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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 \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 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 NAILER TYPE 'IS" MORTAR 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 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w 0- 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 °° 6 MIL VAPOR I II BARRIER I I a I III I COMP. SOIL. (COMPACTED TO 95% I I =1 I=I I I I= PROCTOR 1I 1I 1IMODIFIED NOTE: EXTEND DECO FINISH— D1557) 4" to 6" BELOW GRADEASTM (2) #5 REBAR CONT, 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z M SEE A/S3 OR XS6--'-ILI l I I li F,lil it l ll-1 FOR REINF. INFO. 3" MIN. CLEARANCE V. 4" (1 STORY) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 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.) D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (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 .6x6W1.4xW1.4 r WWF OR FIBERMESH `' A �. I —I I I=ll—J1 I I III=1I I -III -I r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 ELEV. U-0" 4 . A.F.F. A. V fi�rr{{ Q. ° A a ELEV,-0'-31/2" ° °...a•, a a °d, d O d.a •' •; e a 'd a 2x4 CONT. ' .,• ' a . .. ' ° .° •'d A.F.F. LL a 4a LL a, GARAGE DEPTH VARIES d• Q. a ' ^ 4 GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" a GRADE °°EEI—II�EEI—I —I I —I I —I -I 1= I I=1 =1 1-1 =1 1 I I I I I (1) #5 REBAR w/ OPT. ' I -III -III -I 11= 11= I I. 11=7-'-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13! O.H.D. RECESS d r ! M M .•.. .:4 00 1=III=11 1= 4111= T +.:1. ' I��III� III :+y ...;'. IIIIIII SEE A/S3 OR J/S6--- -I lil l I l 11 �,lil ; FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STC I iRY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 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" 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.) 21 1 3 1/2" MIN. D ° z ° =III=III1 1/2"(min.)-4" —I . ' III —III— 31/2"(�"T I— _I- II�—III _ ICI —ICI —ICI —III ICI —ICI II (2) #5 CONT. I ;,I I II II 111 111_II ;III" 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL CcD STEP ) SHEARWALL "SHEAR WALL" -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 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 15 x 6 W1.4 x W1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 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 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1Go �\N�o S FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION I 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) 10d NAILS @ EA. STUD 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 N ° D ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D M — — FINISH GRADE O0 _Z 25" MIN. LAP30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER MLI I III I °e. Ti =111=1117 III �1=III=�=, 00 r R 1 7/8" -III #5 REINFORCING BAR II II D : I I �111=I I II I II �I I I- r .its I Ap API Ir I= I •' I � —I _ COMP. SOIL. (COMPACTED TO 1111 I 11=1 1=1 1= 95% MODIFIED PROCTOR ASTM - D1557) IIIIII IIII�S�III �IIIIIIIIIII �I 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x r� OL p d C d d d G - a d .4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) .c M 6 MIL VAPOF BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAf INTERIOR CONCRETE S °a 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 E = r6x6W1,4xW1.4 r 1 WWF OR FIBERMESH r, C K S3 �3 1/2" 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) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 31/2"(min.) - 4" =1 1==1 III=1 I _ I I —I 1=1 —III I III —III —I III 1111—I 1 I' (2) #5 CONT. I 14l,1 I ,I I I_1141 1111,; 1 1 III U.N.O. MIN. 2 Si .I - 1111 A•1 •� m of SCALE:3A"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE w D J ILL!LLI 1=1 I I 11=1 -III-III III -I ° 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. x CONNECTION INFO SEE PLAN FOR A. & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE 9 7/16" o.s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.R. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. V) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. 6 ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAID ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ram,F FILLED SOLID (SEE PLAN FOR I — SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER AlAll rlAl rI n 1 / COMMUNITY SPECS (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1' 4" 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 N _ WWF OR FIBERMESH ° D =l l l=III=III= III IIII=III=III—' :- TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — ri . ° a III -III III; N _ I-1 I I-1 11-1 I I, I I i I4,a I II M N—� I SEE A/S3/J/S6 4"I FOR REINF. IN, OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING, r ' M 1 00 GRADE - a ° Q. ' =—I—I —I—I—I I —I I w WLUICI=1�I' a• . I_ II=1�I=1�I z )� U u.. a d — — — MZ< U) I —I I =I 11 11=1 11=1 I I=1 I I EE111=I III FOOTING -III 1 I I —III —III —I I III —III —III — I I1 l i=1 I-1—III I -I 11-1 I I—' BEYOND 'ADREINFORCEMENT 'I=111=111-III-"' 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O O LO co LO � > CD �# W w 0 z N NLO � W L ? u Mc y N -0 0 f .2M nU W E L me B 4-0 O o 9 Q Q L co F- � .5) 7W W W w w�¢ 0�Uj _j rra�zO Z (� H QOX_jcn0��cnU_U0U�O z - Ow��OzOwOOI° � O a 0 z Y 0 Z z l' p 0 0 a fn Z w ¢LL pwOg��—�wi3mo < O 0 p Q Z Q LL Q O ¢ LL 0 O O ZW O 11_ (n O C]II.-:coo c LO cn I-0�� >-< Q00 Z Z LU W J O J d- JUL 21 202 Virtual Revi Ik A his Pr Plans Review co p(et d ar , d ap d for compliance with the 2i 0 FBC E a 'o by Debri Anne O 0 O O r N 0 N 0 N CD N O O N 0 00 o 0 CD o II I I I I ! ! z O N Lo W o 0 0 o n L > N co1 I i / 1 M }~ zz W Q W O -1� }, W z Q U 000 C)VU) .� o g W> �o Q Z gitz ro- � II-_ ��¢ LU r—I = m it w N(DI0 — N 0 Z) of Ld 0- ■ ■ O 2~O C Q U QUjx az� Z �z Z �� U J 0 Z z z J Uj �- N LAST PLOT DATE ® STRUCTURAL ® -- DETAILS - MONO