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— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4.12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <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" <br />N.O. 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 />8" C.M.U. TYPICAL <br />PLAN <br />1x2 P.T. HORIZONTAL <br />TYPE "S" MORTAR <br />NAILER <br />STD. 90-HOOK (SEE DETAIL) <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 241. O.C. <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 />CAl <br />31/4" BASEBOARD <br />T <br />LL <br />MIN. 2500 PSI CONC. SLAB <br />Uj <br />a <br />MIN PSI MAY VARY PER <br />;n <br />MUNICIPALITY. <br />N <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />CONCRETE SLAB W/ 6X6 <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />CV <br />T <br />c <br />00 <br />Cl) <br />_ <br />D <br />50 <br />r <br />6 MIL VAPOR <br />17�!j <br />z <br />BARRIER <br />1) <br />COMP. SOIL. <br />D � <br />° <br />(COMPACTED TO 95% <br />TI I <br />I I <br />— <br />III I II I I <br />— <br />I I I <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR <br />—I <br />4" to 6" BELOW GRADE <br />ASTM D1557) <br />(2) #5 REBAR CONT. <br />3" MIN. CLR. <br />ON 3" CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK <br />U.N.O. <br />4" <br />1'4' (2 STORY) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB —\4=1411 O.H.D. RECESS <br />PAVERS -ir 7 z <br />e . A' 0? <br />T T <br />. '.a� I I I•�-�I <br />SEE A/S3 OR J/S6 TT1I I ICI ITF <br />II 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 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 />� D <br />- —III—I— <br />��III-LI1 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />12' GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. c� <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� <br />@ 6" MAX FROM END OF 2 x PLATE E <br />CV <br />•6x6W1.4xW1.4 r <br />WWF OR FIBERMESH <br />D Ell I—TI ,1J1 4F, P 1L O <br />I I <br />1 8" 1 -.1 w ..—...r, , 8-. 1 <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />CV <br />ELEV. 0'-0" <br />A.F.F. <br />d' <br />d. . <br />�. °.. a•.. 'a p a' a ELEV.-0'-31/2" Z <br />a 0 <br />A.F.F. 0 <br />a 2x4 CONT. ° a , ... '.a � U- <br />ee - <br />04 <br />" d GARAGE DEPTH VARIES a <br />a Q. <br />GARAGE SLAB AT STEP rB <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 <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 N 2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />41 41 ' GRADE <br />MONO OR STEMWALL Z <br />° C <br />FOOTING MONO SHOWN ib <br />FOR CLARITY ° D <br />° p f17-fT—Tff III—III—Tff- Z <br />NOTE: <br />g ° I I�TI=TAW I I —I 1- N <br />*FOR BEARING WALL I=I=1I I—III—III=I I Imo, <br />W/ UPLIFT ONLY — — — <br />=1JT.-- I 1TI=�T( 1 I 1=1 11=.TLi=1 I I-1TI-1TI=1TI=1Tf=1 I �=1�-- <br />FRAME WALL TO C.M.U. WALL CONNECTION D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° GRADE <br />71 _ — _ -_ (1) #5 REBAR w/ OPT. <br />II lit t III— I I— 11—I I I— I I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE rL <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT <br />1 <br />SEE A/S3 OR J/S6 -'- -I I II I I IMI I II I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />+_ <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 />E <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0.1 CONT. BEAD SEALANT <br />— a INTERIOR <br />d. A ' <br />° a d <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />a° <br />bo <br />_' <br />C <br />M 6 MIL VAPOR <br />BARRIER — ' <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K. <br />SCALE:3/4"=V-0" S3 <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.) 2" <br />�3 1/2" MIN. <br />D. <br />D ° <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 />1/2"(min.)- 4" <br />31/2"(min.)- 4" W � J I I lJJ JJ �LI- <br />111 —I I ' <br />(2) #5 CONT. 4" 1'-4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL C <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />S3 <br />5/8"OR 1/2" HIGH STRENGTH � '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12) 10d NAILS U.N.O. <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />REINFORCEMENT AND WILL NOT 11 2x P.T. BOTTOM PLATE <br />INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />ATTACHMENTS 2 WWF OR FIBERMESH <br />31/2" MIN. <br />tv <br />D ° —1$1/2"(min.)-411 <br />°O — I <br />(31/2, (mi nn �1- 4-1L1 <br />T =1 I - <br />I <br />(2) #5 CONT. 40 i l litii 11 r 8 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP rc <br />SCALE:3/4"=V-0" S3 <br />2x STUDS @ 16" O/C I,' N <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION /� NOTE: <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) <br />3RD LAYER 1/8" THICK. 10d NAILS <br />K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE <br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR <br />WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM <br />o <br />END OF 2 x PLATE <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D <br />Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fr 40ksi a ° <br />�- — 01111 <br />FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g�D6 MIL VAPOR BARRIER D D ° 00 � <br />°I. — I— � z T #5 REINFORCING BAR R 1 7/8 <br />I1 #5 LAP SPLICE <br />LL! J1 <br />D 36" MIN. LAP [36" MIN. LAP] <br />COMP. SOIL. (COMPACTED TO I _ <br />95% MODIFIED PROCTOR ASTM —I — �I—�Tr, I 101. <br />D1557) � „ rrr IrrrL,-n'� �i-rr� <br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION, <br />SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR " " CONNECTION INFC <br />" & LAYOUT DESIGN <br />TOP OF BEAM <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 />C <br />j <br />Q <br />w <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />� <br />CONNECTION INFO. <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />GARAGE <br />COLUMN TO PORCH SILL <br />'°'• <br />�' <br />O.C. <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />M <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />SIZE AND REINFORCEMENT) <br />'v WWF OR FIBERMESH c, <br />A <br />a d <br />BRICK PAVERS or PER <br />— — _ — — <br />0'-0" FIN. FLR.� <br />COMMUNITY SPECS <br />4I/I <br />1 <br />Virtual - _ <br />ip.­ <br />for compliance <br />Edition by Debra <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-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 % c <br />WWF OR FIBERMESH r, E <br />IM <br />0 <br />T <br />(2) #5 CONT. =1111 r1 ICI ---,I 11 , I IJ I111- <br />ON 3" CHAIRS <br />8" V-4" 8" <br />(TYP.) <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 />° d d111I I 1 T <br />00 <br />C A C d <br />T <br />C - <br />1 <br />N r a —I <br />co_ <br />SEE A/S3/J/S6 4""j-18" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS C@ S.G.D. M <br />SCALE: 3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -� <br />CONT. FOOTING STEEL ­ <br />GRADE <br />0 J _ d .. <br />Z LU 0 <br />00�= <br />U- 0 A . — <br />�1 <br />PAD REINFORCEMENT <br />(SEE SCHEDULE) F <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _E� d <br />MAT REINFORCING. r ' <br />I Cl) <br />ii.�`iZii•'1� <br />u�11='1`�` 1� ' <br />MIN. CLEARANCE <br />SCALE: N.T.S. <br />I <br />N <br />N <br />O <br />f C F <br />In <br />s d J .r 000 <br />Ar <br />, <br />W <br />- 0 <br />w <br />0 <br />Z <br />Q <br />P E <br />^, 0 <br />0 L "' 8 <br />3 CIO 4, <br />M N 5 <br />Ln V -0-0- m M <br />O E <br />L 8 <br />_O <br />0 U-g o QQ <br />Q <br />s � <br />o,P 2 <br />�N w Q:;� M <br />^` M N <br />�C <br />W L � •� <br />C) K C) a a <br />LQLI W OY F- <br />Lu <br />�~O(�WQ¢ZLU Wx i J W ZW OaQ¢LLUO0,-jO <br />F- <br />O�F-U <a —j LO <br />LZ <br />U)Wa�FnwwWcO-n0�¢D�� <br />0 <br />Z <br />�QaOW Z OWU <br />Q~�'zQ0�WZ\��oa <br />IL <br />Ow B H P g W Q Q <br />Ow o =) 0�z <br />LLQ O �aLL <br />i <br />O <br />Z N <br />OW <br />/ v, O <br />CD 0 <br />OU)CCMO <br />Ur%_ <br />F- aM IZ c <br />r <br />QUQ00 <br />Z <br />W <br />W <br />�C:) <br />O <br />O <br />N <br />N <br />O <br />N <br />CV <br />r <br />O <br />0 <br />co <br />CIOW00Noo�� <br />O <br />O <br />NCV <br />o <br />O <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />(V <br />N <br />N <br />O <br />S <br />a0 <br />M <br />H <br />O <br />N <br />0 <br />0 <br />0 <br />o <br />o <br />o <br />c0 <br />0 <br />c <br />,^ <br />L ! <br />N <br />i <br />O <br />o <br />N <br />O <br />M <br />O <br />O <br />O <br />CO <br />o <br />I� <br />Cr <br />vJ <br />Z Z <br />O <br />) <br />4-0ov� <br />w <br />11--r <br />O <br />V��a <br />M <br />- <br />V 1 <br />O <br />0 W <br />Q <br />z <br />W <br />co 0 z <br />C� <br />N <br />Z 3: <br />00 <br />�MZW <br />M <br />I>Z <br />z z <br />N <br />O <br />Va>-� <br />Q <br />U)zz <br />Z <br />U <br />g <br />OU <br />o <br />W <br />IY <br />a <br />Z <br />Z <br />Z <br />J <br />W <br />N <br />" <br />M <br />0 <br />IN <br />LAST PLOT DATE <br />Apr. 25,` 22 <br />O <br />STRUCTURAL <br />I <br />DETAILS —MONO <br />