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— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE it (#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. <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"&'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 @ 24" 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 />3 1/4" BASEBOARD <br />w <br />MIN. 2500 PSI CONC. SLAB <br />w <br />a <br />MIN PSI MAY VARY PER <br />- <br />to <br />MUNICIPALITY. <br />`14 <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 />A <br />T r n P <br />—I 1I- <br />00 <br />M <br />- D <br />6 MIL VAPOR <br />BARRIER p �r 4 I — <br />D• • — <br />f <br />COMP. SOIL. ° — <br />(COMPACTED TO 95% <br />III I I I I I I I <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR —III —I <br />4" to 6" BELOW GRADE <br />ASTM D1557) <br />(2) #5 REBAR CONT. 3" MIN. CLR. <br />ON 3" CHAIRS TYP. V-4" (1 STORY) <br />STD. <br />90 HOOK <br />U.N.O. 4" V-8" (2 STORY) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <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 z <br />JQ <br />„ RI E­ <br />4" OP <br />WT <br />e ' <br />SEE A/S3 OR JlS6 _I 1— <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 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 />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (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 & tz� <br />@ 6" MAX FROM END OF 2 x PLATE E <br />6x6W1.4xW1.4 CVr <br />WWF OR FIBERMESH `'' <br />° <br />I I M=1 f— r o <br />1 81 11,�, ..—...E. , ,�' <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT GG <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" IN"S3 <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 10d NAILS <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />`FOR BEARING WALL <br />W/ UPLIFT ONLY <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 />4 . A.F.F.1E =L:::� 11 IN A <br />''^^ <br />d. V <br />Q. °. 4' a . ELEV.4-3 1/2" Z <br />4 A.F.F. p <br />4 2x4 CONT. . a' °.. ... .' <br />A 44 ° <br />b <br />LL <br />e G ° <br />° . Q A A. <br />GARAGE DEPTH VARIES °' <br />° e ,.° .4 ° ,a ° 4 <br />a..• „ 4. <br />GARAGE SLAB AT STEP rB� <br />SCALE: 3/4"=1'-0" <br />S3 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <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 />BLOCKING @ 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 />NSULATION PER CHART ON FLOOR PLAN <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8„o x 10" "J" BOLT @ 24 O.0W/ <br />. <br />IMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />x 6 W1.4 x W1.4 <br />@ 24" O.C.) 211 <br />WWF OR FIBERMESH <br />31/2" MIN. <br />1 T31/2"(min.)- 4" <br />31/2"(min.) 4" p <br />II—II-II- <br />-�r� _ fi <br />(2) #5 T. 4„ �rrr1Trrrrrl r� 8r <br />U.N.O. MIN. <br />TYPICAL BEARING WALL Cad STEP (b SHEARWALL <br />"SHEAR WALL" SCP.'.E: 3/4"=1'-0" <br />�5• <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" 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"°0/16" 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 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 />'Tt ° <br />1 /2"(min")- 4" <br />00I- <br />3 1l2"(min.) - 4.. TT— �_ <br />l� <br />'� 1ff fl 11Tf I —I � I <br />(2) #5 CONT. 4 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP CC <br />SCALE:3/4"=V-0" S3 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />5 <br />INSULATION PER FBC AND ENERGY <br />10 M�Pp <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />Go <br />1 x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />O <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"x6" "J" BOLTS BOLT <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 />3RD LAYER 1/8" THICK. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />K.O. BLOCK <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />(6) 1/4"x31/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />r <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />ASSUMED FINISHED <br />� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />�., <br />D ' D ' <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />° ° <br />a D <br />FINISH GRADE 0O <br />_Z <br />25" MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />° ° • • ° <br />— — 1 O° <br />6 MIL VAPOR BARRIER i If�( <br />I I e .' <br />I -f �1=� —°T° <br />„ <br />D D° aD <br />I1—I I r <br />#5 REINFORCING BAR <br />. .. ° . n D <br />111=ll1—� 11-1 f f=111- <br />LLL JJ. LLL 1L1 1LL I I � <br />I <br />• <br />T= ILII <br />l h <br />#5 LAP SPLICE <br />_ LIl II L— 111- `„ COMP. SOIL. (COMPACTED TO- <br />1 95% MODIFIED PROCTOR ASTM <br />1�—LI �LI—J1—�lI— 1T�—JZI—I D 1 557) <br />Tli=�l I f �1=1 =1 1=1 I I i IITf_—'T 4" 1'4" <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />° v ° GRADE <br />00 • <br />REBAR w/ OPT, <br />' I —III —III —III— I — I �I 11= 11=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13' <br />O.H.D. RECESS <br />CV � <br />M <br />t p <br />M .. W •� <br />.. <br />II�IIIII .•a •, �r <br />OP <br />SEE A/S3 OR J/SE--- -I I i I II-- i I III <br />TF <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />1'-8" (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" GYP. BD. <br />P.T. 2x <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALP& <br />OIL <br />INTERIOR <br />°.. 4" <br />a a, <br />;ONCRETE NAILS W 1 1/2 <br />:MBEDMENT @ 12" O.C. <br />iTAGGERED, FROM BOTTOM <br />'LATE TO CONCRETE <br />NIN. SHEAR 180# MIN. <br />'ENSION 120#) CONCRETE SLAB <br />—71 <br />00 <br />E- <br />r <br />M 6 MIL VAPOR <br />BARRIER <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH-47 <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG.rK <br />SCALE:3/4"=V-0" S3 <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 />o END OF 2" x PLATE <br />LU D <br />U <br />CL <br />— — <br />D <br />W T — D • <br />,LU -� I ° <br />REBAR DETAILS <br />F <br />SCALE: N.T.S. <br />S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. " <br />" " <br />CONNECTION INFO <br />SEE PLAN FOR <br />TOP OF BEAM <br />&LAYOUT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 <br />FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />d ac4 P.T. <br />C PLATE <br />ins" <br />o.s.a. <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 />it <br />> <br />Q <br />-j <br />SEE PLAN FOR STRUCTURAL <br />g <br />LU <br />COLUMN SIZE AND BASE <br />o <br />LU <br />CONNECTION INFO. <br />SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL '°'- 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 />M FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or COMMUNITY SPECS B PER <br />0'-0" FIN. FLR.� <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 />35004, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH r, E <br />D O <br />T�TI—I I —f <br />(2) #5 CONT. =1 I ELI= JJl I I` <br />ON 3" CHAIRS <br />(TYP.) <br />8,, 1'-4" 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />VAKILb <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />vy ° <br />—�—j—L <br />SEEA/S3/J/S6 ? ter"`` 811 <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 E <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />cn <br />ao RA ° ° <br />_ d. <br />�awo I_11—_ °• II II —II Ilr LU <br />w <br />0. <br />— <br />�_�00 0 <br />��r FOOTING 0 <br />IIIILT �mT� 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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