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- (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 Err,ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 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 "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL NISH FI 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD]�EL (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER M U) 31/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER MUNICIPALITY. `14 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV •' ° ° p Z 00 Cn II ° 00 6 MIL VAPOR D BARRIER BARRIER I I I + , D 4 III COMP. SOIL. (COMPACTED TO 95% I I I I III I I I� I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557)—/ ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-n BLOCK WALL BEYOND O.H.D. RECESS d ,z ..r �J` • II�II I OP SEE AIS3 OR J/S6 I I II I, I I, I III FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS rjT� 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 . _ a 1I�II�I�I � m II�I�I—I 1 A 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" 1 & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH �I I �I I �I I II�IF-II r 1 8„ 1--1,�„- j -.8" 1 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 N 8"1 NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CI I 1`11 n" GARAGE SLAB AT STEP 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 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.O. 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" 11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" 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. ll ..1/2"(min.)- D ° ° --I 4" E111=L�' 31/2"(min)- 4" III -III I II I1 11=I I I- -_ III II I—,II�II� III=1 I I , II I I I II1�II1 ��I I I � I I (2)#5coNT.� .. 4" V-4" I�1111= 8- U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t0s��V NAILED W/ 8d COMMON NAILS @ 4" 1 Q�s 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" 1 INSULATION PER FBC AND ENERGY �coN�:t35 FORM SUBMITTED WITH PERMIT 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE ")" @ 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 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 31/2" MIN. D ° . II 1—I 1/2"(min.)-4„ 00 �, _ - - 3 1/2(min.) -4 -III=1 I —I I I I �I I III �IIr (2) #5 CONT. 4 I1IIII8�,I- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" S3 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �' NOTE: SEE SECTION C/S3 FORADDITIONAL #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/810 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 SIMPSON SP1 w/ (10) 10d NAILS @ 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 Zx P.T. PLATE (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] REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE �, , D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- a a Z ° JFINISH r� D GRADE 00 25" MIN. LAP PO' MIN. LAP] [GRADE 60 MIN. Fy= 60ksij a g I I I m p `J .A p °. — co 6 MIL VAPOR BARB ER I I I p D ° I �I I II �I °° n II 11TI I I 111=1 ° • ° ° H I A. ' I I I� I I� I �, #5 REINFORCING BAR 1=1 11=1 I I 11=1 I� I I� I I ITS I I� — I I N Z_ ° I I=I I I�� 11=1 11=1 11= z #5 LAP SPLICE 1=1 I I� 11=1 I I� I I� I I I I I I • 11=1 11=I I �1=I.1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM - FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF 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" GRADE 00 a I— Q I I —I 1—III-1 I I —I I --III— I pq I I (1) #5 REBAR w/ OPT. II I b I I 11=1 I I KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r Cl) CV A .. •. r a.� r Cl) `IFI�III �II�I 4„I eA SEE A/S3 OR J/S6 I III FOR REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STC IRY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALAh ot — • ' . ¢ INTERIOR ,ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB 00 CV � M 6 MIL VAPOR BARRIER 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 INFC SEE PLAN FOR } % & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL z. O.C. GARAGE ATTACHMENTS & 18/D1 �°� 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c`, SIZE AND REINFORCEMENT) 'v WWF OR FIBERMESH v .. �- 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS - _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" 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 i; c _ WWF OR FIBERMESH C. I?II I I11b�1 "T (2) #5 CONT.-f I „ 1=II1, I ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"1 S3 1 1/2" RECESS FOR VAKItti 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ' v ° v IIII N � A _ ^ € III -11 „ II„III 4,' "a OP a I M T M ' Q I_ I a I F1 SEE A/S3/J/S6 4 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" �S3� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. t ' 00 GRADE ° ch a a. F " °. W o I��I I I b ICI I II' LU 0 LU I v.. —I I I - Z z ti U °.. a d ch — OOTING II � III I I...III� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL iIii N SCALE: N.T.S. S3 OCT 18 20 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition\ by Debra Anne Ii PX2300 1 ' N N OF Fto �`N J D O,y,�fi 0 Y ' f x IY a^n R 15305 Z �. •, V W y4 AI: i S \\ W 0 0 z E CV) N f� V m M E -• .` u M W o O o O LL o Q .N w Q� L W o CO a LU W I W W vi W O !- wF-¢ W2_j xgg¢ i z a��J�O�1�LLUp�J0 Q Q 3 U :3 0 zU-,-4zmq ov��aozQ Uca z 0 W W - W - � V O Z CL (0 W W � J Q~ a O� H Z W w 0 O O Q W oQ o 0 oQcz LL O Z N Ow F._. (n O � CM O U) L!7 2cnLLti ��// ^^ Lq F- of ILL Z U Wz� J � M N N O N ti N O O aD , O W W N O O r' 0 0 O CV CD CV O CV o CV 0 CV CV CV O W � LO O Ch O N O O J) O .— 0 0 � c NC ,^ �1 J � i O O N O M O "i O In O CO O I- I Cr CO Z Z O O �--+ wwuo O V:3EEa F-o1a ZwF-Q Q Z�F� Q =m0Z V j J N z z 00 �ZZcr (V w N O<�z Q V�zz .. z �Qo Z U 11 OU O W � Z Z z 1 W N " O LAST PLOT DATE o >r 0 a May. 2, 22 O STRUCTURAL — J DETAILS —MONO