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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER <br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED <br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION <br />(2020)-RESIDENTIAL <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />12 TRUSS (SEE UPLIFT SCHED.) W/ <br />(TYP') VARIES METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES <br />INSULATION BAFFLE <br />ALUMINUM DRIP <br />EDGE <br />5/8" OR 1/2" HIGH <br />ALUMINUM FASCIA <br />STRENGTH CEILING <br />�12-N.O. <br />2x SUB FASCIA <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />EE SOFFIT <br />W/A HABITABLE ROOM <br />SHEET <br />ABOVE) W/DRYWALL <br />8"x8"X16" KNOCK -OUT <br />SCREWS @ 7" O.C. <br />BLOCK W/ 1#5 CONT. <br />CEILING & 8" O.C. WALLS <br />FILLED SOLID W/GROUT <br />INSULATION PER <br />CHART ON FLOOR <br />- <br />8" C.M.U. TYPICAL <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />TYPE 'IS" MORTAR <br />STD. 90-HOOK (SEE DETAIL) <br />ARCHITECTURAL <br />1x2 PT WD FURRING @ 24" O.C._/FINISH <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL CELLS <br />U.N.O. <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />M <br />v7 <br />31/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />w <br />a <br />MIN PSI MAY VARY PERCD <br />MUNICIPALITY. <br />`o <br />4"x4" INSPECTION PORT AT <br />CONCRETE SLAB W/ 6X6 <br />EACH FILLED CELL TYPICAL <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />' <br />Z!D <br />° <br />0 4 <br />Z <br />QD <br />M <br />6 MIL VAPOR <br />D <br />D <br />_� I== <br />z <br />r <br />BARRIER <br />—I <br />; "r <br />4 <br />� <br />D <br />T <br />COMP. SOIL. <br />I <br />� <br />(COMPACTED TO 95% <br />T[ <br />I I III <br />=I II IJ <br />— <br />-IT <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR <br />—III —I <br />4" to 6" BELOW GRADE <br />ASTM D1557) <br />(2) #5 REBAR CONT. <br />3" <br />MIN. CLR. <br />ON 3" CHAIRS TYP. <br />1'4' (1 STORY) <br />STD. 90 HOOK <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />13 <br />I <br />OPT: DEPRESS SLAB 5 Yz" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS—(�O.H.D. RECESS t' z <br />II -;IV M <br />a. . 1.+. 4" c <br />SEE A/S3 OR J/S6 -1L1 I LL1 , I 1 1 i 1T <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J,1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE—\ <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />1A D <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c <br />@ 6" MAX FROM END OF 2 x PLATE <br />14 <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH `n <br />D' 1 I1111 —11 I —I I I—T <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT rG G <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />N <br />ELEV. 0'-0" <br />d < A.F.F. <br />A. a <br />d• . <br />4. ° a . -A A. ' ° ' a' ° d . ELEV-0'-31/2" Z <br />d A.F.F• O <br />a ° d d 2x4 CON4. T. _°. ° : ° ° LL <br />44 e •d Q° O <br />d. C n°. N <br />GARAGE DEPTH VARIES ° d. <br />.4. , d A- ° 4 <br />GARAGE SLAB AT STEP B <br />SCALE: 3/4"=1'-0" S3 <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />N #5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />, 2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />Z <br />FOOTING MONO SHOWN <br />; p ° c <br />FOR CLARITY <br />00 <br />° R <br />D D. D ° '° D <br />Z <br />NOTE: <br />111 111 111 111 111 <br />N <br />'FOR BEARING WALL <br />W/ UPLIFT ONLY <br />I�� 11=1 I I —III —III —I I III—�=1 Imo—III—�—I 11=I IT=1 I I —I 11-1 I I—. <br />11 11 IT_I I I II 11 <br />I I i11111�1111 I I�T� <br />FRAME WALL TO C.M.U. WALL CONNECTION K"D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" <br />WWF OR FIBERMESH <br />min. 4" <br />Z GRADE <br />00 <br />° <br />LML—Z— — — .° _ III III III III. <br />_ _ -(1) #5 REBAR w/ OPT. <br />' 1—III—III—I 11= 11= 11=111 1 I I� I =SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />(V ' <br />cM <br />f <br />N a . <br />d' <br />:e.7=I 0? <br />I.41 I IT r <br />SEE A/S3 OR J/S6- - -1111 1 111-111 , 111 I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />114" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />D D 6 MIL VAPOR BARRIER <br />,I D <br />5/8"OR 1/2" HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLO^,KING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />PER CHART ON FLOOR PLAN <br />EDGES, AND @ 12" O.C. @ FIELD <br />Z--4NSULATION <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10) 10d NAILS <br />2"°4/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />x10' WEDGE ANCHOR <br />x 6 W1.4 x W1.4 <br />2�� <br />O. 24 O.C.) <br />WWF OR FIBERMESH <br />31/2" MIN. <br />z °_M. 11 r3 <br />31/2"(min 4rL� <br />-111 MLL1... <br />(2) #5 CONT. <br />4" 1'-4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL rc <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />9✓c1�os�GJ���� <br />P�5 <br />5/8"OR 1/2" HIGH STRENGTH — <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2"°x3/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL <br />ATTACHMENTS <br />�31 <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10) 10d NAILS <br />/2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />00 <br />3 1/2"(min.) 4"_ — <br />II <br />' =I f�_lT� 11T(_lT�_1T�-11 LTf--1Tf I' <br />(2) #5 CONT. -11j— 14,1=111111 114111,; 1 I ; I8 - <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />Go K\N�o S <br />FORM SUBMITTED WITH PERMIT <br />lo <br />APPLICATION <br />/ <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />BAR -� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE 00 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />00 <br />AMA- <br />_ <br />1 LI_ <br />#5 REINFORCING BAR <br />R 1 7/8" —� <br />N <br />T I i I I i IIIT <br />z <br />#R I AP F;PI IrF: <br />COMP. SOIL. (COMPACTED TO _ ° _ <br />95% MODIFIED PROCTOR ASTM ' �= I I I I I I ll—_ <br />I I=�=I I ICI <br />D 1557) �rr� r r�rII <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 ¢ CONT. BEAD SEALANT <br />OILINTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />d <br />GARAGE <br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. WI DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM INSULATION PER CHART <br />PLATE TO CONCRETE ON FLOOR PLAN <br />(MIN. SHEAR 180#MIN. CONT. BEAD SEALANT <br />TENSION 120#) CONCRETE SLAB <br />6x6W1.4xW1.4 N ' <br />c WWF OR FIBERMESH M <br />E e ° <br />N T 771 <br />M 6 MIL VAPOR <br />BARRIER <br />if IT_I III7 <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"= V-0" <br />K <br />S3 <br />SCALE: 3/4"= V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />~ END OF 2" x PLAT <br />w E <br />0 <br />W D <br />U <br />rA <br />a e. <br />a <br />w <br />uj <br />co <br />' J—III—III III —I ° <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF <br />SCALE: N.T.S. QS 3 it <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM „ „ & LAYOUT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />� <br />> <br />a <br />w <br />SEE PLAN FOR STRUCTURAL <br />2 <br />w COLUMN SIZE AND BASE <br />o <br />w CONNECTION INFO. <br />M <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />°' O.C. <br />° <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w/ MIN. (2) #5 VERTICALS <br />M <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or PER <br />0'-0" FIN. FLR.� <br />COMMUNITY SPECS <br />----------- <br />p p sic - i�✓i i� i�Ji i� ij i <br />(2) #5 CONT. .—I I I I I I <br />ON 3" CHAIRS <br />8" <br />(TYP.) 1'-4" <br />1/2"(min.)- 4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 U-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N c e <br />WWF OR FIBERMESH <br />I — <br />TO � I —I o <br />IIII <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" �S3 <br />1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />mac; ° <br />d G ' : 11ii�LLi,�-f1J1T <br />° °° <br />T ll A. fat <br />M T I � •.. III <br />SEE A/S3/J/S6 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD E v <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />M <br />oo GRADE — d ° <br />c� J <br />ouja 111 � I111IIIIIIII T Tff--T Lu <br />z <br />o in -III —I ! ° a <br />I�I I�I I I I�I III- FOOTING 0 <br />I II I I1 i 11 - BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />co <br />O <br />N <br />co <br />,✓® <br />M <br />W J DO&�, `� <br />o <br />00 <br />A OS <br />Q <br />z <br />' <br />Lu <br />O <br />w <br />0 <br />z <br />Q <br />> <br />W 6. W U <br />M y <br />M °? <br />M <br />Elmo W 5 <br />T� p u Q <br />v_! 0 u- 8 <br />. 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