36588 Smithfield Ln - Laserfiche WebLink

Browse Search

(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') 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" IN 2x SUB FASCIA BOARD PER CODE (OR 5/8" .0. 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 NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.__/FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER o MUNICIPALITY. `"' 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 c 00 6 MIL VAPOR BARRIER IIIII I , ® 4 I ®� III= `%4 COMP. SOIL. I II ' (COMPACTED TO 95% -I I I I =1 I I=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I I=1 I I -I I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3!4" = 1'-0" S3 OPT: DEPRESS SLAB 51z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z _ _� e• I I 1=1 11= �*I " 4" I �. ,.-. I1=1I I -I I �I I -�•: - : I -I I I- �II1111 e•' •:.. III=� SEE A/S3 OR J/S6 - 111 I 1111 ,III III 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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.) T° '-III-III-III I 11 1 ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a -1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 N WWF OR FIBERMESH `'' ° II -III CD 111-111I II I -I- r 1 8„ 1 .1'4" 1 ..8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r ELEV. U-0" 4 A.F.F. e A' V a Q. e.. aZA 4.ELEV. -0'-3 1/2° tee_ e a d O A.F.F. O a 2x4 CONT. U_ e ea 4 - C-pA. d GARAGE DEPTH VARIES a ° GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH - `-TRUSS BOTTOM CHORD OR 2.x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BI 7CKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W! 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 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" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. ` bI-1=III=III-1'31/2"(min.)- z 4" 00 4 -I -III-III ' 31/2"(min)- 4" 1 1=1 1 I- -1 1=1 I I-� I I- -I -111=III _III=III=III=III III -III (2) #5 CONT.11 I I ;,1111 11111 111 11 i ,l l-�' 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" N� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Pis 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 NAM M s 5/8"OR 112" HIGH STRENGTH - (U.N.O.) (OR 5/" 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"°x3/16" 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 Mc'3� 3 1/� MIN. 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 10'-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 ° .11 1111 1 I 1:: 31/2"(min.)- 4" "(min.) - 4"I- �I I 1=1 1=1 �'- �' =111I �I I I I I I 1=1I1=1I1=1I I III -III I' (2) #5 CONT. I 14,1 1 11111;j1141=„III„I I ; 811-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 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 SIMPSON SP1 w/ (10) 10d NAILS BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (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 SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM w/ (10) 10d NAILS - r 2x P.T. PLATE WEEP SCREED INSTALLED W END OF 2" x PLATE TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR O ° GRADE ° " . ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi C0 ° z r ° D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a -1 I I-1 I —III m MONO OR STEMWALL ". co - - - , °- 25" MIN_ LAP [30" MIN. LAP] Q I 1-1 I I I FOOTING MONO SHOWN ° ° o' _ - - - W II =i D • ° FOR CLARITY ° R °° D ° °° - - - - - 6 MIL VAPOR BARRIER -1 I I I I- III o° °. 11=1 ° I I=1 I I=1 I __ - - -' R '1 7/8"i- 11-1 I I I I I - - I=1 1=1 I -I I -I 1=1 I=1 I I 11 III -III -III -I 11-. N Z #5 REINFORCING BAR ° ° __ III I I -III -III -III -I 1 ° III -III -III -III -III -III- z 1 _- I i-i I i i r 0.91 A P S P I I C NOTE:I-I I E I I -III -III -III -I I I I I I I1 I • a III 1 II 1 I I 1 I111I 8 III-111=1 I I-III-111=111i ; `� COMP. SOIL. (COMPACTED TO *FOR BEARING WALL 1=III=111=III=I11=111- -11 W/ UPLIFT ONLY _ _-_ _ _____ -__-1' 95% MODIFIED PROCTOR ASTM ' �- I 1-111=1 I 1=1 I 1=I I 1=11I=111 III-III-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-III-111=1 I I -I I I�-I 1 I D1557) III „1111 11111 11111 II II 111111 I� 11- =III-III-111-111-III-11I-111-111-III-III-III-III-111=III= 4" -1 � I-1 I I-1 I I_-1 11=1 I I -I 11=1 11=1 11=1 11-1 11-1 11=111- 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 3 112" WWF OR FIBERMESH min.) 4" ° ° v GRADE °° I I _— =111=I I I=I I F9 I I=I I I I I=I I I -1 I = I=III=III=11 = I 111= (1) #5 REBAR w/ OPT. ' 1-I I i-III-III- I I- 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS El= CV "' I _tl .III=1 •`• I I I=1 I I I-- -11 � II I II I II I .., ,•. -• e. I 00 • , . 4" _ - 1' I I1 I F 11 1=1 I I� �IIII� II .•�•: �`, � .. I �IIII - I - SEE A/S3 OR J/S6 I I I1 I 1111 ,III III 1111- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) 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. P.T. 2x _ 1/2" GYP. BD. HOLD GYP. BD. 2' 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" Q.C. U.N.O. a d,� GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. WI DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4OP c� ' WWF OR FIBERMESH r, co 6 MIL VAPOR BARRIER 4'i =1I I -III- I I I '-III-III-III- I I=11�=� ► ►- ' � 1111 1 11111 1 1111 I I III,TI I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w 0 SCHEDULE j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. rn SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, uT 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 I e SEE FOUNDATION •� .. * . ° .�. CONC. PAD INFO. TAPERED COLUMN FRAMING rC12 SCALE:3/4"=V-0" S3 Vi Plans R1 for complii by 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 , I I -III -III -I I I III III=III=III=' r (2) #5 CONT. =I I 1=1 I 1�1 I I, , , I 1==1 I I, , , 1I- ON 3" CHAIRS 8" 1 �i 8„ (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S 3 VAHItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 41 - 00 = II-1I1=1I1-1I1-III III co ------Illlli� SEE A/S3/J/S6 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 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL - EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' w GRADE - a' ,� J _III -_III . d . d• 1-III-I III -III -III -I w 0 0 Cn= II� I I I I I I ap . a� I I I I=1 11=1 I I I - z z U) I -I -III-I I I -III -III I I =III -III FOOTING -1 I I III -I 11=1 I I -III -III III -III -III- 0 IIIIII-III-III-III ,II ...III -III-' BEYOND PAD REINFORCEMENT -III-III-I- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 20 rtual Review Assist. Inc. ;view completed and approved nce with the 2020 FBC 7th Edition Debra Anne Klahr PX2300 N N O N 777 r.., fx � •� N ti O LO �a nm s Q z 2" ccw O w 0 z Q N N LO � E � o ? 0 cf) v ai 5 V -0 O 0D ! M t (n 0 B } 0 '� o R Q ,N W Q.� N V L o EM 5 70 0 C)1170 6) - l- CL V, W ow uS w0� � < IY _j W ¢ '- Oz IY UI Q W WZ)—JU)O�WU)LL oOwJO O Z O Z O Q I- _ O ¢ Ii w C�W�wOzOl��mzWU 0- XQ d O zLUW Q<QpWQ�zWzO��pna LL Ow �_F-I_ �_YOQQ O� o �¢zIY Q ,tea O �Q� O O N z OW U M O QC/�C0I 2 W < lq W M z < >- < 00 Z V LuW0 J 0 r� N Na N N N CD N N ti o N N O O 0 CDa 0 o I I I ' z O N Lo W o 0 0 0 i i i � Cr M VJ }~ zz W aw O W MO U �zz UVFn - Z)z5; LO -0 0 0�0 Q z atz ka F_ 0 W< �F-w (V (V Zoo W ~Z) ■ d7 Q O QW°of 0 w z az F_ J OV 0 z z z J LLJCN r o LAST PLOT DATE Z 0 STRUCTURAL —j DETAILS - MONO