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i I I (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 I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER I 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.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 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 co 31/4" BASEBOARD IL MIN. 2500 PSI CONC. SLAB w a. MIN PSI MAY VARY PER - MUNICIPALITY. `o 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" X, TO CUT BLOCK OR POUR CURB DUE TO SLOPE T 00 M - — - D 6 MIL VAPOR BARRIER I I II ; 4 I I II I i III= r COMP. SOIL. I II (COMPACTED TO 95% I TiI=III=11 I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT"� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" ' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS I DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS `7 Z Y �N SEE A/S3 OR J/S6 --"-I I I I U! hI WII I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 41 6 x 6 W1.4 x W1.4 r WWF OR FIBERMESH ce) -_IJ� m • a . p. I I—III=1LI—III- O IIIII�IIJH11111 I�ILI `�"C 111,�,1111�11111�1111=,1' 8,1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-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. AONO OR STEMWALL- 700TING MONO SHOWN 'OR CLARITY OTE: FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" OL A 4' . °�., A.F.F. d ° . °' Z d e ° • .°' .A d °, .. ° q' . d .° 4 . ELEV. -0'-3 1/2" 0 ...d° ° ° °. °• ° d A.F.F. 0 c 2x4 CONT. ° IL ° ° d A ° d - ' 4.0 O ° a GARAGE DEPTH VARIES a A. ° A � A GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. XI 1"x P.T. STUD #5 VERT. IN FILLED CELL 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 31/2" WWF OR FIBERMESH min.) 4" } 11" 1 111�11 11 11 11 111- 1 �� IIE�i11E�1�1E�1�1E�1�1E�1�1E� �IIE�IIE� - : � - • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' � /rO.H.D. RECESS E M r • A !, M Ili= —III III 4A I', . L�'T11—' lT _ — - . p: I 80 =111111�111 I'4�III ��IIfI�III ;•� '��;�. I�Ill1 -III I 4 i�l l h SEE A/S3ORJ/S6J -I!III IIIII„Ii—IIiIIIi1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) 1. GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 MIL VAPOR BARRIER I p III 11 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" 016" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 �3 1/2" MIN. D b' Z a 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 6x6W1.4xW1.4 WWF OR FIBERMESH 00 �1- IJ ' 31/2"(111 I I I —I I1 T- -I I I=1 —11. --II_�l III-T11—IT (2)#SCONT.1—�IITI�1_11111;II�ITI �I�I� I� 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP Ca SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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 �31/�N. 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 6x6W1.4xW1.4 WWF OR FIBERMESH L- 00 31/2"(min.)_-4" ��rr -rr �•—� I 7-I-I• �—� �� Tr' tv (2) #5 CONT. �f I4111 1L�-4rI L, �l8 - I, U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" APPLICATION /r NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10d NAILS K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM w END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D #3 & #4 LAP SPLICE GRADE40MIN. Fy=40ksi a _z FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a ��1Tfl 11Ti�= D • ° °° <n II =III=III= #5 REINFORCING BAR R 1 7/8 ==1T=1I1= r T I I=I I I —I #5 LAP SPLICE I —I COMP. SOIL. (COMPACTED TO P =I I I —I I W1 I 36" MIN. LAP [36" MIN. LAP]XXAZ 95% MODIFIED PROCTOR ASTM ' �I I I I=I I=1 I=T_=III==I I-1 I'- 10" D1557) -III „III=„III,_„III,=„,,,III=„III—'� 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING (*"E REBAR DETAILS rF SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAb ,S. .. ,', s, A a`. INTERIOR a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C � e 00 - N I I=1 I f= I Q,_ I 11= M I 7=1 �1=� �r,� BARRIER"T' 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 TOP OF BEAM &LAYOUT DESIGN 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 a w SEE PLAN FOR STRUCTURAL g LU COLUMN SIZE AND BASE o LU 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 .a. 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. I ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS € M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH .1BRICK PAVERS or SLAB PER —1 I-1 ° i I_ __1 I I -I— — — — — 0'-0" FIN. FLR.,-ik COMMUNITY SPECS 4� INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" K S3 I I //\///i� • • • • �• •. (2) #5 CONT. =1 I Im1 I I ON 3" CHAIRS (TYP.) 8" 1'-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 N .c WWF OR FIBERMESH . p• -f 19 I1-1T=1 I I T T 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH MN C - A , A 111-IJ1, ,ll; r C C. ° A r Ill d d LI'' "' SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E, CONT. FOOTING STEEL MAT REINFORCING. r ' M d. 0 � W QQ 00 — — FOOTING J �fT1=ITI BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 D A n 21123 virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PU300 O_ F F t o 04 N e 00 e :.'015 5 'l6• � Q Z 0 w W 0 z Q > 0 W 6. - U M 5 N ,) to V -0-0 2 v � M .0 U 8 _E �`�g aQ .Ns w0. C n1 CQCN W IV Q C - 0 W �WW W O Q OJO LQL QU QOX03:ir;V0 crJ(nW 0000 C3cn9zZoRm9=Zl 0ZWafnWWWn�W_QO ncwo ~pwFyzw00w)z LL oQIL ow O D Daz U_ < O Z CN 0� U) O M �o Q Lo �C%)�I` Lo �0�a-c'M 00 Q > Q Z U Wz W Jc:) m o 0 0 0 f� M M O C:) 0 0 O N 0 I 1 i l ' z O N Lo cn L N M 4 I I i U � co } z� Qz 111 CDZ --+6--1 O W V UJO_O VUFn Lo 0 Ow0 Z aka Q W a UJ ,�u".'� _ I mit =w N x zoo LLJ cp . CD Q O O gwx • ` a z J O 0 z z z J Uj d- N LAST PLOT DATE .. z 0 STRUCTURAL DETAILS - MONO