oe/— Ew -Z 0 DRAWN BY: kB. CHECKU By: f.s. SCALE: A5 NOTED JOB NO.: 04-052 PERMIT #: I 5HE ET S-!.2 5 BA'(5- 5LK'6, 11,411N., IUNLO.. 5rEE PLANS 0 @ 4 06, ad to FILAINE bijj EXIE-N-F P of 50' 5EE LAN5 NJ 2x F5,', N/ L-55-O'5 15/32" STRUCT, I W.5.1', E.N,—> EN: 8cl @ 4'bc, U.N.O. [,I au I ?, BLOCK ALL EDGES FJIL. Tlrp. E_N., TYR /--FLU5H 5FAI-11 iu('t 7 x i J,� 16 -j "I - 'Y, I i-AP V\l/ /,d! ib, d SHAPED BL'6NG vql ib"O', te:, PLA TE SHP AR, T R A N 5 F [_-_ I -, 2x _9HAPFD PLATE wl (4) 1 GJ per BLOCK 5.11. 2x RAFTER or 2x NAILEK zis PEQIID. (E) 2x BLK"G, 5s E.N_ TyP, 'JF @ I G`oc. U. N,O, on PLANS BEAM as OCCURS '1 lEAF,`,,-,TFvFALL PFF, Flj&ll N_7 Nkj F! Ayty',`(,n7) :2 Fit @ 5HFAKVVALL PER PLAN 2", b 2) .2"x/l 'PLAFEZ' 5HEARWALL PER PLAN rD-At--A! 1 iAlAj I FIA)5H HAIM 2 x F T A, b d @ &!'o 6 S,iiivlP ON A5ii-' @ f!6' A34' !A 51-01oF Fill to Ril'Al '101151, U.N.O. on RL-ANS, ENTIR[F A: N i0d per. BLOCr, El T'f A �Vl 1 2,x, 2`x4" CRADLE GRIPPLIES, III A`55 -1-Aj jx& SIMPSON cc, BM to 15M CAP x t_L N/ SIMP57,0N x IRP PLANS CONT, FL BM, SEE PLANS l— i F�PMIA (�ONINFI-TION 12 + + /Z + A 11/1 + Hif,, SEE F! A,l J_ TRENCH EXCAVATION; 5ACK FILL per 3. FINISH Of THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE WITH THE 51AINDARD APPEARANCE GRADES OF THE on Fl-AN5. SEE- FOUNDATION 1. ALL 5TR13ER. SHALL BE DOUGLAS FIR - LARCH WITH 19% A.I.T,C. NOon ON6I MAXIMUM MOISTURE CONTENT Of THE FOLLOWING GRADES, CONFORMING FTI-t�' IT TO STANDARD GRADING RULES FOR WEST COAST LUMBER NO, 17, 4. EACH GLUE LAMINATED BEAM USED SHALL BEAR A GRADE MARK OR E,N,, UNLE55 NOTED OTHERWISE, THE LUMBER GRADES AS SPECIFIED HAVE A CERTIFICATE Of INSPECTION IDENTIFYING THE AGENCY AND 2 BELOW MEET MINIMUM REQUIREMENTS: THE STANDARDS USED FOR, MANUFACTURE A5 SPECIFIED ABOVE. THE MARK OR CERTIFICATE SHALL BE PRESENTED TO THE BUILDING PLATES, BLOCKING .............. ....... .... 5TD OR 13TR INSPECTOR OR DEPARTMENT WHEN REQUESTED. T-f - ----- STUDS TO I O'-G' IN HEIGHT .................. 5TD OR 5TR STUDS OVER 19-0' IN HEIGHT ............. .... NO. 2 875 Fb NO TRENCHE5 BELOvi THESE LINES 2X RAFTERS, JOISTS .......................... NO. 2 875 fb GENERAL NOTES 4X BEAMS, HEADERS AND POSTS ................ NO. 2 575 Fb GENERAL RARAI-1-t-L I u c_)0_j`­N(_-6 4X4 POSTS, HEADERS ......................... STD OR I3TR. - ------ POSTS AND TIMBERS (G.X AND LARGER) ....... ... NO. 1 1200 Fb PlOr-_ i E r 2 A'R,6, ER THAN 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1997 BEAMS AND STRINGERS (CY AND LARGER) ......... NO. 1 1350 Fb UNIFORM BUILDING CODE AND THE 2X I CBC. 2 fi 2. UTILITY GRADE LUMBER 15 UNACCEPTABLE FOR ANY PURPOSE 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND INCLUDING, BUT NOT LIMITED TO, BRACING, 51LL5 OR. RIPPLE 5TUD5, ANY D15CFNEPANCIE5 SHALL BE BROUGHT 0 THE ATTENTION OF T'HE fH15FOR-FION of FOO-1 N6 ARCHITECT AND THE ENGINEER. -A PR 1 N 6� L -'FER TYPICA IN E-3 F it x 3 WHERE P0551BLF ALL LUMBER GRADE STAMPS SHALL REMAIN ON 3 CONTRACTOR MUST CHECK DIMENSIONS FRAMING CONDITIONS AND DETAIL SHALL NOT 13E USED CLOSEP, THAN 5" TO END OF FOUNDATION Lul i ADEQUATE FOP, REPLACEMENT of HPAHD22, MTT28B, I min, [ITT25), FHD2: FHD5: hD2A, HD5A * HDGA 4x POST,. 5EE PLANS 51tvit',50H 'HTT22` HOLDDOWN 5/811 0 SIMPSON 'SEP EPDXY AN CHOP� Tv/ 10" nun. EMBEDMENT INSTALL PER LC.15.0. REPORT #5279 1. US11 Of T,WAH('HORAGC IdETHOD KEGUlf-l-r- a SPECIAL INSPECTION of ANCHOP, INSTALLATION. il -4 1 i 'i 111-4 A 51 IFAK INSTALL TWO WEDGE ANCHORS FOR EACH A.B. TO 13E REPAIRED. AT NON 5t-IF-AR\V,ALL AREA INSTALL ONE GE ANCO�', � F, FOR EACH A.B. TO BE REPAIRED. 2x STUDS 0 1 Obc IDY REDHEAD ffdLJBOLDO 1T VVEDGE ANCHOK, C3 WEDGE REQUIRED. (E) FOOTING 'D N1 (5) 16-d EAGH SIDE 2,x 5 rur),5 @ lb oc, AF, 5r-E AN,,,Ir3 I , 1_i_ ; �_ , JIL t EX F, Ax 11105 T A 1 -nl� M I- A I., �l FTI) llb 1 if 7 jT--j k 1 5 BAYS BLK,`67. MIN., rE,K, TYP. O M. 14 c:', 1, 1-Y j Al— 1 A' 5P_ NAIL_F_� _N1 (224) 10d (1) #4- TOF Tii 150741 GONT. HOLS)PONN IL COMM IN to4"o(, to e',LK'C7. P! ATP Li_l 1, 'Al DETED�1,4111NE710 '9� EXTENT F53EIE Pi A\115 'HT-T 1/'PHF)l 20 Pt/ l "-ST E3 1=.VFI oar Zi AN IN5TAILL, PER CITY OF L.A, A13-E' S_. U115 APFOIATE FOR, HPAHID222, STHP/10/14, MTT'_'�Bt ilk I-22r A A;i THAN!, 5' TO F11,),65E , , LUMBER AFTER INSTALLATION. SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT AND THE 1---rRPENPl(JA_AF TO FOOTIN62.5 A ENGINEER SHALL BE NOTIFIED IMMEDIATELY Of ANY D15CREPANCIE5 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PU55URE OF, P0555LE DEFICIENCIES. TREATED FIR. JOH TREATED FIR. 4. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED AS 5. EACH WOOD-15A5ED 5TRUCTURAL­U5E PANEL USED FOR DIAPHRAGM SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. H00i�-_'F ond 'E3l__N0E') min) CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND Of AN ICBO-APPROVED COMPLIANCE ASSURANCE AGENCY. 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, 51-10KING, ETC. G. WOOD -BASED STRUCTURAL -USE PANELS SHALL MEET THE REQUIREMENTS 15 THE 50Lf RESPONSIBILITY Of THE CONTRACTOR. OBSERVATION Of VOLUNTARY PRODUCT STANDARD P5 2-92, `PERFORMANCE STANDARD V151T5 TO THE JOB 51TE BY THE ARCHITECT AND THE ENGINEER DO NOT INCLUDE INSPECTION Of CONSTRUCTION PROCEDURES. THE FOP, WOOD -BASED STRUCTURAL-U5E PANELS". ALL PANELS SHALL BE 0' HOOK 800 HOOK GLUED WITH EXTERIOR TYPE GLUE. CONTRACTOR 15 50LELY RESPONSIBLE FOR ALL CONSTRUCTION 101 METHODS AND FOR SAFETY CONDITIONS AT THE WORX51TE. THESE 7. ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELS VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED JR, 3d, �or 411- CONSTRUCTED USING WOOD -BASED STRUCTURAL-U5E PANELS SHALL BE IN5PECTION5. R 4d For #01 sand LAROER FASTENED WITH COMMON NAILS; HARDWARE SHALL BE NAILED AS OTHEKWOE L30X NAILS MAY BE USED. 5PECIFIED IN NOTE NO. 6, G. DE51GN, MATERIAL5, EQUIPMENT, AND FRODUCT5 OTHER THAN THOSE NAILING SHALL BE PER CHAPTER 23 Of THE UNIFORM BUILDING CODE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE @ ,, ONC: 400, cl, MllAs UNLE55 NOTED OTHERWISE ON THE PLANS OR DETAILS. CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL 15 OBTAINED FROM THE OWNER, ARCHITECT, THE ENGINEER, AND THE APPLICABLE NOTE: IN ADDITION TO SPECIFIED NAILING, FLOOR SHEATHING GOVERNING CODE AUTHORITY. SHALL BE SCREWED AT EDGES AND FIELD WITH NO, 5 x I - 112'kIVOOD SCREWS AT 12" OC. FOUNDATIONS NOTE: ALL TOP PLATE SPLICES, 50LE PLATE NAILING AND I -JOIST 1. ALL EXISTING FILL 501L AND D15TURBED NATURAL SOILS ARE TO BE BOTTOM FLANq" IM41NG MAY BE CONSTRUCTED U51NG BOX NAILS OR EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. 2 TY F RIFINF-0F(",11,N6 5AR P i A l l 2. FOOTINGS ARE TO BE CARRIED A MINIMUM Of I "-G" INTO FIRM 8. METAL FRAMING CONNECTORS SHALL BE TH05E MANUFACTURED BY UNDISTURBED NATURAL 501L OF, APPROVED COMPACTED FILL, 5IMP50N STRONG -TIE, AS SPECIFIED ON PLANS, CONNECTORS BY 3. DE51GN BEARING PRESSURE 15 1000 P5f WITH A 33% INCREASE MANUFACTURERS OTHER THAN SIMP50N MAY BE USED PROVIDED; FOR SE15MIC OR WIND LOADING, V L AK ALT RNA iE RT R 3 a) CONNECTORS MEET OR EXCEED THE CAPACITY Of THE TlYPJ(,AL 5ENf)5 I TYP. 4. RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN 13ACKFILLING SPECIFIED 51MP5ON COUNTERPARTS BEHIND WALLS. ALL WALLS 5HALL BE ADEQUATELY 5HORED' DURING j CONNECTORS ARE APPROVED FOR. USE IN A CURRENT ICBO EVALUATION REPORT THE 13ACKFILL OPERATION. I'll 9, PROVIDE I XG DIAGONAL LET -IN BRACING (AT APPROX. 45 DEGREES) 2 VET -15 EVERY 29-0' MAXIMUM IN STUD WALLS NOT SHEATHED. BRACING REINFORCING STEEL (CONVENTIONAL FOUNDATIONS ONLY) SHALL RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL i 7 R , I` I 5AR A POUN:) WITH 2-dcl PER 5TUO AND 3-5d EACH END TO PLATES. STEEL 1. REINFORCING STEEL SHALL CONFORM TO A5TM AG 15, GRADE 40 FOR LET -IN BRACING MAY BE USED PROVIDED INSTALLATION 15 PER. 51ZE5 #3 AND #4 AND GRADE 60 FOR, 51ZE5 #5 AND LARGER. (IORNER5 or MANUfACTUREK5 RECOMMENDATIONS. 2. WELDED WIRE FABRIC (MESH) SHALL CONFORM TO THE LATEST 10, PROVIDE FIRE STOPS AT ALL INTERSECTIONS Of STUD WALL5 AT REVISED A5TM AI55. SMOOTH WIRE FABRIC SHALL CONFORM TOA5TM FLOOR, CEILING AND ROOF. FIRE STOP5 5HALL BE 2X NOMINAL A55, YIELD STRENGTH GO K51. N THICKNESS Of WOOL) AND SHALL BE THE FULL WIDTH Of THE P ENCL05ED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 3. WELDING Of REINFORCING STEEL SHALL CONFORM TO AWS D 12-1 10-0' IN THE VERTICAL DIRECTION, PROVIDE 2X FIRE STOPS IN USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SHALL CONFORM TO A5TM A70G. SPACING Of 10'-0' IN EACH DIRECTION AND AT THE SAME LINES AS r. !N-1 41, FIRE STOPS IN ADJACENT STUD WALLS, 4. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR t DIAMETERS (2'-©" min,) AT ALL 5PLICE5 UNLE55 NOTED OTHERWISE, rc� R IME IF2 1 1, 1 11. TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE " AS 5TUD5. SPLICES TO LAP 4-10 MINIMUM AND BE NAILED PER 5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 3G BAR THE DETAILS. DIAMETERS (2'-0" min.) AT ALL SPLICES UNLESS NOTED OTHERWISE. ifT N-A 12. BOLT HOLES IN, WOOD SHALL BE 1132" TO If I G' LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHAH HAVE A STANDARD CUT G. SPLICES Of HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE )F 607. WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. ' STAGGERED 4'-OMINIMUM. x F 0 A 13, ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION Of 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND W O UM R I FORC NG N E55 NOTED THERWISE 4x P05T; 5EE FLANS r 1'l-lFalON 'HTT22' L j 41 1-- 4 / i FOOT #z! -110p 1� E-C/T -�OiVi SHEATHING, PLASTER, ETC. SPACING A5 THE I 14. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLE55 6. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST SPECIFICALLY DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL EDITION Of THE UNIFORM BUILDING CODE. MEMBERS SHALL CONFORM TO THE PROV15ION5 Of DIV151ON III OF THE UNIFORM BUILDING CODE (SECTION 3.2.3 Of AN51/NfoPA ND59 1). NOTCHING AND BORING Of STUDS AND TOP PLATES SHALL CONCRETE (CONVENTIONAL FOUNDATIONS ONLY) CONFORM TO THE PROVISIONS OF SECTION 2320.1 13 2320.1 1.10. 1. ALL CONCRETE 5HALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF It 15. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL 2500 P51 AT 28 DAYS. SUPPORTS, USE 2X BLOCKING AT CONVENTIONAL FRAMING AND ------ ______j I-JO15T BLOCKING AT I-JO15T FRAMING. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH Of THE J015T OR RAFTER. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO I G. CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 6-0' A5TM C33. O.C. MAXIMUM FOR ALL JOISTS MORE THAN 12" DEEP UNLESS BOTH EDGES ARE HELD IN LINE FOP, THEIR ENTIRE LENGTH. 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO A5TM C- 150, TYPE 11, LOW ALKALI, OR AS REQUIRED TO SATISFY SITE 17. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO 501L CONDITIONS AS DETERMINED BY THE PROJECT 5011.5 ENGINEER, f:� A -T THE FLOOR J()IP�lPj�THIN6. I 1_'x or v�l @ U.N. 0, an P'�-AN5. 5iEF FOUNDATION 4. THE FOLLOWING MINIMUM CLEAR, DISTANCES BETWEEN REINFORCING 151 NAIL GUNS MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT STEEL AND FACE Of CONCRETE SHALL BE MAINTAINED UNLE55 NOTED FOR, NAILING Of PLYWOOD 5HEAR. WALLS, FLOOR SHEATHING AND ROOF OTHERWISE: i,-l`t0rTT_,N, RE_y"j 'E iN 3. SHEATHING. 5LA135 ON GRADE .................. CENTER Of SLAB GLUED LAMINATED LUMBER CONCRETE BELOW GRADE, FORMED .............. 2" CONCRETE BELOW GRADE, UNFORMED 1. ALL FABRICATION AND WORKMANSHIP 5HALL CONFORM TO AN51/AITC (poured against earth) ... ....... 311 STANDARD DARD A 190. 1, A5TM 0 3737, AITC 1 17, AND THE CURRENT CONCRETE EXP05ED TO WEATHER ............... 1-1/2" EDITION OF TIMBER CONSTRUCTION. TESTS FOR GLUE LAMINATED MATERIAL SHALL CONFORM TO ATIC 200. 5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING 2., ALL GLUED LAMO�,3gl) WMBER5 SHALL BE DOUGLAS FIR, ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN COMBINATION NF WiTRWATERPROof R.E5ORCINAL OR PHENOL THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. RE50RCINAL GLUE CONFORMING TO THE FEDERAL 5PECIFICATION5 NCB TEc;: MIL-A-397-15. USE COMBINATION 24f-V4 OR 24F-V5 FOR SIMPLY G. PROVIDE 3/4" CHAMfER5 AT ALL EXPOSED CORNERS. SUPPORTED BEA95 AND COMBINATION 24f-V8 FOR CANTILEVERED C tL) AT r7L!, 5H`LC,!A11NIPCTION of AN'C,il0Fl N'15TA_LATION, BEAMS U.N.O. 7. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS Of o L "i TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE wAjjL5T INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS. i A 17 1 i 0i M lu 1 IN, i L-_ L/ l T!" Ll JA n5 1#1\, -mks Ink A00w, I 4) SIMPSON '5EV ElNI TOP of SLAB rn � 6 0z N 11 u co 0 'T ry dm :7 0 -0 C]i Q) z L Q) 0 fi tu z tu > < cz N Lu — _17 z IN 0 ENGINEER OF RECORDS (S) t < Lu > LLJ LLJ < r ry Lui,,� A Q UJ 21 (S) C) 0 0 < =0 Lu a-/ U-J 0 0 > Lu Lu R/ DRAWN BY: A.B. CHECK U,(: 1`.5. SCALE: AS NOTED JOB NO.: 04-092 PERMIT ,; , _ {{� �A 1 I�> p - - -- E.N., TYP. L.kN J i k;,--, cal > 11 Y f / ,y W✓, b1:P✓-,.;5 n1Y P 1 .,. /T Ai4 bra — \ _ �� _, _ 16d @ 16 — - - - E E NAlL1Nt FRAM,N6 cat 141 PN. ( c"' t / LAN{� CJ r'�� / ry T-} L� ,r �,?,` T p� /, C, -{-ILA 1V Y 11,✓ `31�!',+�t0 t.+' < / y^y �^, r^.I +nI� I J1.11. {i� t Lt'\,J,}� 1 il",.r... - - - {�} 1, Wt F 1 1 iN✓Ci �. e L _ _ V �. `},� i� y /;; ,�, G-,R r,r [�:- �nl h. r` -�k �;',G a �±=: �� ', tS-3 'ti �''\ / ° '(^�`i , n b`1 � `�' /� -, u, i ''n .�' i vl L^a pa- , , Y"...t/ m /.`, .'t - —. _ t: )., t ,6-l; F(A.,. , ,`;'� ✓Y,t J".J5 u l�'-, Its. 4'c, �,....+ �. ,.i..:.+ii. , � � i� r Ind per i K : ` 5 AT or t+} U.N,O. on PLAN I �v r „- f Et A INfi 15RAF S / L �� 2 d� 7PT K t ` r 4,. .i, TlJ0 :a, If �r '� `'� `7 tr , x�' Vx<,�i .`^,�i J'! � �!. � c i F .. E E �.%r-t� �. _ +..... �':<�. 1 _ ,. �.w �. v:v tom. _.r ._. ._ r;vf', w w.kti �,Vw li'ti r. ww or U' 1E EOUAI NUM15ER of JOISTS, TYP- - 5LK . PIA HRA I I NAIL in r OSr ABOVE <... - -- �— .a ( ALLED OUT � lL, MfN t �— 2x FLAT c ;2"oc PARA! I EL FRAM1NC USE 'C,516' Si�'A"'� wt! r 2x .JOIST N1 � J'r�" T� ry ?x t U.N.O.UNOon ;LAN, ENTIREL ` 16 ac_, � YP. ti.,1 w oo ,. sr.„ � J '`: <„ ' /'., - r t; ''s'°-r p'l,ii Y, ._"_'____- -` av r, ,_ Y I. w a tt_ i tE ji t :... :.r t la.-r '��. :... ,.: -+', t'' C.. , ._....- ram ; ! i= F. r SIDE `E�' n ``': " ,: - LEA, E%U, 'UNKO, on r LAN5 �___�— SEAM( ! r , rui tom, ( c ri i . N L � 16' , T P. - 1. RUN LONG DIMEN51OOF FLY'',NOOD A(,RO55 �. 1 NIAI E-F WHEN G�C6UR,5 ,�,r _iYi M. to ly '� AeY A � � w -� 17 ��U � � ILINC� A��LI!r< TO PERIMETER � e , j� >ram;a41�I /�.a r� `1;; _E �I,i=1 i ! v,a12 r� , 1 - _ -v"I; .,-vr� , .! h ! P TIE i i EII-, r".laf;R!7 D Aa �i AC 'A!'r' E I 1. ,<,.._..:...,,.. y,r::. i "rt .! i .-� :(�-_ ,A.I :r ,f, _. ,sue 4,. _ =t:.a„ ,.r ,y,,._r._� � t s , �� tz I � f a ' � " i' r � x i `�. ` ; �, --t - M F , - - 4, SEE PLANS FOR NAILING. _ ---- ----- �x LATE wr NOTE: 'HAN( � l r N II S HAVE MIN, %A" F r� T NC,"T .� C o �. ,. v Y � aNA>rL /� Iti i"1>� NIS A a {`Li3Ei Bixi`vis .J,i.`j !"3 r''"vki,,, .. ,.._ ;" v .,`',, ,.,.\,.. :✓ +-'tu., .... ;'t,.f f % fi I, SEE PL.AN5 for 517E to Oc' UR of VTR. / U .�. on CAI' 1N A 4"-;0 M0i U`LI TO �0i I KITH FL"'N00 . � u/ � 0 L_Ir E oF SEAM T U15I TON6U ANI? 67ROO E PLYNOOD AT FLOORS DJ %A 5. SEE !It-tA,I 'B FUR �1-RAMiN6 AYtERE i='I YNOOP � �•' JCINT5 ARE OFF5ET PUE TO RAFTER OR .J015T LLJ N'_. . Y — -- x r, t 4 __ Si /' S c i7✓�"n �c (' . � l5' i /r r s O _NA 15 TEA L? NF.% t`..'! .�'i ':�,X- a.-,� i :✓.-L„ '�' .4 S { ...? —" _ - NON BR- WAL L5. (2i !od tor` 6' DEEP 2x JOfST wf SINiPSC7N -`% - 5T22 STRAP �% ��'= r ,,� r � _n PLANS For SIZE EVERY OTHER,JST � � r` � t2) I&d por BLK., � J � Lu � N 0 U' 11GR. fc E3EAE•A ? ` 0 <, I _ F END �; -,E a �� t 1 I �'� � EN, `I YP. - �7LK� EN TYP. A A h, / .,.., f �` p -A -IN6 / I$ 5TA66E� 'EA 511E cif PE�'TN -� E.N. ­"YP.--- / BEAM wI — -- -- 2x 1015T w,' S1M(� U5E DEL TRMR, Iri r` TYPICAL FLUSH BEAM DETAIL , 1 Yxi C>t ' ARER RAFTER T C7f 2 4 at PERPENDICULAR J015T5 / I I � 16d @ i2"o� -, IMPS --ON , i 'H ' r ry ^ r„ - a,.r;;,�_ : p . ,,.= t ! y_: , ,� .. "4 i _„ .. +f.:" , e.r _ n ! --r- i .,, „ ,� ,, .,< � �t"`, �L �'i� �,�_ _`^_ `"'� ,--t- �'�`� � ! L� t � !- - - I ~� �3 � ;�� � I%'.�;�c c;M�-t;, r# ,.I� �'�* y:. I sr r , AI �U @ 6 oG — �, r - I � ti L-)L } , L � , v �. / LCG . to 5!U 1 N}{CRi?PENIN h II/�fL ifi 0 i,: O 1,9, � � I ,--, I :f Cid "t?t" r _fie --- !i k � x , .�� �3 L 2� �. ' SIM�S�N ��L���wNS I � p� 4 x I �.N. -__, �, �' -- �-- -- 2x ?l�iNDt?Ye SILL � � ­A ...y - :.�__--__.._fJ It, >rl �--iA I +-', '+ t�•' i, _._ , . HAUL �w> T" t j ,w 1 x RAFTER' TLC W: (;'>I � - ( I 1 _ __ .____ .. _ ...__ ...__-_ _, _ .__ ... _ . _._._---------- A_ ..___-.__.. __._7►�.1, p �g i { s % / I I `GAL i 1 k '`a IOR, 1i"� 20JOB- DG07i� _2x ELCOKIN16 TGt: NAIL .G RiCiC�C _4i' 2x ±;Y &. C� i "° C. _. ' c, n Fi I ENGINEER 4F RECORDS �1 r2? 16d I±�A rmNl� Per ELK. � _ _ I ��;� 16d EA, SIDE of_—_____� 16� @ I6"o� .._ �t "0, =ens > ,--r�>. ' ,.�,•{ �A, �i��l ow m SHEAR PANEL Ao �G AL„ _'1IMP50N 5 T 2 2' of. PLATES S1�1%7\ T4 �q < peY` �U, aV-✓?�A .h�AI R� 52E�NNviiNti? GONT� EEHIND, ,r_E06ER �— — 2x6 WI- AR THE AT 5i' T. �E T A r =;Y i -;~. � A, P= .--,,�- v . vt' `"fix. rt7 I ��� tCi 1 ti " ,� a _ i� s�E F, , �.. � I IC �. } - '_-#� A N� I '�-? A i`--��'.f- � 1 � �-� —_ -�_-__ __.� —_� E.N., T�'P. --` ,.- 1�; ATE hr'� _ 19 J 16d 4� l6 � , r 1 t i EA SIDE of � STUD or MULLION w 1r 013 J015 _- _..__.-- ....--__._- _ _ __--------___.-__ ___..._..__..-._...---___ ___.-._--- . __._._. _ ___ ___ _. ri LDi\ STRAP per 2x PLATE N/ (1) !6d per BLK. _� 2x LK' , rl A S' FRAME 1 r i..� r / a FLU a"i EEAM S?M SCAN 'A35' 1 -lod ra�r J0. l A� 16 0 : U.N.Q. "�.. ! f� i C GiC 1 C A. 1 L" [� � �(��_ r! �7PE r r per NAR_P . # AMF It., ? ; r - 1 t i I it I C' { c s r t, 4 E A i 2 ;1 �, f' C( 1 F I rI 2001 1 - �G t 3 5PREAD jO;15T5 APART � � 1 e A , ,Ar AC, : q� � , v.../ (� fLu -ARPY `pn j\ F a -cat 1 , ! �-- r. o - to �-—_—.,.-_FC�r'-._._--__ ._._ t.� ,..,`1i`: r t^ r� I s , (. + , . ; r Y ( t i V + � 3$d I�f\ i Y � A�%4+L.1'e� �.i�?,t/t. ��{� fin. �ifb�Ld iJ➢ 4��� IT, P.6 ++� E i !_ I� /� / 2x E! ' t Cam. v�' 2% Iced �__-f GJN ( FL O�R JO'.5 i I I � - s 14d 0 s f� t n i r u 6% t% `� ( } (� ot -DALGON-� 2x 13 ll� I L L " 0 ut',4.5@ or PO 5 A._Li-P- C, Ni i{ t`; I i I f �E LI iy �i 1 �:_ 0LLB. .N., TYP. zooz a7i r- - --- -- � i J ✓ r" A - _�,�_ - , , � __ ,,� � L �,,c:; �,. y., y, sir; ems( ' i f i � �✓ ! I I i EX, TYPE _—. PI t � 6„ r- r 6L67. J5T. SPANS OVER 14'-0" � � � x PLATE w! NLONEL�iN I, � 5�5- `1 L !I r :;� x TES t y 5!�.IP'" % 1 Cf�i LF4'ii�4. RAFTER 1 (�li j }4 (�`c:, r -J- \\ j tt! i)'! J�✓I I .;V., i , P _"` 2x ,.✓E & J i, 1`fYTEE `,{ Af4,rCYF ,7r _ tfj i (:.t i,i - -- - - : / r if t; ' it-,r "; .,�'f ! ;_.. -- a ,,E',_- I fi`i-; /" IG.` i n. "; ".aa i f i+.-/;..Jwl ,.�.'Zi�w. f t;"?�dls v ,. ,. "-'-" s4 �i ;... i'G .a...".�, , w i s,, �''... / 'JaO i I R", i4% ,e� t�G, �� � t-- � �2x �i�E t�L�.� `� �^^,, 7�} ^^t / y �y�/ v RERIEr C7GGUR5; 5EE PLANS `�., til- � f � O i I i{�% Lt VC�E Aiv id �i f..a t� v+.,+V�a' GL (,TR.. iC, A U.N.O.i t1\ , J `. i L F r ^t i ? � (?. - } ^ � r , r lr i �. ,. nx -d I t� i r r Q 43 C� �`� ...�._a- �+,- ,.,.,r i✓. „- a. .6T i'",a � .., ,..-< ,. , rt jOti LEC�k' �.. „d i. 6d per S i I,- , nt c i n ^r! N " 9it C -- - `� 2x LEP(7ER �; (3)16d TYPICAL 5HE-A NA at I�� ECYTION RUN 5H�'AR �j t ` _. � v. 1 .__,_ A„ o ib"o, T P: 2, JST, r#AN E� L9 r — _ _ wx FlREL!� r V J ?. a i(' t nf, �\ kt i; 00 IJ ._25T, � , nr - P, "r +. t E :: T '"E No :Er,i `:1_ f t!AN, "" _-`- V:m'.....,.X (: mc` . of CJi'�r.A .+<� d...J. ..,, ;' N'5' ',..1'Y T, K' 14, 0" . . �, OF INALL ONE CAS L r l J ry m ^'!'z "" , lF2' I; a l A e _ ._ :.�, r- i--ii- ( fi=S , f ,`i"= u, "' a I 7 , —__ ' s' A./ '"' .,I� isi_. £ i. `11E� ii t.xm.<r l.,l, lar i T ;i /° �jp I a �, .+-'r'c, �" k' r1h' {_ u:'% __ _-.__-.___' \ "'� Y �.t ) .ti _- 1 .� ,�Y\„_ �..,14, .. P�,.Ai l..i��Iv�J .,.l��i _-..., td� . •.<, _..__ ! or SEE lea_ h'R,+`�.. =mot -.�i "s�r l..m_ i+ ".'-, W ems._ 4, _„ I IU.i1 i,%. on I"diY:`it{�.�5, � _ _ r , , 'L(,IS° HIC7 . for �;�ANS OVEF '- " ' �ts� 1 E I L i N6 J0� �i 5 to . , .�: ;, , a �-- X .."v { , : }= -- - �`"=____ �,�'viK�C;t'31�I 4� 4;P.+ "I`'{I"r 'V l r "`-�, - x, _ _ �4 s: t , � I w I n uj 2005 17f201 � 1D :.. PPE '� '.rf ___ ----- ..._...... _.-... _._... r"• ,, } s '<>,' h- r •','�. -' .. °,e ik, ; ...; r - '' 3 ' i° Fa 1 t 1t '''/ ! ."-r ` L,r"1 L`' :`r!:.. ` c, ci, . r EA; r J j 5 N '65"Il �f ;1) I� Gi iI 1`� ' !"'I f I i I"I���� to ��,i t,I���� � ! �-��Is��,� � EACH 51E OF r EAM -_ �, w FLOOR 00, � --� 5(MPSC?N 15T221 � �/-"— FLLJStI 6EAhrt EA. END o � M JU�S� - \', L� ,'I '� � f� to PLATE 2x 5,UD wit. 51�c A.B. AIr , � t, l ,; vV 16d @ I 2 "oc r � � % f 1r� �r a \ DRAWN �Y A i .�_.. _7. J + Y.7,.A _ t l iFA,J L: '�.,,Ed 4�' CHECKiI_/ f ADL. ` DEPTH ar I �3�' @ i6'oe U E 51MP ON C. I � �.14 SCALE: AS NOTED u r �--f i Iwr i5' .a. per RAI III- 4 _ x 5 T 1 s5; 51c c! sic �r �a r r fi £ I U.N.O.<r A5 A , t, i TT T U L. . at ,ter _ 1.0 ,- i{3 o 1 I u s i n, !r YV, — ---._ _.___ - 6 i r„• — 7L �. ,JTii�7J i'� E I t it: f ' O i ,^ 0 L k:,.%.,... i "--- "7r;t-rZ' '. iitf tz�..l n or POST, ' HORP 0 TRUSS U.ti.C). on PLANS I n tGUi.S ' -- SEE PLANS 5(fi .P,CN �T - L OG SEAM; AS �'� C,URS ---- SHEET 28 y,. .t „ n ±r ..< + z _.a T-r -.= -a- ,) h _ r - i t, 116 n =, r a = x t _ _ .._.:,_,___ : ,:,,t, ,,.., ram',; ,t r.�t :.� t n r- ( 22 - "`--, , _zn, i `.'� `i t��?E" 1 <�, r ±.zi _ _, _ _ __ ,:: „ { n <: .. , . .. >'.._ i f i i e, I , t--, + r� , : r. , i -� s "ad i t i-a I ,, � : .. ,t : i ,� - I=i_U5I-i BEAM CC�NNECTIC?I~J _ ; ,5D2 Tai _ 17G TABLE-S REDUC||0N FACTOR /N | ALLOWABLE SHEAR FOR | THREE S\ORY 8ULO\NG8 \ HF832 0,78 //FO48 Q74 HF8G4 873 HF8DO (171 HFQ32 a71� HFy48 O71 a HFQS4 HFQ8O 0.70 HF1032 0/l HF1O4O �71 HF1084 0�69 {r108O ORO HR148 O�6A }TUS4 0§8 11F1264 NOT ALiO'VVED HF/2O0 NU/ ALLdW�� HF1364 NOT ALLOWED HF1380 NO ALL0#A U TIH!S PLAN! SHALL []N[Y BE iiCED BY r~ REGISTERED [/�Trn[n �ur/N[[n nn �n(`"|Tr(`T R[°|� [��U O�b./v��� UF\ ,`�uFl|�[u}. �iP[l�D i� '`�`�.��`u /`/ [[)� -�� �N-{�)� �U��D|N(� - - - � - -_ __ ��_. Lj /\ L] [\ \/ L ' ` « K � / i KJ �� | /\ ' | /\ | ' �lK] | |��|\L/ . ' ����|V|�� /|��� |�t[_�_�� |�\J!� /c THE ARCHITECT DR STRUCTURAL ENGINEER SHOULD DETERMINE THE MOST ITRAC L00Q0DY FRAME B: CONCRETE CONTRACTOR SHOULD USE HARDY TEWPLAT[, WHICH WILL ENSURE ACCURAT[ SPACING 8ETACEN ANCHOR BOLTS THE FRAMING CONTRACTOR 3H�LL VER�FY TH[ lE��`LAl� LOC��0N Ch PLACE THE BOLTS IN TEMPLATE (7/8^ B0TS ON THE OUTSIDE CORNERS, 3/4^ B0LTS 0N l"H,E E\ Y@TM 1 PER [MBEDW[NT LEN0TM: P 0 U R THE C0NCRET[ STEP |k PLAT[ PREPARATION A: AFTER SLABS ARE POURED. PERFORM THE REGULAR LAYOUT PROCEDURES, 8: PLDT TH[ BDTTONAI PLATE AND C Ul TO 3A VE S|Z[ AI TM[ FRA ME. }F T|i[ FRN�[. ALL0N T\>[ BOTTOM PLAT[ TO CONTINUE INTO THE OPENING. STEP W: FRAME NSTAILLATION A: SE! |HL H4HDY 71-A"IL AUSN ;6|H iH� ANCHgK B: APPLY THE NUTS 0 IHE 7/8" CORNER HOLD DOWNS, BUT DO NOT TIGHTEN YET w APPLy /ML CV/ ii-,E UV5Kt_ IT TCUTEN DOWN ALL NUTS FIRMLY UNTIL FRAME IS PLUMB AND LEVEL MAKE 5i/RF 70 U5F THF CUT AAA�FR�_ L: THE SHEAR RESISTING ELEMENTS FOR THE FIRS[ STORY IS NOW C0WPLETE, wA|| P0H XL |0 VVALL� F: AFTER FRAMING AND PLUMB & LINE, SCREW THE CONTINUOUS TOP PLATES TO THF HARPY FR4�F, F100R ONF |S (,0MP|FTF WAKF SURF T0P P|ATFS ARE CONT!NiOUS OR AFFLY A �/N/�U� 8F 87-8^ FLATE LA%P. ST8` it 7HE 2 (S[CKED FH44E-)) k PROVIDE 4x R|W BEAM OR 4x BLOCKING BELOW THE HARDY FRAME AT 2ND '70RY B: PRE -DRILL THE 4x RN -BEAMS OR BLOCKING FOR EASY |NSI-ALLADGN OF TM[ ALL -THREAD BOLTS THAT CONNECT FRAMES VERTICALLY USE TEWPLAT[S FOR �CCVR�T[ LDCA�DN� D AFTER SECOND FLOOR IS SHEETED. SNAPPED AND PLAT[D, CONTINUE WITH THE /NSTALLA8DN OF 7ME HARDY NAMES ON THE SECOND 3TORY� 11 PLACE THE HARDY FRAME ON THE BOTTOM PLATE WITH THE ALL -THREADS rn��m'n'wc rrnw n/r r/nQ7 c�TnPv L: AHACH AND 1IGHTN HUD -DOWN NUTS AND INSTALL WOOD SCREWS FOR SHEAR F: WHEN TH[ SECOND FLOOR FRAUNC \C COMPL[TE AND VAL S HAVE 8EEN PLUMBED & LINED, SCREW THE HARDY FRAMES TO THE CONTINUOUS TOP PLATE, N [- � [� /\[ O 1. ENUNE[R OF RECORD aOUU} |DEMT|FY HARDY FR4wE3 TO 8E USED 0N STRUCT;RAL PLANS, AND INCLUDE DRAWINGS H-1 TO H-4 FOR DETAILS AND CLARiF|CATIONS. 2ALL FR�WES |N CO�WON L!NE 0F RES��TANCE SHALL8L H8�HT S�-WE W0Tk USESS [NDN[[R OF RECORD SPEC|F|ES D!STR/GUl'!ON 0F SHEAR ACCORDING 10 R|G0/l|Ll I Ti-iEB«QNEER OF RECORD SHALL CHECK ALL BEAMS 6N8ER THE HARDY FRAMES FOR UPLIFT AND OVERTURNING. 4 THE FNQNFFR 0F RFC0RD SHALL D[SKN FOR 0VERTURN}NC` FOP C0WPRFSTON AM[) T[N�,,,|ON |N TH[ OULTS AND 5 ­1 [R 0F R[CDRD 'I)AU. AL�0 TU[ FUUO�N� A} CJNCR[T[ G[NWS 8) DRAG AND SPLICE CONNECTIONS FOR STRUCTURE. C> 11 L4CH Wa0Y PROWL` AL 0��K/UyN|NC ULS|CN �0K C0�PKLS�|ON � |LNS0N D) FOUNDATION SYSTEM TO RESIST UPLIFT & DQINNWARD LOADS FOR ANCHOR BOLTS AND COLUMNS, 5, LNG(N[LER (.)F �LLCOD is RLSP0%S|5LE FOR DES!gN OF THE [WIIIR[ BUILDING, 7FOR SHEAR TRANSFER OF TOP PLATES TO BEA�, BL0CK!NC. JOIST OR. TRUSSES. 3.51' x 3.5" x 14 GA TUBE SECTION BRACED FRAME SILL BOLTS FT Alf r !UP PLAY i i 3 , Q Z I MPH 1.61 1 Psj 7 1,6.8119, J, pro, 1. ALLOWABLE SHEAR V FOR ONE AND TWO STORY CONSTRUCIMN, 3, ADDITIONAL LOAD P = P ALLOWABLE x 1,33, DEDUCT VERTICAL. LOAD PRODUCED BY 4. NVIND SPEEDS BASED ON Cq= 1.2 AND BUILDING HEIGHT LESS THAN 40 FEET, 13,995 lb& H11/1' b. CONNECHONS APPLY W WOOD WIIH A SPECIFIC GRAVITY OF 0.50 OR GREAIER, Pollow IS MAk ALLOWABLE 1-A IWO ES ER-#5268 OR EQUAL BY ENGINEER OF RECORD, POSTS HF852 THROUGH HF1380 8. WOUD SILL PKIL, WHEN USED. MIEI BE PHISERVAINE- iRLAILD DOUGUES HR. 9, DRIFT AT MAXIMIJI�v` SHEAR IS CALACUIATED, BASED ON ELAS"HC REOUIREMENTS WITH WALL 10. WHEN A HARDY FRAME OR A 18-INCH HARDY PANEL 6 INSTALLED ON PRESERVATIVE ^ n r� n r n ^ | � A� \ [/ ] � |< /\` \\/! L_ - -- iH)S SEC10N IS !HE C01PY LS !HE |C60 APPH0VAL 0N SEP|LMBEK 1' 1909 FOR THE HARDY PRODUCTS. WE 0UA(L UOYMN6S |N |C�0 THE FOLLOWING ITEMS CONSTITUTE THE HARDY PRODUCTS� HARDY FRAME H�RDY 18 �NC� P�NEL HARDY FHAME 5CKEVY"S (HrS) THF HARDY FRAM[ IS A WELDED, BRACFD FRAME` FORMED FIR'8M, L!CHT CAUGE. FORMED FROM UGH-1 GAUGE, COLD FORMED STEEL, INTENDED TO REPLACE THE SHEAR WALLS IN WOOD- OR STEEL -FRAME CUNSTRUCT0N, THE SYSTEM RESISTS Y[RT|CAL CRANTY 1 0ADS. WRLE STAULTANEOU3LY RFS>ST|NC {N-PiAN[ OR OU'�-DF-PLANE L�TERkL L��D�. R[SULT}N� FRD� Y0ND DR E��THOU�KE |i/\iR_� THE TUBE JOINT INTERMEDIATE VERTICAL STUDS SPACED 16 INCHES (406 MM) ON CENTER MAY BE WEMED OR MECIANICALLY FASTENED TO THE DIAGONAL 8E PLATES. &NDSEPO ASATTACHMENT FOR EXTERTR OR |NTEROR LATH|NC. PAMELNC DR DRYVv`Nl APPLCAl{DN1NT[RME&IA7E VER- TICAL STUDS ARE DESIGNED FOR THE WIND SPEED CAPACITY OF THE HARDY FRAMF, DNF 7/8-NCH-0|AWFTFR ( H0F IS PROV!DF0 |� THF W|DD|F- THE STUD. HOLES WUST BE SPACED A MAXIMUM OF 12 INCHES (305 WM) APART, AVAILABLE SIZES ARE NOTED IN TABLE 1 FOR THE HARDY FRAM[ RCLL-FOMED TU8E FRAW[S 'SEL DBAIL 6/S-4 FDR ADD|ODNAL /%F8R�AT�ON, /0P ��) H0/h�� /K�CK� 0*/i�U /d A �l (y 6AC� �CH I�N�-��-B�1�N� �� � 4� �ECE C-CHANNEL, DESCR0ED IN DETAIL L 5/0-4. AVALARLE SIZES ARE NOTED UV TAR F 3 FOR THF 18 |NCH 9ANF| HARDY POSTS ARE FABRICATED FROM Nn� 14 CAGE [0.0747 INCH (1.9 MM)l ONLY. COLUMN LOADS FOR RECOGNIZED HE|CHTS ARE SHOWN IN TABLE 1. D[M|LS FOR THE HARDY P05[ IS SHOWN IN DETA|L 1/11-4. HARDY c[7�\��� �/`�-VV 'A��\� ' . ` `~ � ^- SCREW ^_ . , �. . . `~/ . DESCRIPTION: THE HARDY FRAME WOOD SCREW IS AM ALTERNATE TO WOOD SCREWS USED IN LATERAL WAD APPLICATIONS SPECIFIED PRO; NSC W22 STEE S4[ T OF ZNC AND DICHROMATE. THE DIAMETER iS 1,1/4 INUH ( E H[X WASHER IS 3/8 INCH (Q�5 MM) ACROSS HEX FLATS AND y/�� |NCH (14 IvIW) ACROSS THE WASHER. AND SCREW LENGTHS RANGE FROM 15 TO 00 INCHES (38 TO 152 V K). ALLOWABLE WOOD SCREW DESIGN VALUES: DESIGN 13 GOVERNED BY THE COD[ AND THE REVISED 1901 [DTON OF AND THE SUPPLEWENT TO, THE S/MF NATIONAL D[ICN Y[QRCAT0N3 F0R BY REFERENCE IN DIVISION |U. PART i. CHAPTER 23. OF THE CODE, ALLOWABLE LATERAL DESIGN VALUES FOR WOOD -TO-M[TAL AND W'ODD-TO-'vV0OD CQMNECT(O�� ARE S[`[C|F/[D !M TABLE5 7 AND DALLOWABLE LATERAL DE |0N VALU[S ARE B�5[D 0N GEKD\NC Y\ELD ST�EN�;H OF 2i9.O0O PS\ (�5 �PA� ALLOWABLE WITHDRAWAL VALUES ARE DETERMINED IN ACCORDANCE WITH SEC1|0N �� �~ �~ ��� �� �� �] �� U 0 �~� �� �~)�- »� �� � �-�� �� X � �� n o x� n � �_ � ��� �� ,� 0 x� �� � � � " o ,~ p18X T.� X T.- % 1� �� �4��L�a ALO- DR|FT ADD!!!- WIND- PERPENDICULAR TO WALL' WA8LE WABLE VERTICAL -- ' MAX|MLUM W0D�| ��N 3 AT�AX� � DN UApLLLU!F-T �ALH NUMBER 0N) ��N` B0L| V �HEAR H[AUER 1ONAL OADp}|�Q[| 0N pO3T L8� �DDD � W]HT � EXF, B �EXP� C �E�P� HF/U-l8 /8 18 2850 --- lb.U0D lb.j�J 10 130 30 18 HF78-18 7� 18 /�' 70 4Q --- 1��UQ8 21333 118 130 130 130 Hi O18 g YU 7/8^ D|kMI, 241O 0161 --- 15300 1 15.I33 10 {5 i3D lJO l3� HRB8 9225 18 l 8" 3982 15.080 2�3II 14 15 130 130 130 2lJ2 a205 --- 1n.UUD 14.��� R 12 1�0 1JU 11O HF918 1O425 ?O 1 /R^ 3523 15.00O 15'33J 12 12 130 120 1 110 HP�6178 7725 78 u26S --- 75.00O 15.333 8 72 1JD ?30 0 HF1018 1l6,25 18 1 1 "06� 3159 a 421--- 15.000 2A333 12 12 1 130 120 110 F0R Sk i NCH 214 0 i BF 4^448n 1 |BF/FT 14.5939 N/m 1 PSF 47.88 Pa 1 ^PA 1,E61 K[r,/HIp I PS[ Fa.~9 �pQ 1, ALLOWABLE SHEAR V FOR ONE AND TWO STORY CONSTRUCTION, 2. 0AD P ADD0ONAL LOAD ON TOP 07 PAN[L 3, WIND SPEEDS BASED ON Cq=12 AND BUILDING HEIGHT LESS THAN 40 FEET FOR OTHER Cc AND Cc, |S R[O0�R[D k CONNECTIONS APPLY TO WOOD WUH A SPECIFIC GRAVITY OF 0,50 DR GRLAJER� V � . 5, THT 1/4 0 x 3. LONC� WOOD SCREWS ARE FORMED FROM AID 1022 5THL. GRAD[ il THE ALLOWABLE LOAD FOR WOOD TO METAL IS 300 POUNDS C0MPLY|NU WITH, HF3 OR |C8O ES ER-�52O8 OR E0UAL BY ENGINEER OF RECORD. . 6, VV00D S|LL PLAJ[, WHEN UTD, WUST BE PR[S[RVOcE-TREMED D0U�'EC F|R, L-' 7- FOR SEISMIC 70N[ J 4 U}CAT0MS, WALL WEIGHT CANNOT EXCEED THE TABULATED VALUES. HARDY _pANRS, RDR(FT iS CAiCUiAJFD. RA3FD ON F|AST|C RFAFN U!R��TS W|T|| WA|! HF78-18' 0818` INSTALLED ON UNYIELDING SUPPORTS, HF918 & HF1018 0 VHEN A HARDY FRAM[ UR A 18-}NCH HARDY PANEL 15 !NSTNLLED ON PRESERVATIVE /N4(LU W00U SILL HLAVS. /n AUU(//0NAL 00/ vAVSLi) t;r �00� SILL PLAT[ MUST BE CONSIDERED, BOLTS: ANCHOR BOLTS AND LAG BOLTS SHALL COMPLY WITH ASTM A-JDT THREADED RODS AND PLAT[ 'AIASl[RS SHNl C01%,4PLY YNTH �STAAI A-30� CONCRFTF:NDRWAl-WE|CHT CONCRETE WET HAVE A M|NNUM 2.500 Psi A) COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MATERIALS MUST C,OMPLY V@TH SFCT!ON 19D3 0F THE CODE. 1NJ23T4`L.| 1,T:0� FABRICATION SHALL CONFORM TO SECTION 111.12 OF THE RIDS, P[N[TRA- f �ON |N7O WA|N VEWHgS SHALL PLY VMTH SECT|UN 1UF TME NDS. SPAONL. EDGE D|S|ANCE, AND ENU �HALL CUN�0H� iU 9�C{|U% 1i41 OF THE NDS, HARDY FRAV[S I 18-\NCH HARDY PANELS ARE LOCATED |N W0OD- DR STEEL-FRA�ED WALLS BETWEEN THE SOLE PLATE AND TOP PLATES, THE FRAMES AND PANELS ARE CONNECTED TD CONCR[TL FOUNDATIONS WITH ANCHORS lHA[ ARE POS|OOMED IN THE CONCRETE USING TEMPLATES,, THE FRAMES AND PANELS ARE SECURED T0 THE 8OLTj U20C '_YER ERE, AFTER THE BALANC[ OF THE �ALL /� CONSTRUCTED. THE FRAMES AND PANELS ARE CONNECTED TO THE TOP PLATES USING FASTENERS IN ACCORDANCE WITH TABLE 1, A,>/�CH)N() OF TM[ F RDY PRODUCTS 'WHERE NECESSARY, FOR INSPECTION OF BOLT AMID NUT, AN INSPECTION HOLE IS PROVIDED AT THE DIAGONAL SIDE, AND THE BOLT/NUT !@STA|{AT)DN 4CCFSS T ON TO OF THF FRA�FWHFN TPF R0|T/NUT T H[ OUT�\U[. UNTIL THE |N3PECTION HAS BEEN COMPLETED, FO� 10O- AND 111�REE-5[ORY �0O� FRAM[� 3TRUCTUR[S. TH[ !|A�DY P�ODUCT5 �AY RF FiTHFR STAGGFRFD OR VFRECA//Y A//QV�D v�vfTH AT 07HFR /FVF/5 BOTH INSTALLATIONS REQUIRE M!N!W1,.)Iv1 4--INCH THICK (102 WO) LUMBER BELOW THE FRAMES. THE LUMBER IS PR[DR|LL[D TO RECEIVE THREAD[D RODS AT O|E VFRTCA| ,, DF THF F�&,`v1FVFRT|CA||Y A||AFQ FROFS OR PANF\� 4RE PLACED 0RECTLy OVER FRWN[� IN THE L0�ER ON TiiE S0LE PLATE, AND ARE CONNECT[D TO TM[ LOWER FRAME OR PANEL USING THE TMR[ADED RODS AND PLATE WASHERS. STAGGERED INSTALLATIONS RLOU!RE ONE END OF THE UPPER FR��E 0R PANEL TO BE �L|��FD #;TH ONE [ND OF THE FR�WE OR P�N[L THF_ HAR�Y PROOUCTS ARE CONNECTED AT THIS END IN THE SAMF MANNER AS VERTICALLY ALKN[D FRAMES. UNALIGNED ENDS ARE CONNECTED TO NO, 14 CAGE STEEL TUBES, WHICH IN TURN EXTEND DOWN TO THE FOUNDATION ND � 0RFD �T� �DA�� 0TF RAW� 0� PAN| DFT�TFN T||FA� TUBES IS THEN ATTACHED THROUICH THE SOLE PLATE INTO THE LUMBER EITHER USING THE HARDY FRAME SCREWS (HFS) OR US|NC THE S|WPSON STRONG -DRIVE � SFRiFS WOOD SCRF�S DFSCR\BFD IN FVA)UAT|0N RFP0RT FR-5?88, DETA|LS 5/H-4 � 5/M-4 D[�CR|BE TM[ MARDY FRA�E�. TU[ 18-|NC|1 HARDY PAN[LS, AND PRESENTS 1NS1ALLAT0N DETAILS, L)FVG PN ALLOWABLL LOADS ARE DESCRIBED IN |A8LES 1-5. FOR LAR|UUUAKL LOAD, R = 4.4 MAX|WUW, AND Uo= 22 MAXIMUM, WHERE HARDY FRAMES OR HARDY PANELS ARE PLACED (N �Av'ALLS AND COWB!N[D 00TH OTHFR SHEAR-RE5(STINQ i2Y3\LW�. APPULU LU�D� ��ALL UL PKUPUK\\U%LU U��LU UN KLLA\\VL STIFFNESSE3, FOR APPL{CAT(DNS WITH HARDY FRAMES ANCHORED TO CONCRBE. THE DR/FT 5�rLL GE D ��E_ � /Dx E D /S TH� ^DR/F7 AT����U� SHEAR" VALUE FROM THE CORRESPONDING HARDY FRAME LOAD TA8L[, AND G ISTE THE SHEAR MODULUS FROM 5T!NG: C = 2�25 FOR l8.HARDY PANELS C - 10D FOR OTHER HARDY FR�W[S FOR APPLICATIONS WITH HARDY FRAMES ANCHORED TO A WOOD BASE, SUCH AS A SILL PLAT[ THE MAXIMUM DRIFT SHALL RE THE SUM OF THE DEF|ECT|0N DUE T0 �8OD�D�PRES�0N FRO� THE UES|�N LAT[HAL LDAD. THE UEFLFCT0N DUF TO 'VVOOD SHRKNKACL-. THE FRAM[ 0R117 D x G. VVH[R[ D IS THE "DRIFT AT MAXIMUM SHEAR" FROM THE CORRESPONDING HARDY FRAM[ LOAD TABLE, AND 03 IS THE SHEAR WODULU5, FOR LOAD-) T�!AT AR[ L[SS T||AN Ti|[ ALL0WADi[ SU[A� � DRIFT � DETERMINED AS FOLLOWS: DR|FT= D x (DESIGN LOAD) /(ALLOWA8LE SHEAR) THE MAXIMUM DRIFT |SDRIFT xC, THF FRNWFS AND POSTS ARE |DFNTIRFD RY 1AHF/9 RFAR!NG THF N-4ANUFACR]RFR'S MODEL NUMBER (HIARDY FRAME mxx OR 18 INCH HARDY, PANEL), THE EVALUATION REPORT NUMBER (ICBO ED PFC-5342), -THE FABRICATORS NAME (INDUSTRIAL THE HARDY FRAME SCREW IS IDENTIFIED WITH THE PRODUCT NAVE, THE MANUFAC- TURFIR'S NAMF (HARDY |NDUSTR|FS) AND 8,DDRFSS` AND THF FVA|UATION RFPORT �U�BER U��-�J42)� WE WAD 0- E�C� 8C�E� HEARS THE MARK ^�F�^ AND THE LENGTH, 10E30 A&oRO\/A' L V i ullNCL SULI"If"i!!}t� FRAMES: REPORTS OF STATIC AND CYCLIC LOAD TESTS; STRUCTURAL CALCULA- TIONS: INSTALLATION INSTRUCTIONS AND DETN'S, AND A 0JAL|TY C0NAOL MANUAL SCREW S: DATA IN ACCGRDANCE VNTH THDCBO ES ACCEPTANCE CRITERIA FOR WOOD SCREWS (4C 120). DATED JULY 199l F�N0N05 IWO HE . iHE 1b-|NCH HAH0Y PANEL, ANU HAR0Y FRAME SCREW (HFS) DESCRIBED IN TH}5 REPORT COMPLY YNTK THL 1907 UNIFORM BUILDING CODE. SUBJECT TO THE FOLLOWING COND|TIONS� ~ PRAML SUES NAl-I A5 IN TH|3 REP0RT, * ALLOWABLE LOADS COMPLY WITH THIS REPORT, * CALCULATIONS JUSTIFYING THAT APPLIED LOADS COMPLY WITH THIS �EP0�T ARE SU��\TT[D T0 T�E BUiLO\N� �FF|C�AL F0� APP�0V�L CALCULATIONS AND DETAILS FOR CONNECTION OF THE HARDY PRODUCTS TO STEEL CONSTRUCT -!ON 111AUST BE SUBMITTED TO THE BUiLD!N-C, OFF!C!AL FOR APPROVAL P0K SILL FRAN/NG A011A8Qw UK /ML NULLS 4 � � �UK ALL0�A8LL SHLA� VERTICAL LOAD AND CONNECTIONS, THE HARDY FRAM[ AND THE HARDY 1D INCH PANEL ARE FABRICATED BY THE FA8R\CATORS AS D[EzCR\BED * 1NDU3lRIAL STRUCTURES. 250 WEST 3|ANLEY AVE, SUITE 8 VENTURA. C& 93007 * SIC!` SHEET METAL. INC , 12100 KIN0TT AVE. G&�0LN GK0�� CA 92�4-i-28Ul ^ NORTH STAR COMPANY, INC., 14912 S, BR0ADWAY GARDENA, CA 80248 WHiH UU&L|!Y CUqWOL |NAPLCiiUNS By RAM)LCH LA�UK�|0H!LS (N�R-D�2�J) TH|S REPORT |I SUBJECT 10 RE-EXAMINATION IN TW0 YEARS. BE 2 - 2x C 0 io TOP PLAT 2x PTAIE DEEPEN F AS REQUIRED Of". S�NGILE S71FOR"Y' L LOO! MONO POUR I G, 44--z UN W-1 AS REQUIRED H A PRR' D Y FFRAM E:S: 1/4"x 3" LONG WOOD SCREWS ' -N!'G --INF fAR OF RECOFT rr, 11J,1111`, f-So'3 WIX M" ANCHOR SM- IS 7/10 aLITEAD ROD PLATE WASHFR SEE EMBED SCHEDULE TOP BOTTOM REBARS EXTENDED FRAME, ENGINEER OT­ RECORD TO DESIGN FOR OVERTURNING ORCE, 114"x A!00D SCRx„<`Sl QH SCHEDULE BY ENGRE0, OF RECORD 10 CHECK SIMPSON 435F OR EQUAL PER PLN'N TO CHECK 114",x 3" LON,", Yv"OOD SCREWS PTR SAIDInj by FWANUR OF RECORD TO CHECK EXTEND 6 PAST THE UPPER FRAME TYPICAL WASH RS 9ZE BY ENGINEER OF RECORD TO CHECK RED SCHEDULE BY ENGINEER 1/4'5x 31' LONG INOOD SCRENS RECORD TO CHECK A S40S 1 is" Q-, ITS /CUT WASHERS ALLTHFFAD ROD, 2 x Y x PLATE WASHER SEE EMBED SCHEDULE Br c EXENDED !1,01,v -BAR I ENG'INLEK OF RECORD 10 DESIGN FOR O\iER_.i_1JRNiNC FORCE 01 TS 31COx 10 ANDMR 9 ALAIC) x x PLATE WASHER A l, 4 L / q I LfRLIT A 1 DEEPEN FTC, AT—' Y AN01-11,OR BOLT - END D ADD TOP BOTTOM REBARS , XTL DED AS 0050 PAS( EACH SiDE HA,"OE, ENGINEER OF RECORD TO DESIGN FOR OVERTURNING FORCE. A.B.EMBEDMELFN —1�1 T-2 > Uuf D A 110 i\J, 2x ILCKM i(JIMS /1), iM01 Clkl' 0 R R i IVI I L FRAME LOCATION ABOVE—i L FRAMED FOUNDAT�ON 0 11 V L no WAVER & Tjr TIGPITEN FRAME END BOLTS SNUG -TIGHT WITH NO SPACE DET.,",I[EN HAi_R_o ,ILL PLAIL AND HARDY F-W, v HP HAME AND COMPLETE WITH ONE FULL T-H N, HFREft, '-CORNER BOLT TEMRAa. IE 4 15 OF RECORD TO DESIGN FOR OVFRTURNIN'(� FORCE. 3" SG,x t THK. BEND 15' AT PLATE 'WASHER W/DOUBLE NUTS C L R, EXTERIOR FTG OR TACK WELD TO ROD SECT�ON a —a, U, fC_"Irl Nli AA 4x RIM OR BEAM _F� ENGINEER PER SCHEDUI OF RE00RD T() CHE K c PER ENANA b", f 44 HAR F F'A �vl D 2x BLOCKING � (MIN A35)\ I Jr_ OR RIM , 2x BOT r 4 FLD�BOLT PRE -DRILL FOR i. J 7 MM R`-PAR CORD TO DESIGN FOR URNING FORCF, C. LIR, SECT�ON o—a — ------ 1 Nj 1 W of 10 No F 0 ki 14 D jv 110 �N'11' Any A > 7 f �A W/6 EA 1/4%3' WOOF) SCREWS AT FA Ek_', 2x FLODR) JOISTS i U` DA f 1 O N /ix MiV ()f` HLANli OIM R R L PANEL ILOCATjONj ABOVE .j" F R A ME D F01'111 NDATI'ON 0 Fs V 1 E NNI 0 F F R A NO E CRUSHING PLATE w/6 EA 1 /410' "A"i OD SCREWS A! EA END PER ENGINE& - (MI IN A35) I SO! [ONA PL J �f 2. PLYWOOD SHEAVIR 7— EDGE NAILING P I/ Q x 3 WOOD SCREWS EDGE NINLING I 'm PEP SCHEDat ENDITEH 2w ROT. PL. 18 OF RECORD CHECK PLAI�jl TOP PLATES 1 1,6" PAST FRAME TOP PLATES NA AT STE44 WALL, E WAL, 11 ILLA \ - - - - - - A A 4 7121- "7 ----- TT__� _T EPC46 by-/ 2x CRIPPLE Q Q TUD 1 1 1 ii Q i i BOTTOM P! .LJF A "NAT 1 3, 41 PLYWOOD SHEAR PLATE 011"'i'�S1 7/0" VMLL BY ENGR ALL THREAD INY) FOUNIMIK941 0 4x MM OR 0 EAl,11 2x OIL, CKING 2" RAML Pj- YWOOD 7 R�,��vf OR IC It Y FRAMF 21 Q war; 12" /T�F A E _1PAS R M PLYWOOD PC46 ­­ il"1111 I i I 3 I , , I i i v; 2x CRIPPLE ff 1! �i WALL BY ENGINEER STUDS CL OF RECORL) (Iyp) W Ti 11 i 1 BOTTOM PIATF )NT PLY CC TO jl F- L 7 /8"0 P. THREADED PB46--`_1 4W/ 1/2'xYxY PL. WASHER /r') kH, INK vv/ 1/2"x4"x4" PL. WASHER A35F OR EQUAL 2 EA SIDE @ 7/2" 4 Q 4 SDS PER 07HP 1 AV CP\US1-HNG PIT ATE "V1,100D SCREWS AT FA FNE'l Pi Y400- x CA BEAM SILL PLA FOR TO REDUCE THE CRUSHNG DBL 2x4 CONT 18 1 TARDY FRAME WO x 3" WOOD SCREWS :R SCHEDIJLE; ENGINEER A F C01 D 9v OR 4x POS 1 LIN END EA /EA SME Ax F -_ ATE /A.R.' PFR' ANG400' OF RECORD 0 Cow" CRUSHlNIG PLATE: 3/4 x,--)-,- X24" CRUSHING PLATE (9� WOOD FRAME FLOOR A35F OR EQUAL 4 EA SIDE 'I W TAT ABOVE FRAN DBL 20 h0p Pi AiF L7P4 y4 SCHEDULE; ENGINEER !FCORD TO CHECK -2w CR Zx 2Y 2 W/4 SDS SCREWS Q. PER ENGINEER DF RECORD FR 11 IS E D 4 F 0 LU N D A T 0 N A 1 8 hi A R D Y F RAS M LE-- 1`1111` 111J, L 1 it! f0h,0Y PANFL 1 WASHER I" 1-1 2x SILL _l,T E Dd U STI N C N UT 'S ............. 1,7- kJLF", ED I (), 1 j N DA 1- 101'4 13. DA ETAIL(3 H 2 PACUK 118 HARDY FRAME 7 2 2�< x I At. ENGI PER NEER OF RECORD F I i SILL PLP'd-L - I - L>_ ? I I Q1. FOUNDATION R A M E 8 F-1 A R D Y . .. ... DRY —PACK OPTI.ION SCREWS PER SCHEDULE BY ENGINEER TO CHECK 0-20 CONT 1 k LPTE'RAL AT POP TOP PLATES 4 FRAME BY ENGINEER OF RECORD TO CT-IECK Xi 7- GARAGE to- � t; 1 1 1 1 1w HEADER P, S T TO A RE LAN 9/32"0 HOLES FOR JA NQ 154 x 3" SCREWS W A - J, PANEL INTO POST j POSTis K I IN G STUD 1 1 1 7/8`0 OR 1 -1 /8" 1 11 1 H Al I TIT170) ROD 0,VI/2"x WEPLATE WASER t±E EMBED SCHEDULE 7V 71-71 FIX- I=H i=i .. . . . . 8 �FRC DOL, A -I i F�E! i !EEi i FIE! i ill —p T=1 !IF 1,_)P ROTDO'� %TRAIRC EXANDEI) 4-0- PAS! EACH END 14 0 T E OF FRAME (WRAP AT CORNER) FOR UPLIFFT CRFATER THAN 10100 LB S, IGN ENGINEER OF RECORID TO DFr F, PLACE Tr N -H E DR DRY -PACK. SEE DETAILS S-H2 & 12-H2. L H­2 HF818, HF918 HF1018 i 711111