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(2) LAYERS ASTM TYPE 11 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 11 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 />(2020YRESIDENTIAL <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.) METAL PL. UNDER EA. TRUSS <br />VARIES <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16"0 * S * B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 ELEV. VARIES <br />/ <br />INSULATION BAFFLE - <br />ALUMINUM DRIP <br />EDGE <br />5/8" OR 1/2" HIGH <br />LUMINUM FASCIA <br />STRENGTH CEILING <br />1\1 <br />N 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 8"X16" KNOCK -OUT <br />x <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 />lx2 P.T. HORIZONTAL <br />TYPE 'IS" MORTAR <br />NAILER <br />STD. 90-HOOK (SEE DETAIL) <br />10= <br />__---ARCHITECTURAL <br />FINISH <br />lx2 FIT WD FURRING @ 24' O.C. <br />2� <br />(1) #5 VERT. IN FILL CELLS <br />1/2" GYPSUM WA LLBOARD I <br />(SEE FOUNDATION PLAN <br />U.N.O. <br />FOR LOCATIONS) <br />lx4 P.T. BASE NAILER <br />cf) <br />3 1/4" BASEBOARD <br />U- <br />MIN. 2500 PSI CONIC. SLAB <br />MIN PSI MAY VARY PER <br />=Lu <br />Cl <br />MUNICIPALITY. <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />CONCRETE SLAB W/ 6X6 <br />:z <br />WlAXW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />E1-T <br />11 <br />--- <br />hK!0 <br />co M <br />:- <br />0? <br />6 MIL VAPOR <br />�r:;; <br />2� <br />BARRIER <br />t> <br />t) <br />COMP. SOIL. <br />--L <br />(COMPACTED TO 95% <br />ii-L <br />\-NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR J. <br />4" to 6" BELOW GRADE <br />ASTM D 1557) <br />(2) #5 REBAR CONT <br />3.1 MIN. <br />CLR. <br />ON 3" CHAIRS TYIP <br />1-4- (1 STORY) <br />STD. 90 HOOK <br />U.N.C. <br />4" <br />V-8" (2 ST?!Y�) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" V-0" <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-\ <br />__j <br />4. <br />;0 <br />4 <br />1111 <br />SEE AIS3 OR J/S6 ---I <br />=7 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1 � 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />V-8- (2 STOR)') <br />GARAGE DOOR SLAB RECESS <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- (R302.1 1) <br />.112" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� <br />APPLICABLE. c <br />IT <br />.1 /4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE - E <br />- 6 x 6 W1.4 x W1.4 Q <br />ce) <br />WWF OR FIBERMESH <br />8" --4" <br />TYPICAL INTERIOR BEARING <br />WALL w/ OUT UPLIFT <br />GG <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />S3 <br />rG G <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=l'-0" <br />2x S.P.F. S <br />A <br />4=:= -:� <br />LOADBEARINGOR <br />"-- <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />It #5 VERT. IN FILLED CELL <br />04 <br />G/S3 FOR ANCHOR <br />BOLTINFO. <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) 1 Od NAILS <br />CN 2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL---,, <br />11 :2� <br />FOOTING MONO SHOWN <br />00 <br />FOR CLARITY <br />IT I F11 <br />A ;2� <br />D, <br />NOTE: <br />:Fl =I I <br />*FOR BEARING WALL <br />�2 <br />UP E-11', <br />W/ UPLIFT ONLY <br />11 <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 11-0 <br />�, �3 <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" <br />WWF OR FIBERMESH <br />min.) 4"---\ <br />1 <br />A A <br />GRADE <br />00 <br />�l I I=wH = = I= <br />lEI I I . 11 <br />Nh' <br />IL <br />1) #5 REBAR w/ OPT. <br />)CREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE <br />SCALE: 3/4"=V-0" <br />S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT - <br />13" <br />-O.H.D. RECESS E, <br />w <br />cl:: <br />'A <br />4" 0? <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1-4- (1 STORY) <br />V-8- (2 STC RY) <br />GARAGE DOOR SLAB RECESS <br />ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 <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 />E <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />5/8"OR 1/2" HIGH STRENGTH <br />--TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %I' 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 />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" (R302.1 1) <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W1 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"* x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10) 1 Od NAILS <br />2­0/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"02" TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />F2 <br />O.C. OR 5/8"xl O'WEDGE ANCHOR <br />P x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2" <br />V <br />WWF OR FIBERMESH <br />3 1/2" MIN. <br />L a <br />"r ":7 1/2"(min.)- 4" <br />jrj�� I 1�� I I lj� <br />00 p I [::p 1 <br />3 1/2"(min.). - 4 <br />I V-1, <br />(2) #5 CONT 41, 11411 8. 1 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP (d) SHEARWALL <br />"SHEAR WALL" <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />SCAI P: 3/4"=V-0" <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 />2­0/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"xl2"TITEN HD @ 24" <br />O.C. OR 5/8"xlO'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 />3 112" 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 10'-0' (R302.1 1) <br />-4NSULATION PER CHART ON FLOOR PLAN <br />-SIMPSON SP1 w/ (10) 1 Od NAILS <br />x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />/WWF OR FIBERMESH <br />;0 <br />1/2"(min..) - <br />�(3 <br />M, <br />(2) #5 CONT. 4" '4 0 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <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 />3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />@ K.O. BLOCK <br />SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD <br />2X PT PLATE 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS '-#3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. <br />Fy= 40ksi <br />#3 & #4 LAP SPLICE <br />1> <br />[GRADE 60 MIN. Fy= 60ksi] <br />0. <br />TTT <br />. . . -4 . FINISH GRADE 00 M MIN. LAP] <br />cl) 25" MIN. LAP [30 <br />It j OP ii!w AAA <br />---- ---- ---- <br />6 MIL VAPOR B RRIEff R 17/8' <br />#5 REINFORCING BAR <br />04 <br />05 1 AP.qPl IrF <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D 1557) It 11 <br />4" 1'4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-O" <br />SLAB INFORMATION. <br />P.T. 2x <br />0.01, <br />- I I --j <br />< <br />..*j <br />'A <br />CONCRETE NAILS IN 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) <br />C? E= <br />M 6 MIL VAPOR <br />BARRIER <br />1/2" GYP. BD. <br />-HOLD GYP. BD. <br />1/2" FROM SLAB <br />- CONT, BEAD SEALAI <br />INTERIOR <br />CONCRETE S <br />E <br />S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.C. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />........... <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />4' <br />WWF OR FIBERMESH <br />6 x 6 W1.4 x W1.4 <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=l'-0" <br />K <br />S3, <br />SCALE: 3/4"=l'-0" <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 I. <br />BOLTS 6" MAX FROM <br />END OF 2" x PLATE <br />w <br />CL <br />UB= <br />a. <br />j> <br />R <br />IF �M\ <br />REBAR DETAILS <br />F� <br />SCALE: N.T.S. <br />�3 <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />1 Od NAILS TO TRUS§ TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. x <br />x <br />CONNECTION INFO <br />SEE PLAN FOR x <br />& LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PL -AN <br />(2) HTS20 <br />FOR STRUCTURA L <br />BEAM SIZE & <br />CONNECTION INFO <br />20 P.T. <br />PLATE <br />7/16" <br />O.S.B. <br />COLUMN LOCAI ION <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />(D <br />W <br />0 <br />SCHEDULE <br />cr <br />w <br />SEE PLAN FOR STRUCTURAL <br />JI <br />w <br />COLUMN SIZE AND BASE <br />Z5 <br />UJI <br />w <br />CONNECTION INFO. <br />SECURE 2 4 P T BTM PLATE <br />x <br />. <br />. <br />. <br />SEE DETAIL 16/Dl FOR wl 1/4"x3"TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />I M- O.C. <br />ATTACHMENTS & 18/Dl <br />FOR COLUMN TO BEAM TRIM PER PLAN <br />ATTACHMENTS L <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 />COMMUNITY SPECS <br />0'-0" FIN. FLR./ik <br />(2) #5 CONT.-f <br />8., <br />ON 3- CHAIRSL <br />(TYP.) <br />1'4' <br />1/2"(min 4" - <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <br />SIDE IF A <br />5/8"DIA. EXPANSION BOLT @24 <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />& <br />6 x 6 W1.4 x W1.4 - r- - <br />cr <br />WWF OR FIBERMESH <br />A <br />v Wl� Ul. <br />0 <br />8' <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />K�G <br />SCALE: 3/4"=l'-0" <br />11/2" RECESS FOR <br />S.G.D. (U.N.O.) <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <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 SwG.D. ��M <br />SCALE: 3/4"=l'-0" '\�S 3 <br />q MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />MAT REINFORCING. <br />CONT. FOOTING STEEL <br />cv) <br />GRADE '4- A <br />LLJ <br />Tit <br />D 2 w <br />CL 0 0 <br />w(n uj �j z <br />A* <br />w <br />PA.. :.4 <br />w <br />OOTING -J <br />0 <br />BEYOND <br />PAD REINFORCEMENT! - I III I 1=1 <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL K"N� <br />SCALE: N.T.S. �3 <br />AUG 2 <br />V \�) A, <br />,IRTUAL RFl,'LA( ASSIS- <br />11 rtuai Review �-.cQ ��,Sl 'C 10. <br />ad <br />Pians Pevit:vv if-,. and ap�-' <br />for compilance voth tt,c: 2.�'02�0 FB--" 7th <br />'-dition by Debra Klahr PX2300 <br />C14 <br />o <br />04 <br />to <br />cio <br />to <br />z <br />w <br />0 <br />z <br />< <br />0 <br />4) a) LO E <br />> or� 0 <br />Q) <br />1. -= 0- <br />0 M -, <br />In 1. <br />V) <br />C3 U cl) <br />U -070 0 <br />'0) <br />c: <br />W E 2- ' <br />0 U-E a < <br />() I� a) < <br />"q <br />ci <br />U Lu C)-!;j <br />0o E" <br />7()1`- <br />60 c �2 <br />cx -u <br />w w W <br />uj <br />LIJ w <br />Ill �0- �2-j <br />w � <br />0 <br />w2j.-O <br />ci:gyzw z <br />4, 0 0, 0 <br />w 0 <br />< 0 <br />I-- F- <br />Z) <br />-j (0 0 <br /><ax- 0: <br />D 0 <br />ou)crgz' <br />- 0 0 <br />w u- 0 -1 <br />01220cli.--j- <br />f2ooc'50z <br />ZZ) <br />0 0 <br />U) 0 z <br />0)wcLwv5zwwv5w <br />5- > z 0- <br />< 0 W <br />,C 0 <br />z u- w -j <br />z 0 W 0 <br />wz,,, a. <br />u- <br />Ow <br />Ow <br />< <br />E5 Z w < <br />< <br />u- <br />0 <br />u­ <br />c:) <br />c:) <br />z <br />LLJ <br />LD <br />cn <br />> U) p <br />M c) <br />Ce) p <br />LO <br />U) <br />ILL <br />2 U) I <br />zF- <br />< LLJ < Lq <br />W 0- <br />00 <br />z <br />z <br />w <br />c:) <br />CD <br />w <br />04 <br />04 <br />0 <br />N <br />C%4 <br />N <br />CD <br />w <br />0 <br />C) <br />C) <br />0 <br />o <br />04 <br />C) <br />C14 <br />0 <br />C-4 <br />0 <br />c%4 <br />0 <br />c-4 <br />0 <br />C-4 <br />0 <br />C-4 <br />& <br />CN <br />cb <br />C) <br />Lh <br />ob <br />A <br />I-1 <br />04 <br />6 <br />M <br />N <br />4 <br />-, <br />C) <br />C) <br />I <br />I <br />(0 <br />0 <br />cn <br />Lo <br />> <br />(N <br />M <br />qq <br />Lo <br />CD <br />Lo <br />I cr <br />00 U) <br />Z Z <br />- z 2 <br />10 4-0 <br />w <br />W 0) <br />w �- 5; <br />0 F- <br />< <br />W <br />U <br />0 <br />a- 1: <br />W <br />Z <br />Of F- <br />ca 0 <br />1: <br />0 <br />�- z <br />0 F- W <br />- <br />Z <br />00 <br />Of <br />5. <br />>- <br />< 111 0 <br />zo Z M <br />13- <br />z z u- <br />Nw <br />0 <br />< < I­- <br />-j 2 z <br />< <br />III <br />>- U) <br />Z <br />z <br />z <br />z <br />0 <br />0 0 <br />z <br />z <br />z <br />w <br />-j <br />w <br />LAST PLOTDATE <br />>C) <br />Jul. 21, 22 <br />z 0 <br />STRUCTURAL <br />DETAILS -MONO <br />