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(2) LAYERS ASTM TYPE 11 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 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT 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 Z/-TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TY1 METAL PL. UNDER EA. TRUSS p') VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIE INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 12" N.C. 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 @ T' 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 z: 1x2 P.T. HORIZONTAL Z TYPE 'IS" 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 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB LLI a. MIN PSI MAY VARY PER Cl 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 CURB DUE TO SLOPE -!6- 8: CN , Nt X' I. , U Lu. V, [Min-H 00 2� 2 : - ;p 6 MIL VAPOR -,/ BARRIER D. C14 COMP. SOIL. -H (COMPACTED TO 95% �07 rff:4_1 NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1 557) (2) #5 REBAR CONT 3" MIN. CLR. ON 3" CHAIRS TYP' 4' (1 STORY) STD, 90 HOOK U N.0 V-8" (2 STORY) I (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" 1' -0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS-\ O.H.D. RECESS SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 1 .8" (2 STOR)[) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT - ON 3" CHAIRS (TYP.) A t - N 3- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. !6- I 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & gi @ 6" MAX FROM END OF 2 x PLATE & 6 x 6 W1.4 x W1.4 Cl) WWF OR FIBERMESH C? 8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK Cl) ELEV. U-0" OIL 4 A.F.F. 4' A -A 4 4 z .4 A* ELEV. 4-3 1/2" $�o 4 T� .4 A A.F.F C) A 2x4 CON U_ A -0 -4 ..A C14 4 4 4 4. GARAGE DE,PTH VARIES A 4 Id I * 1. . . -0 . . 4 :. . . , 4. GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 r 2x S. P. F. ST S 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. Vx P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "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) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL A FOOTING M�NO SHOWN' 00 FOR CLARITY . A . � I . : �, III I m I =I. T 171-1 E, NOTE: A ;,M= D;A FBI ti: *FOR BEARING WALL 9-1 �i �IgF W/ UPLIFT ONLY 1 �i _1117- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S3 SLAB INFORMATION. Ir- 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ ;0 GRADE 71 (1) #5 F�iBAR w/ OPT. ICLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=11-011 BLOCK WALL BEYOND EXPANSION JOINT _71 13" 0 H D RECESS . . . ce) .. T7= % MIMI I 7- '/4 -f M SEE A/S3 OR J/S6---- -1 LrTr-I FLL-1-7 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-13" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 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. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" 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/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x`12" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 3 1/2" MI N. oo r � � - TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x 10 P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Old NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2 LL : I I 'I SIM=' r r!, T (2) #5 CONT. 4" 8 MIN. U. N.O. TYPICAL BEARING WALL (�D STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 3l l tn�i�l -4" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Ys" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wl (12) 10d NAILS 5/8"' x 10" "T' BOLT @ 24" O.C. w/ 2x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"00"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 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.C. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Old NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH =Z 00 1(3 11/21"(min.,), - 4'�.' 5 CONT. 4" (2) # U.N.C. MIN. TYPICAL BEARING WALL" STEP �C_v SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 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. CON TINUOUS 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 mod 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 1. 3. BAR e E PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR i GRADE 40 MIN, Fy 40ksi #3 & #4 LAP SPLICE FINISH GRADE tO 2 A [GRADE 60 MIN. Fy 60ksi 25" MIN. LAP PO" MIN. LAP) R 6 MIL VAPID BARRIE OF 17MM, AWN, XX pvmv R 17/8" __-- #5 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACT ED TO �EIL /, - III 111- 17 1 11 111 1 I I I 36" MIN. LAP [36- MIN. LAP] 95% MODIFIED PROCTOR ASTM 11 -LJ-- D�TTIIL FT- 10.1 xx, 1- __--#6 REINFORCING BAR #5 STD. 90 HOOK D1557) M. III I I 4" 1-4" #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T, 2x 0101-011 _�_j < CONCRETE NAILS W 1 . 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) Cl) 6 MIL VAPOR BARRIER 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALAIl - INTERIOR CONCRETE 2X STUDS @ 24" O.C. U.N.O. GARAGE N.O. 1/2" GYPSUM WALLBOARD U W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART 2.. ON FLOOR PLAN CONT. BEAD SEALANT _71 - I E !�� 6 x 6 W1.4 x W1.4 Q WWF OR FIBERMESH A -J I 1 14"14" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 SCALE: 3/4"=V-0" SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM W END OF 2" x PLATE a _j 0- J> LU REBAR DETAILS rF SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR I x & LAYOUT DESIGN TOP OF BEAM "kJ SEE ROOF PL� %N (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO -2x4 P.T. PLATE 7116 O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING a) 0 SCHEDULE SEE PLAN FOR STRUCTURAL LU COLUMN SIZE AND BASE W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL m O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN AT TACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2)#5VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) PAVERS or SLAB PER /-BRICK COMMUNITY SPECS - --- --- --- A ;0 (2) N -1 ON S 1"T' CCOA 8" 1-4- (TYP.) - cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH III IM 7 F 9 I TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG I. SCALE: 3/4"=V-0 1 112" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 for WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (d) S.G.D. SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS . S E- TO FOUNDATION PAD - c MAT REINFORCING. Z! CONT. FOOTING STEEL 4 K gRADQ LL1 4., A 40 W 71= K = I� W z jail - 0 CL W Lu A-11 0 W W m 111111111 0. 1 IT -Ir! �')j 00 0 4 ml I Im ILL. V) 1,�=- -FOOTING U151 r;:-,i I I - BEYOND .1 - - - I U PAD REINFORCEMENT-7 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. �3 E 01 N 0 C"I 1 00 LO 00 LO _J kf) < W q,, 0 LU z < Ln 0 LO- E > 0 0 'a 0 U m 6 co CID 4__ (A Ntm D C) � U -0 -a ! 9 %) C: E -= 2 ") :D 0 U 75 M: 8 8 a) .9) 0 U -10 0 _: T' LU a'V M Oi (1) U � oo E �2 CID CL 'a LLI LLI Uj 'i c6 W 0 W I.- W �- < x W 0 ff�-eozx z L) �:) U-00OLL-jo 5< _j Z In 0, 0z -0 lox 0z 20 Z) 0 0 0=) coo (n LU a. W V5 LU � 55 x D W X 0 _j -.10CL Z�e ZzLLo 9 W U) 0 LL Z < < W C/) W z a. 2 < 0 W < X D 0 LL < 0 U_ 2 C4 z W 0 Ill- 0) > U) C) (0 C:) cr) 0 M I'*- LO CL U_ It LO W <11f 11-- of a- vi 00 z 0 z W C:) 0 CD - 0i Virtual Revi w Usist Inc Plans Review com Illeh d nd ir Compliance with t ie 21IT 1 Bm E iti I by Debra Ann! KI, lhr P X23C 0 0 N C-4 N CN CD a Q r1_ 0 0 0 C,4 0 CN 0 00 a - V.. CD z 0 U-) 0) x Uj I I I Lo qzt > - 1qr I Cr CO U) C) -1-0 -4--a W <Z LU 9 co z z 000 0 W - L) L) u) LO -0 0 z 5; or- z 0. of aw� (D W W co it W �- F- 0:)o z0z: Uj 2 0 zwo Cq < 0 �Wx U. Z z z a. < _j 0 a- x z < z z W W > (0 LAST PLOT DATE N Z 0 STRUCTURAL -J DETAILS - MONO