6479 Beverly Hills Dr - Laserfiche WebLink

Browse Search

— (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90'HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD u_ rr MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PERLO MUNICIPALITY. `y 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CO Z D 00 6 MIL VAPOR III D I =11 == z BARRIER IIIII � C I I II COMP. SOIL. (COMPACTED TO 95% =1 I I I =III=III I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z SEE A/S3 OR J/S6 --I I II 111111 i i11-I I I II I I111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (2 STOR)) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 33 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH "' ° =1 I I —III —I D II J=1II_III ` `'�C IL �II��III� I�II�II�II,I 8„ 1,„ .. , ,L, .. TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1Od NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 3/8" MORTAR BETWEEN SLAB & BLOCK r�ri�vvu 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2"MIN. VF R 00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1,4 WWF OR FIBERMESH 3 1 /2"(min.) - 4" I- -III —II —1 I I it �f (2) #S CONT. L 111111 I111I I I111111111I I „I I I= 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 L� 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. 00 IS( 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1cM�N,°U5 8" C.M.U. FORM SUBMITTED WITH PERMIT °N 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" �° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� r' 2x P.T. PLATE ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE A. ° ° ' z #3 & #4 LAP SPLICE GRACE40 MIN. Fy=40ksi Z '- ° D M p D FINISH GRADE ao 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 6 MIL VAPOR BARRIER -III III D ° 11-III=III=I I =_ 00 #5 REINFORCING BAR R 1 7l8' ,D p I —I I I� I I —III —I 11=1 I I I i __ N z T D °D III —I I I —III —III —III —III- z I i l l I I=1 I I=1 I I=I I I I I h r g I=1=1 I#5 LAP SPLICE ��,...... , ..��„ ....... -. III —III —I i I —III —III —III- N —I -I 11III—I I I -III _1I 1I 1I =IIIlIII—=III _ 1I 1I 1I —=I111—= IIIII=—=II11II —=IIIII=—=IIIII= IIII=IIIi, I T COMP. (COMPACTED %MODIFIED PROCTOR ASTM -Fill I I=IIIp=III=III=III11I= I (—=III=I III-1—II—III—II—II—III—I I-11— D1557) II I I I I=4„ 1_4„ I I .. I- IIII II ]Il - FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" d GRADE 00 _ _I=III=11=11 ==III • —1 1-1 f 1-1 1-1 1 1-1_ =III=III= ° -(1) #5 REBAR w/ OPT. ' I=1 11=1 11=1 11= 11= 11=FI 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13,E c O.H.D. RECESS M a M d' —I 1 I -1`I p l I-1 I I -I • .�_ III=_I 1� I I-- . dill) I II III I d..'•. a.• _ I III=II 14111= r II�JIII�IIII . IIIIIIii SEE A/S3 OR J/S6 � I I I I 1 TTT � I, , I I 111 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD, 2", 1/2" FROM SLAB 0'-0" CONT. CONT. BEAD SEALANT a INTERIOR P a` a` 'ONCRETE NAILS W 1 1/2' !MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM LATE TO CONCRETE MIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB ° 00 E - _ Cl) 6 MIL VAPOR == P I I= BARRIER III —I I I11 2X STUDS @ 24" O.C. U.N.O. el GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c� d WWF OR FIBERMESH (71) e 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 w�ov�oov a �.iiao�iw�� iw�ov�� evmwi� wwuoiw � TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 1Od NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH "(min.) - 4" =1 11=1 I I I� ' I —III III 11 —III—I -III i17, I III-1 I I I=1 I T 1-1 I —III —III —III —I I —III-' (2) #5 CONT. 4„ I i I —I i �,-I—I i I 8„ U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM1. LU END OF 2" x PLATE Uj D _... a. g � I_, I I l—III—III WLU '' —III=III 1 1-1 REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. X CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 6 2x4 P.T. PLATE g o 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE FF j ¢ w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o Uj w CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILLn-1 O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.�COMMUNITY SPECS -iorrri- � r v0000�i000�i C9 CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH I —I I I —I I IEET I I- III III-1 1—I I—' r (2) #5 CONT.—' ON 3" CHAIRS 8" 1'-4" Q„ (TYP.) O TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6 x 6 W1.4xW1.4 WWF OR FIBERMESH M � E SEEA/S3/J/S6 - I4; 1;1 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 CL MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' co00 a ° LU I I f=III d ° °=III —III—I 11—I I zLU —111—I III—III—III=I I W °o CL oLU = 1111I11111 o� . l I I11 fill —III=III-, _ z U LL 0 — Ill ° d d — — - M `�=1 =II=� 1=III=III II III=III FOOTING -1 I I III—III=1 I I-1 I I —I I- I I —III—III- I I, �I I �I I II I III IIIII II 11, ,I I ...I I I -I I I—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 VIRTUAL REVIEW ASSIST B 202 Virtual Review Assist, Inc, Plans Review Completed and ap r v for compliance with the 2020 FIBC 7t Edition by Debra Anne Klhr PX30 df F N ° e 00 Ln ARO 5 5 °Gs qqpo 3 4 ga Q LU s 0 w 0 z t^^o,) N LO E � M a M.ry N . Vi -0 -_ v_ M AV' W .L O O S o T� � _� v� O U- m Q U�'° —t } .N W Q� N 7� o EMN V C) 0, a a 0 LLI Dui (6 WOE WZ � ¢ z 0 Uj DD Y�1i00 Q Q U [— J<0 �O moo z_xu 00 00 ¢a aU)0, 0ZoW00MZZ 0 0 Z W0-W CnLl1W LUF50 ¢= J -j ¢< LU �zwz0��oa LL OW �F �Y�¢¢ ¢ 0� o oQQrr O z W 0 H >U)O 0 I.-:cM C:) Q M L~ �CnLLti Q w Q Ur of 0- _cr) Q�Q00 Z 0 I-- Z LU -jC) O D i i4 6 i I O 0 0 a 0 0 N 0 N N N N M O `: M ` M N 00 0 65 0 O r- N O I ! I 1 Z L ' D W o N' O O I I I M� Cr z W (� QZ W O UJ 000 - �0 "� U � -0 U � 0 ow- -0Z ak a LU Q LU Ln = m=W N ZOO o� ■ ■ LLILL zO Z 0 z� �Z ■ � OU MM0 W z z z z LU Uj J V J 0 0 LAST PLOT DATE .. Z O STRUCTURAL -- DETAILS - MONO I `.