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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 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER Cn 31/4" BASEBOARD U_ Ir MIN. 2500 PSI CONC. SLAB LU a MIN PSI MAY VARY PER =CD MUNICIPALITY, `r' 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 CURB DUE TO SLOPE E• v N °D A D ■ z O0 � II D ;0 _ 6 MIL VAPOR D _ = z_ BARRIER ; 'r D 4 _— II � N COMP. SOIL.' - (COMPACTED TO 95% — — NOTE: EXTEND DECO FINISH MODIFIED PROCTORJ.m- 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 4" �1'4' V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —[�O.H.D. RECESS PAVERSz II �� SEE A/S3 OR J/S6 —`_I ll Mlll Lr_ FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOW ) GARAGE DOOR SLAB RECESS 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH CO A D. O II 1111- 1-111—' r 1 $„ -- I , ,-, , ,r, r. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK 04 T "' ELEV. 0'-0" OIL IL _��11 A.F.F. A, Q. • •4' a ' 4...' ° 4- '° 4 . ELEV. -O'-31 /2" z .... d' . ° " 4. O a ° . 4 2x4 CONT. A.F.F. 0 d♦ • 44.4 - c ° a GARAGE DEPTH VARIES ° 4.. p ♦ 4. a GARAGE SLAB AT STEP rB""� SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 " x P.T. STUD SEE CC/S3 OR �`v� #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS N r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; p 4 ° P ;0 FOR CLARITY ° R ' NOTE: g°' *FOR BEARING WALL'- W/ UPLIFT ONLY — — — 111 , I 111- ' l l l—I I ICI I Iml I I� I I,�.rl I ��f�,•I I t,T,•TI,�I I I,�T— FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 1 4 ° GRADE — — ♦—1=Z;Lr—rrr — M r _ _ (1) #5 REBAR w/ OPT. 11� —1Tf ' I I— I I = 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" � O.H.D. RECESS CV ' 71L— OP SEE A/S3 OR J/S6 -I 1 i I I 1 1 I JL� FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 STC I 1RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED Wi 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGHAALL (U.N.O.) (OR %" G GARAGE W/A HA ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w (12) 10d NAILS 1/2" CDX PLYWO. SHEATHING 13 EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" 0-C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 31/2" MIN. ° a0 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" (2) #5 CONT. 4„ ''�IInTT-4" T'r 8" U.N.O. MIN. TYPICAL BEARING WALL a STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 1 Od NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH D ° I I,� l I !r 1 /2"(min.)- 4„ 31/2"(min.) - 4" -� I -I I I -u I�I I T1I„� _ D1 lILL I]�[�[1II-111 Ed(2) #5 CONT. 4,'. 11 ,11 1"' 8 U.N.O. I MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \�� 1Go s\X, o 5 FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1Od NAILS @ EA. STUD S 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR fV D D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP]6 MIL VAPOR BARRIED ° 1� 111 LL 09R 17/8" #5 REINFORCING BAR 1�41 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO D ' II II U36" MIN. LAP [36" MIN. LAP]95% MODIFIED PROCTOR AST�=�� 1 10"D1557) #6 REINFORCING BAR #5 STD. 90 HOOK IIrrTIITr-rIIrrrII 4" V-4" IIrrr� #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& � • ♦ .4 �' ' • ¢ INTERIOR a 4• 4 4 4 :ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. •ENSION 120#) CONCRETE SLAB 00 _ E ]T[ M 6 MIL VAPOR = —� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 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 6x6W1.4xW1.4 WWF OR FIBERMESH M a'_j I1 K S3 SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U J W �J.JJ. 111 D • ° REBAR DETAILS r F SCALE: N.T.S. CJ'+3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR S &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. Q PLATE A 7/Is" o.s.e. COLUMN LOCATION RE 2 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zz ATTACHED PER NAILING w a SCHEDULE SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. 4 P T BTM PLATE SECU x . . 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 Cl) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-iik `COMMUNITY SPECS ``ir`p``i/,`i/` -- --� �------ ii`�/i``/i`�/ice • • SCALE: 3/411=1.-011 it T (2) #5 CONT. =1 ljR I I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" 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 r �: WWF OR FIBERMESH -, I1f=111=rrT 1I , 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 —` I"8„ FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Cl) 00 - — — d ° Uj 4 —III—III—I 11= Z =LU LLI O1: - • 0 . ♦0 _ _Z z LL L — -4., o d 1i—f.1 I FOOTING v I�I 11�11iII' ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M NO N • co LL. -o j to Q 0. a z a a O 4 U M co6 _5, Ln d M AV' E W L co s I; Un)` U W CLN C L 00rz, E TW V) W LLJW 0 LLI vi W 0 1- F- LL'3 x ~zx Q Q U [— X � J(0 0 3. M 0 LL 0 O LL J O <Opp zw ozmooi.- Q 3WR9ao_zORo_Om0Zz Z 0 fnW dW!nW W WFnof�Q= J F- LL. O zwzOwUpa U) O LL Q��¢pW< OW MP4 g�Z�a a W 0 =O p w ;a� i� O Z W 0� >U)O I�U)cMO LO a. _j LL 2 z W I — =ISM oo < Z V LUZ3: W O J O mi co d' JUL1 01 Virtual Review Assist. nc. ans Review completed mpliance with th 20 a d 0 8 apo ra Anne lah PX 300 O o O 0 O 0 N 0 LO ti _M 0 °° O �QN O r O I I 1 Z o N U'); N M v I I I LO qCT 0000- z aZ w C) � Ll1 m00 0 V wvm U 0 �zj Cwo Z aka w = w w F- NcifZoo ■ ■ W <~g O 0 ZwZWO w ILL • Z az QU Q W z z z w Uj J N LAST PLOT DATE . . Z -6-0 O 1 STRUCTURAL DETAILS - MONO