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- (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#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 ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM 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 "C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) 0= ----------ARCHITECTURAL FINISH 1x2 PTWD FURRING @24"O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD--' (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB UJI MIN PSI MAY VARY PER LO MUNICIPALITY. 04 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 2 2� 0? 6 MIL VAPOR BARRIER Pl 11 - El I I .11E I I I> 04 COMP. SOIL. (COMPACTED TO 95% T_ __IrL_1I F, III NOTE: EXTEND DECO FINISH t MODIFIED PROCTOF, 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY STD. 90 HOOK U.N.O. V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-10" ��3� OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ IT :;� _\�� -]IF -7R- M _j A. 4" bo SEE A/S3 OR J/S6 L117n-L1jT_-j_,H r-.=. f I I - IF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) ill r 8" (2 STOR) ) GARAGE DOOR SLAB RECESS ri _,"� 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 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ..i @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) CD 1 8" [ 3- 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK C13 ELEV. V-10" A.F.F."Ir E =1 3 �1/2" �'A -A* 4 A 4. 4 �'4 ELEV.4-3 1/ A . r. r. 0 A A. _ _ A, '4 X4 CON '4 A F.F. 0 2 T� LL. - 4 44 4 -A C) 04 A A A' A. 4 GARAGE DEPTH VARIES A . A .4 A 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" � S3 /_2x S.P.F. S LIDS @ 161, O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 1"x P.T. STUD V_ #5 VERT. IN FILLED CELL SEE CC/S3 OR C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"41 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) 1 Od NAILS C14 2x P.T. PLATE TYP. ASSUMED FINISHED �GRADE MONO OR STEMWALL--�, ;2� FOOTING MONO SHOWN 00 FOR CLARITY NOTE: 41 2� *FOR BEARING WALL 04 W/ UPLIFT ONLY - 1-1 1 1_7-,.1 I I— -j-jLLjT-j--j1L!T--j4 -14 --,-,4 I I ILL!T _ I _j ITT _L1, I 1�.l I I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH in.) 4":;) z U L A 00 SCALE: 3/4"=V-101" � S3 GRADE =(1) #5 REBAR w/ OPT. I P= I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE Ll: SCALE: 3/4"=V-0" � S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS 4 /1 A. L 4 11--4 1 k-.1 I �1 1 1-1 1 f-- T TT7=.7r 7 M IE I dr 4- ITT SEEA/S30RJ/S6-*- 117- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8"(2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �,_S 1/2" 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. 518"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.) 2-1 3 1/2" MIN. 2E 60 �f 31/2"(min).-4:'_ WII�FWlliz, MNZ =111 111=111 III .il F�l I M 1 1 (2) #5 CONT. 4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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" (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1/2"(min.)- 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. wl (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/ x BLOCKING HORIZONTALLY@ INTERVALS 20/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"02" 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 x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 211 WWF OR FIBERMESH 3 1/2"MIN. �2 1/ "(min 4" 2E 00 1� I I rl �j gLr 3 1/2"(min.) - 4" it, E\v M P=�v VII El I lEl I I F;-;:; I I (2) #5 CONT. 14 1, 1 4 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-101" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY 40� x, &�s 0;55,T I (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/ 2X 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. (cD 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 I WEEP SCREED INSTALLED -Zb BAR --------- C� E PER MFR INSTRUCTIONS N'��-#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi FINISH GRADE 60 25- MIN. LAP PO- MIN. LAP] [GRADE 60 MIN. Fy- 60ksil 6 MIL VAPOR BARRIEF� =%A1 A OP R 17/2" I - - 7199� X,99�: M #5 REINFORCING BAR OF; I AP.0,PI IrF COMP. SOIL. (COMPACTED TO Z' v -P, 95% MODIFIED PROCTOR ASTM D 1557) 4" V-4- TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0. -01. 5 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) c9 �-7 Cl) 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALP& � \, INTERIOR CONCRETE . . . 4d 14-14" 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. PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C') -77 K S3 #6 REINFORCING BAR #5 STD. 90 HgA NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) vv"'u' 1 Od NAILS 2x P.T. PLATE R SPACE ANCHOR _j BOLTS 6" MAX FROM I AT;= 0 LLI END OF 2" x PLATE 0 a. ui W REBAR DETAILS rF SCALE: N.T.S. �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. x x x x x CONNECTION INFO SEE PLAN FOR x TOP OF BEAM VV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T PLATE /16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING En 0 SCHEDULE SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE W Lu CONNECTION INFO. U) CCf%HDC 0-A 0 T OTIA DI ATE: SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL nz,. O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN I 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 0'-0" FIN. FLR./-6 COMMUNITY SPECS SCALE: 3/4"=1'-0" (2) #5 CONT.-f -I I ON 3"CHAIRSL (TYP.) 1'4' 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) = _71 6 x 6 W1.4 x W1.4 C�! WWF OR FIBERMESH C0 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT (" G SCALE: 3/4"=V-0" � �3 1 1/2" RECESS FOR VARIES 6 x 6 W1 -4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 A A 00 4y A Cn F SEEA/S3/J/S6 FOR REINF.1141 0. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=V-13" , �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS CONT. FOOTING STEEL MAT REINFO cv) 4- .4- A. r W I-- LU a- Lu z Lu Cf) Lu 0 El I F_=I I I- Fj I IE III 1E I lt_l� F-I P�--FOOTING ltt�' BEYOND PAD REINFORCEMENT5 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL // �N SCALE: N.T.S. ��3� JUN 1 1 2022 VIRTUAL REVIEW A�SIST Inc. Virtual Review Assist, ved FNevlew Completed and ap 1), - 'th the 2020 FBC 7th toi- colill, 1. i a n \,Nj I ne Klahr,PX2300 Edition by Debra An , i_o N C) co N j C LO CD co 1 05 LO _7 . . . . . . . . . . 2� W 0 W z a) LO > 0 0 *C %0 C! 0 0 co 4 Z) CO V) u -070- 2 0- a) E -=- :E mo z) 2 0, -9 0 LL- 00 R < u ." a) < UW CC) E cc.' c:) 12 �Coi V) WW W LLi W C) F- WP W W2�_o < x :32 < Cr LL () 0 10 _j F- < CY x U) W 0u) 00 -JP :3 0 ZLLLL_z2_j0E-<< 0 u) x W 0 Z 0x00Mz L(u 0 0 0 z U) F- z LL a. zR0 0 W L) 0 _j <0W<FnKWz_ IL 20 LL <0W 2�-P �Wog< < ow :) 0 Y Z U- < 0 < LL C:) z W 0 D > q (0 C:) CY) C:) U) 00 1,,- LO _j qct LL U) r-_ < w u� F- O� CY) ir EL T_ oo < >- < Z F- z W W C:) C:) (0 C14 0 C14 P� C14 I 0 0 01) W M C) C) a N C3 C� C) CN. a C� CD C� 0 C� C) 1� C) Cq 0) N 00 Q Lo co CD A , (N 6 CO N 4 CD �L C, 0 6 CD 6 CD 0 Lo a) > CD CD Cq C) co 0 .;t 0 Lo 10 co C) r-- Cr CO0 W W 0 F- 0 a- LO 0 Will- 3 rL T zr- W F- �2 Z LE Ix WM F- X 0 F- z 0 r'*4 z 3: 00 >- fe < 111 0 rtl ;� Z Ir Z Z ILL CN W r*4 0 < < F- _j z 13- W U) LI) z z z 0 z L) 0 0 z z z W C%4 04 C) LAST PLOT DATE >CN a. Apr. 13, 22 Z 0 STRUCTURAL DETAILS -MONO