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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12 N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8 "x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID!V/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 99HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w d MIN PSI MAY VARY PER MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR c CURB DUE TO SLOPE N b °° � 6 MIL VAPOR11 ° = = z BARRIER lIl ,` dr I III COMP. SOIL. IIII I1 (COMPACTED TO 95°1° —I 1 I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR II I I I III —III —I I I I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%2' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z d.' . .d • - 4" I bo _1 T fll� IIIII I II SEE A/S3 OR J/S6 —`-I L l i l l l =' Fh � 1 Ill F-' FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) ° ° -III—III—III—I m ° 1-III—III—III I � 'LIIIhIII„IIIII;,I I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. VVB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E .6x6W1.4xW1.4 T WWF OR FIBERMESH ° II— III —III —III I I III —I I I —I 1 8" 1 1,41.. 1 ..8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV _J _ "' ELEV. 0'-0" IE =LL:Zd a 4 °. A.F.F. V Q . ° p . 4 a .. ELEV. -0'-3 1/2" H °d°d e. ° d 0 e A.F.F. 0 a 2x4 CONT. LL. 4, e e ° d - I 94 ..d. d. d°CD . d N ° e GARAGE DEPTH VARIES ° .. °. .d. .° d• c ° 4. A. GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.G. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W18d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. D ° °' =I I I=I I I-1'31/2"(min.)- 4" z ;° _ _I _III —_III_ I 31/2"(min)- 4" I 1=III I— =1 I1 III-1 I� I- -1 I'' (2)#5CONT. iI I iil,..I IIIII IlI111,11 III- �' 4" 1'_4" 8" U.N.O. MIN. TYPICAL BEARING WALL (�) STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE 77 SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN D ° • _III=_III=_III=131/2"(min.)-4" 00 — I —III —I I 3 1/2"(min.) - 4" =III=III _ =III III —I I-1 I I I=1 11=1 11=1 I I I I=1 (2) #5 CONT. I '4"' I IIII ��II41 IIII III 81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP K'CC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2M INSULATION PER FBC AND ENERGY N�°°s 8" C.M.U. FORM SUBMITTED WITH PERMIT c ° 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED WEEP BAR 2x P.T. PLATE ASSUMED FINISHED —1 =E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR . GRADE N ° ° D d- .. z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi n z M D ° ° DD FINISH GRADE °° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] °O 6 MIL VAPOR BARRIER -1 I I=1 I I III I I D ° ° I I=1 11=III=I —_ 111=1 I I —III —III— -' R 1 7/8" ° _ _ I —III —I 11=1 I I —III —III i ; ' N z #5 REINFORCING BAR ° '° III —III —III —III —III —III- z I I III I I o I I=1 11=1 I I —I 11=1 I' T 1 I 1=1 I I —I I I —I I I=, 2 #5 LAP SPLICE ° I —III —III —III —III —I i t—I I . g ° ° III=III=III=III=1 i I=III= N III D °' I=III=III i 1IIIIi i� I 36" MIN. LAP [36" MIN. LAP] I=III=III=III=III=IIII ; '11-1 =1 I I=III=III=T_II=III=1 1=III=9 OMCOII 11=I=1 MODIFIED PROCTOR ASTM It===I= D1557)II= I I I —III —I 11=1 I I I I I —I I I—' III=1 I I—III—III-1 I=1 I I=1=1 I 4" —I j -4; I —I FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 d °v GRADE °° � 1— — — — =(1) #5 REBAR w/ OPT. IIIII I IIIII I I� I I IIII IIII IIII III 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS T I M M " d.. d/'`� III=_II - d. 00 11111�I- SEE A/S3 OR J/S6L S111 l 11 ii � l ; I li 5111- FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 01-01, CONT. BEAD SEALA� INTERIOR d. 4' d` ;ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. -ENSION 120#) CONCRETE SLAB � e .0 -- ;III= N 1=1 11 z M 6 MIL VAPOR 7.11 — ('- BARRIERi i e 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 N ' WWF OR FIBERMESH , ° NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM w END OF 2" x PLATE W ° J _III=III=III � ° I —III —III —III W I III=III II—� ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN i/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE it > a w -SEE PLAN FOR STRUCTURAL J w COLUMN SIZE AND BASE o � CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °`• O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER Y-0" FIN. FLR./-� �COMMUN!TY SPECS �i✓i✓iii'd'• i � iiiiiiiiii'!✓i✓r INTERIOR WALL A. . NON—B.G. TAPERED COLUMN FRAMING , 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 'GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH III —III— III —III_ o III III —III —III—' r (2) #5 CONT. =1 1=11 i-1 I I, , I=1 I I, , I I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" 53 1 1/2" RECESS FOR VHKItJ 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH rM ° — _ d aco III III III; N M N �. I I III III-111, _ �I 11 I � " ° " I I IEEE I II E a _IIII III= _-IIIII III1I SEE ws3/J/s6 '-41 I 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE - _ .4. _ Lu J a d. ° i—III—III—III—' —III—_III—III—I I W = 0 0I I I I I I I I I e I I I=1 1=III=, z Li- U �_ a a d = _ _ - C) Z 12� V' I —I —III—III—III—IIIZEI I =III—III==FOOTING -III III=1 I I —III —III —III III —I i I —III- 0 711 IIII I IIIII IIIII BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (N"� SCALE: N.T.S. S3 M N O N 00 _ a al w w00 O xbLO a Q 10 c z re e'� w e d�. w z Q 0 L N E ° � W L ,>-- o � M � 4--j � N E>_ t0 B o _0 o `- � v Q —/s U�� Lnn Lu Q N C V 7W L O0E 2 V 0 a (D W w � W J W � 0 O �W �.0) 0QLLO0 Q Q — F-01J)c OxJ — j0ZLL W Z 0 oRoomOzQ Z`< C'f[— LL Z a>zYOZzLLOW0�a CL QOwO�i-i- �Lu2S O p Q Z X Q W Q O w O Z LLI 011_ >_ (n 0 O Q II.-:M Q (/) LO J It ILLrn 2 LU QU<oo Z F' � Luz W O O JCD JUL '103 Vi tual 1 1 I Revi I w Assisi, I 6n Plans Reviewcornfliptedl6nd for compliance ith t e' a p rov bra Annh Kla br P 230 LO bV D O1714 o N 0 N 0 N 0 N Ui C) M M "a 1 1 O O ai O CD T O I 1 1 1 ' z O N I o o b O I I I Lo ; N <•M 4 i 1 1 M� <~ zz WU07 aw O z O LL.I U �zz UU� Lo -0 0 = 5; Owo z a�a Q L W u Ln = Lu Ln (D N 0 zoo UJI ■ LO Q Q z�O 0 U w �Z� • 1*110 Z H� Q o0J 12 W z z z W J Locq o 0 LAST PLOT DATE O Z STRUCTURAL DETAILS - MONO