6357 Beverly Hills Dr - Laserfiche WebLink

Browse Search

— (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11(#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/ ZP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SIN ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12. N O 2x SUB FASCIA BOARD PER CODE (OR 5/8" 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. 1/2" GYPSUM WALLBOARD (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD W MIN. 2500 PSI CONC. SLAB a_ MIN PSI MAY VARY PER - LO MUNICIPALITY. `N 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 ° p - Z 00 M _ I p 0?6 MIL VAPOR BARRIER I D 4 11I Z g I D; IF - CNI COMP. SOIL. '- (COMPACTED TO 95% — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" 53 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---, (2) #5 CONT. ON 3" CHAIRS (TYP.) � D a =J.=III—III—I m p I�—�� I' I I I�I I I...I I I I I I1 1 1 I ✓ C 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° 1 I f_IMII 1=1 11= .17 I —I I I —III—' 1 8" 1 -1 .._...r, ..9` TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION 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) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH J '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" 0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" - -SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 0 5/8"x10' WEINCLUDE THE WALL ° . A.F.F. DGE ANCHOR 2rr ATTACHMENTS x 6 W1.4 x W1.4 2" 6 x 6 W1.4 x W1.4 �p 24" 0C') WWF OR FIBERMESH WWF OR FIBERMESH °. 4' ° z 3 1/2" MIN. 3 1/2" MIN. d ELEV. -0-31/2 d ° ° ° ° °. .. ° d O > > ° 2x4 CONT. ° °.. A.F.F. o ° F11 a ° ° ° °b 11—I'1/2"(min.)- 4" z b . _ /2"(min.)- 4" °dI°°N p° — --__I 00 p ° .. 11111 ° GARAGE DEPTH VARIES 31/2"(min. - 4" 1=III I I —I (I- 3 1/2"(min.) - 4" 'III=III III IIII �� _ _ ° d ° ° ° 4 T �11:, � IT = T I—J_I—TLL—I I IT_I--1ZI1 �' `� -I I III =III=III=T „ �.. —I I T11111 1 1 I 14r, l 1„111--� 141�111,�1 (2) #5 CONT. 4„ 1, 4„ 8„ (2) #5 CONT. U.N.O. MIN.TYPICAL BEARING WALL MIN. GARAGE SLAB AT STEP BSTEP TYPICAL BEARING WALL STEP SHEARWALL("C� @ K'cC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C vM INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #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 HOOK 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) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" 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 BAR r 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV ° �} .p p p . Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z Cl) .p D FINISH GRADE 00 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W p CIO_III—III—_III m d . I —III —III —III W 1 ' I—III=III =1 LU ' -� —F I I I —I ° 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 N _ WWF OR FIBERMESH �, E D. II1111TITiTWTT c (2) #5 CONT. ON 3" CHAIRS 8" 1 r-4rr 8" (TYP.) III -III. -III ;,III_,IIIII�IIillll ; lll,;,llI-III-11 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D '� TYPICAL EXTERIOR FRAME WALL FOOTING ° _ _ � D p. 00 6 MIL VAPOR BARRIER =T III p ° I 1=1I 1= 1= _ -' ° . _ _ I I -I °'' T=III=III= #5 REINFORCING BAR R 1 7/8 p° p 1=1T_I=i 11=1 I I —III —I 11=� Z_ '_ III I I-1TI=1TI=1�=Tf_ N z_ III —III —III —III —III —III- III=1 I I=1 I I=1 I I=� r #5 LAP SPLICE 8 ' ' �I-III—III=1T_I=III—III- N COMP. SOIL. (COMPACTED TO I I II I p 36" MIN. LAP [36" MIN. LAP] 1=IIITIII=III—III=111=' T 95%MODIFIED PROCTOR ASTM �= I I=III=I I I=T= 1=-T 10" � I =1 I I=1 I f� I I=III=I I I=I I =1 I f TTf=1 I I=III=ITI=III=i I I=III-I I D1557) I I I I I=11 I-T=1TI 1 I 1=1_TI. T' ,IIII; II I ITIII=IIITIT_ITIII=III=III=III=III=1 I W I I �I 4r' "—III 1„III— —rr #6 REINFORCING BAR #5 STD. 90 HOOK SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° ° °v GRADE 00 .° _ I I I I _ _ —ti _ — -(1) #5 REBAR w/ OPT. ' I—IIIJE —I I I —I I I— I — 11—III— I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT I _ PAVERS / DRIVEWAY 13" CONCRETE SLAB 14" O.H.D. RECESS PAVERS O.H.D. RECESS z r ' �7 2 co M __ I —ICI— A. —III I III —I I f --- J r' ITI—IT-�I —' Ir1=1111 . •a = 111=11 I I- -II�f—I=I_I l—III I °° 4 1=1 I f=1 I. 1 IF �1T�1 I =III ' I I=1I1 •, _1 11=1 I ;•�: I=1 11= _IM I I I—l� I —I I' III=' 5111 I I f-1 i— I._ SEE A/S3 OR J/S6 --`_' 1 1 I I I� � II I I,. III 111 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 oR J / S 6 J -Ii II I I I U I„ I i l 1, FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" (1 STORY) T-8" (2 STC iRY) GARAGE DOOR SLAB RECESS 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. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol _ " CONT. BEAD SEALAI` INTERIOR a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e 00 C Cl) 6 MIL VAPOR - — �'- BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6WlAxWlA ' `WWF OR FIBERMESH -y r, REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=T-0" S3 VARIES 6 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 1 1/2 RECESS FOR S.G.D. (U.N.O.) x 6 VV IA x VV IA WWF OR FIBERMESH N ° + & LAYOUT DESIGN TOP OF BEAM a ° _ — — ' SEE ROOF PLAN -r - _ _ _ _° °; ' ° a I (2) HTS20 FOR STRUCTURAL -E41 BEAM SIZE & N 1 n —I CONNECTION INFO 2x4 P.T. PLATE 7/16' C.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ =11 I, f �, I I I MIN 7/16" O.S.B. SHEATHING , ,L-1 ; ,f SEE A/S3/J/S6 - � 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE = a SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 SECURE 2 4 P T BTM PLATE x SEE DETAIL 1601 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.0MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS 0'-0" FIN. FLR. N <t' M C TO FOUNDATION PAD :. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN r� w/ MIN. (2) #5 VERTICALS 0 GRADEa M FILLED SOLID (SEE PLAN FOR - _ _ _ °.4. SIZE AND REINFORCEMENT) 0=UJI —I 1T�� ° ° °• --Tli--T IT=' 11 owLUW Z BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 v � -III= — • ° e ' °• — _ z < — — TION INTERIOR WALL SLAB . .GI. TAPERED ® SCALE:, , FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N O N } 4` Fr N N �' O 00 LO ` RO 1'91\iJ yj P ZF W O W z a n'L 0 E (I1 M 0 i -,0 N ? :n Y' co[` W D O = -a LL o 9 I\ N a i^n` W Q ! n L CIOO E 6 W 000 LU W (� W L Cn W Q F' W HQ it _j of<, z0f z Q:2 JO Q Q U i= �0O JWO:IYWLLUOOLL <aR zCE z2u"-aQ ov0029OzOizoomz= �Oz ��a�v5WWLUi-nxIX< ¢�WOg��-gIII �¢ oQ o 0 o�ga za a ILL LL O O N 0 F— � = O FBI `M O d J LL N � W Q Ln 00 z F__E z� W Jo to N O N I O I N 0 0 001 CO � W W O O O r- O N O N O N O O N O N O N O N A N O O o0 O CV r o co 4 0 0 O 0 O 0 O O A o 1 ` i _ 0 N 0 M 0 d- 0 LO 0 O 0 r` Cr^ CO ter/ Z Z O )W Lij_o�o 0 rj) O� ~ IX Z ZW~- W F- �� Q op p Z 2F-=Z 2Z3J a z r-I Z z LL C') W �aRw >_ r' <00 U)zZ Z 1" 1 I Q O Z U U J a O 0 W � Z a Z z Uj W N LAST PLOT DATE > Feb. 21, 22 z Q STRUCTURAL J DETAILS —MONO