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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 EDITICN (2020)-RESIDENTIAL <br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV <br />LINDERLAYMENT 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 />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE 7' @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL) <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />1x4 P.T. BASE NAILER <br />31/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN PSI MAY VARY PER <br />MUNICIPALITY. <br />CONCRETE SLAB W/ 6X6 <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />XA <br />• <br />co <br />• <br />6 MIL VAPOR _ <br />BARRIER — 4 <br />D <br />COMP. SOIL. I c • • <br />COMPACTED TO 95% <br />MODIFIED PROCTOR I I I L�q <br />ASTM D1557) <br />(2) #5 REBAR CONT. 3" MIN. CLR. <br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) <br />U.N.O. 4" V-8" (2 STORY) <br />TYPICAL WALL SECTION <br />SCALE: 3/4" = V-0" <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />12" N.O. 2x SUB FASCIA <br />EE SOFFIT <br />SHEET <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />M <br />U) <br />U_ <br />W <br />a <br />CD <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />AT GARAGE, CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />002 <br />00 <br />ll11� _ 2 r <br />CV <br />r <br />NOTE: EXTEND DECO FINISH <br />4" io 6" BELOW GRADE <br />STD. 90 HOOK <br />(SEE DETAIL) <br />rA <br />S3 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />O.H.D. RECESS <br />PAVERS—j//- <br />Z <br />TR <br />— <br />4„ — °Q <br />E. . <br />�'■�. I IIT <br />m <br />SEE A/S3 OR J/S6 `_i I LIJ., II I I I' <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />11,8" (2 STOR <br />GARAGE DOOR SLAB RECESS rjT� <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 'i OENAILS T & B <br />2x P.T. PLATE—, <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />r� <br />Il�ll�Jl <br />I ur I iti, <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 3 1/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />° <br />1 8„ 1 . _ VW- ''T . r. <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT rG <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />T <br />co ELEV. 0'-0" <br />A.F.F. <br />d. U' <br />d, . <br />a °. ° a ' °• ..' ' ° p' Q :° a ELEV. -0'-3 1/2" z <br />A.F�o <br />° • • . ° ° • . a 2x4 CONT. '° ' ... ° • LL. <br />d ° ° ° ° d .. <br />.° ° O <br />e I'' I a... ..°. Q e4. <br />v d N <br />° a GARAGE DEPTH VARIES °' a <br />A. <br />GARAGE SLAB AT STEP B <br />SCALE: 3/4"=1'-0" S3 <br />2x S.P.F. STUDS @ 16" O.C. <br />LOAD BEARING OR 2x STUD <br />EXTERIOR WALL 8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR N #5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 SPACED EVENLY <br />w/ (10)10d NAILS <br />TYP. 2x P.T. PLATE <br />ASSUMED FINISHED <br />' GRADE <br />MONO OR STEMWALL Z <br />FOOTING MONO SHOWN ; p ° v' 00 <br />FOR CLARITY <br />NOTE: �. p° J11 ILI=ICJ <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY -I ITDI—�iTi1Th'-`I I I' <br />FRAME WALL TO C.M.U. WALL CONNECTION — I-D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S� <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° ° ° `v GRADE <br />00 — v — — — <br />° _ T) TT r' <br />(1) #5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE C—L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13' 9 <br />O.H.D. RECESS <br />fV ' <br />� V�r7 <br />r <br />a. 60 <br />4" <br />SEE A/S3 OR J/S6 J <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />EDGES, AND @ 12" O.C. @ FIELD <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.) 21' <br />r <br />=:e_� ... 1(3 J/21 rnin. 4" II ° • •'. — I —III—I I IT <br />(2) #5 CONT. 4" 114" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL rc <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 <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. 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 />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"°016" 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 />(_3 1/2" MIN. <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 1U-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 />■ <br />.. ► • u I u II ii � �i� >tr�u I �1�111 II II= <br />II , 1 �I 1111111111 111111 11= <br />• <br />. : . AI <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />00 <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />?Gs' <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />�N��s <br />FORM SUBMITTED WITH PERMIT <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />f <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LA''] <br />#5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />N <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />.p <br />r, _ o c • <br />FINISH GRADE 00 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />I_I <br />6 MIL VAPOR BARRIER <br />P ; ° <br />I _ <br />� <br />T <br />R 1 7/8" <br />_ <br />#5 REINFORCING BAR <br />° <br />I� T T <br />M <br />#5 LAP SPLICE <br />• o : ] � II <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM�— <br />D1557) <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING E <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. _ <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-011 J CONT. BEAD SEALANT <br />INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />-4" <br />.•' GARAGE <br />CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" G.C. W/ 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 <br />c m FIBERMESH WWF OR F <br />E —T °. <br />_ <br />N ' TTT— <br />M 6 MIL VAPOR _ — — — <br />BARRIER I I I I , I ;'T — I —I I1=l I— I1=(�F <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" S3 <br />SCALE: 3/4"=1'-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 wl (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOaFROM <br />BOLTS 6" MAXEND OF 2" x P <br />w • <br />U <br />a. <br />a — °• <br />UJI <br />W <br />f <br />#6 LAP SPLICE <br />REBAR DETAILS <br />rF ' <br />SCALE: N.T.S. <br />S3 <br />FRAME -DOWN FALSE BEAM w/ (3) EE PLANS <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />TRUSS <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />" <br />CONNECTION INFO' <br />SEE PLAN FOR • <br />& LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 <br />FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 P.T. <br />PLATE <br />O.S.B. <br />COLUMN LOCATION <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 />ap <br />j <br />J <br />SEE PLAN FOR STRUCTURAL <br />:� <br />W <br />COLUMN SIZE AND BASE <br />o <br />LU <br />CONNECTION INFO. <br />SECURE 2 <br />x <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" <br />O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM TRIM PER PLAN <br />ATTACHMENTS <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />= w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />0'-0" FIN. FLR./-ik COMMUNITY SPECS <br />(2) #5 CONT. —I 1-ph <br />ON 3" CHAIRS 8" 1'-4" <br />(TYP.) <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 = <br />WWF OR FIBERMESH K, E <br />° A. . <br />8" <br />411I&MinE�1n, 116 <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VAttltS 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />" <br />•. <br />° <br />eo C °. v ° <br />— = m c <br />_ <br />v Q, E <br />T. <br />i_- <br />SEE A/S3/J/S6 8" <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"=V-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />M <br />GOGRAD 4- ° <br />d' <br />Ljj <br />Z fZ- LLl 0 A ° I d• I�I — LU <br />U <br />aw _ <br />= OOTING <br />_ = 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. 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