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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7116" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. d 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24O.C.)INSULATION PER CHART ON FLOOR PLAN " 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E " „ „SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING - = 5!8' x 10' J BOLT@ 24 O.C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °' Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE I 1 ::1 1 1 OIL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° a a A.F.F. 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO A @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -I I I=I I I —III —I m ° ° I I=III=III=III= a ° ° ° a ° Z 31/2" MIN. 31/2" MIN. ° a ELEV. -o -31/2 D7158-CLASS G or H, or ASTM I I. II ° I=III=I I=I I=1 ° ° ° a D3161-CLASS F, IN — — I ° a ° 2x4 CONT. a a A.F.F. _I I ; I I III —I r 12 ACCORDANCE w/TABLE ~III =J=I I I -I I 1=III=III=III=I I=III=ICI I" ° ° ° a o ° ° . ° _I I f=I hI' 1/2"(min.)- 4" - ; ° .: Y I1=111== 31/2"(min.)- 4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING I =� III=71 �I I I=III 11 I —I I I II i I I" a 1 I1 n a a s a ° `" — a 00 -rt—(—�-I—— CODE 7TH EDITION (2020) _I I �, II I� I II II II I II T1 i III— GARAGE DEPTH VARIES 31/2' (min. - 4" I = — —) I 31/2 (min.) - 4 Tl_I=1 ff RESIDENTIAL 8 �� : _ _ —I � I —I I - MR - —�— -� ROOF SHEATHING -SEE ° I I— ITi Il�l II (I 111T�=III=ICII INSU ION LE (2) #5 CONT. „ (2) #5 CONT. SCHEDULE - [RSH] - ON 4 1 � g FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP (*�B TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEAR C @ rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH---____ IGH ALUMINUM DRIP STRENGTH CEILING GON�\N�oUs EDGE BOAGYPRTYPEX" @GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING a ABOVE) W/DRYWALL NAILED W/ 8d COMMON NAILS @ 4" O/C EE STRUCTURAL �* SCREWS 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. m CEILING 8" O.C. WALLS SOFFIT SHEET SS @ 2x STUDS 16" O/C M�N�M�o 5 0 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 10. S\N `� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID WIGROUT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1Y-0" (R302.11) 1"x P.T. STUD SEE SECTION C/S3 FOR PLAN INTERVALS NOT EXCEEDING _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 = 1x2 P.T. HORIZONTAL �, #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR c.l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE N NAILER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. O BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 2x P.T. PLATE O.C. W/ 7" EMBEDMENT N WALL SEE GG/S3) 5/8 x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (MIN. SHEAR 3500#, MIN. TENSION 2600# *SIMPSON SP1 SPACED V TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY w/ 10 10d NAILS 2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH T E i _ FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c_ = ARCHITECTURAL ( ) N WEEP SCREED INSTALLED BAR M , FINISH TYP. '- � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU a 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E GRADE 40 MIN. Fy= 40ksi a ° i GRADE �„ ° ' ° z #3 & #4 LAP SPLICE _ 1/2" GYPSUM WALLBOARD p FINISH GRADE 00 [GRADE 6o MIN. Fy= 60ksi] a _T ° o 0 1 #5 VERT. IN I=ILL z_ c•�— LL I - co U.N.O. () MONO OR STEMWALL — n ° . 25" MIN. LAP [30" MIN. LAP] g r �=III—III I I I fff=l I I— �- LU CELLS (SEE FOOTING MONO SHOWN ° o ° — = - I ] [=1 �' FOUNDATION PLAN FOR CLARITY ° D D °O 6 MIL VAPOR BARRIER —�_ I I p ° ° �I=I I = I I=_ ooXXIxxx R 1 7/8"� FOR LOCATIONS) o p = =1 I = = 1= I =I T— I I ( A. �_=I —I #5 REINFORCING BAR — I III=III I I —III I— I I- 1x4 P.T. BASE NAILER ° z ° _ _ 4°x4"INSPECTION o o° III=III=III==1 I fT = I I I_—J T #5 LAP SPLICE I=1=1 ITI 1=III=III=� — T—�f I I IT (2) #5 CONT. CD 3 1/4" BASEBOARD PORT AT EACH NOTEFOR BEARING WALL g ° D (= = T T IT I T COMP. SOIL. (COMPACTED TO _j _ ° ° - 36" MIN. LAP [36" MIN. LAP] Xx ON 3" CHAIRS 8" 1' 4" 8" o FILLED CELL TYPICAL — —I —III—) — I- 95% MODIFIED PROCTOR ASTM (P') MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ _ _ I I I I ��I I I I I I� TO CUT BLOCK OR POUR __I_I _—_—__ D1557) I I—'�—rr I I —I I r #6 REINFORCING BAR #5 STD. 90 HOOK M AT GARAGE CONTRACTOR III —III III III III III III —III III=III=1=1 I I=111=111 I MIN PSI MAY VARY PER cn -i I, III —III —III —I 11-111-111-1 1 I=1 I 1=1 I I=1 I —I 1=I—I 1-1 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE 11- I I_ —I i i 1,; I11 TI T ;III-Ti=1 1-� #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 a o _ NOTE: FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3!4"=1'-0" SCALE: N.T.S. - BELOW GRADE S3 S3 S3 SCALE: 3/4' -1 -0' SLAB INFORMATION. SLAB INFORMATION. S3 _ ° co � Z I' VARIES 6 x 6 W1.4 x W1.4 1 1/2" RECESS FORT6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH 6 MIL VAPOR I I I ° I I i=1 I = - 3 1/2 WWF OR FIBERMESH O SEE ROOF PLAN z 10d NAILS TO TRUSS TOP CHORD BARRIER I p '� 4 I I I� min.) 4' AT 24" O.C. MAX. FOR TRUSS - a Q _ N ' ° "v GRADE CONNECTION INFO c� e COMP. SOIL. —I I ° — oo — SEE PLAN FOR — — —� COMPACTED TO 95 /o ° _ _ _ _ _ _ &LAYOUT DESIGN ° a d_ I I _ TOP OF BEAM � o —III—III—I I 1-1 I I —I � � d _ ( I �I I I TI I II I I I I _ I -(1) #5 REBAR w/ OPT. SEE ROOF PLAN — — — °, o d - =- ¢ MODIFIED PROCTOR — c ASTM D1557) �I I=I I=I I— I — I I=I I j— I I'SC�REiFTN_EtNCLOSURE (2) HTS20 FOR STRUCTURALr �rrTIT�I=t� co c `- -II_ I I III-=1I I HI I- BEAM SIZE & N ' Ii- 3" MIN. CLR. 11= j—�III= � I- " r � a Q o (2) #5 REBAR CONT. 1'-4" 1 STORY 4"' "8"-' CONNECTION INFO M I 11 - ( ) STD. 90 HOOK (SEE = ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN' 2x4P.T. 1 2x4 #2 SYP P.T. FRAMING w/ Tr J PisTe I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L °SB' z ATTACHED PER NAILING FOR REINF. INFO. E2 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" .,Es•Ea w SCHEDULE OPTION #1 S3 SEE TYP. WALL SECTION FOR ADDITIONAL U 1/2" GYP. BD. COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL P.T. 2x > � SLAB INFORMATION. oHOLD GYP. BD. w COLUMN SIZE AND BASE 2", 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM o OPT: DEPRESS SLAB 5l" 0, J SCALE: 3/4 =V-0 ? _ CONT. BEAD SEALANT S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND A Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ C ` . , 3 1/2„ SEE DETAIL 16/D1 FOR wf 1/4"x3" TAPCONS MASONRY WALL AND o CONCRETE SLAB 14" 13(( . COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESSE GARAGE ATTACHMENTS & 18/D1 J 'N `" 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL `' M CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS 8"O.C. ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. @ TO FOUNDATION PADS o STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' °' .. y • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M N � T-� •. , .. ' .�_�_ � •�,• —I 11=1 � 1= I I=_=I .:, . • .•..... I � I=I I �• I' ^ - z ° C14I�T--�=I I — - _I r' �I_� _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT E w/ MIN. (2) #5 VERTICALS � — GRADE a - — � (' _III=I I 4 �I �o TENSION 120#) CONCRETE SLAB E r� FILLED SOLID (SEE PLAN FOR I=1 I I=j I F , I r 6 x 6 W1.4 x W1.4 ;+ SIZE AND REINFORCEMENT) -, � 1= •< 1 I I=1 11=I ,, —I - " ° T WWF OR FIBERMESH r Z F- w = —III—I =1 I I—III=III=1 w 1Tf I •�: fl 1= -I I —I I •y �I ► r °° a. "' o W U) B 11=1 1 —1 I-ITi-1T1 Z BRICK PAVERS or SLAB PER 00 v =III= ! �' °• —_—_ - z_ — — — — — _ — — — COMMUNITY SPECS " a N SEE A/S3 OR J/S6 _I I IT T I I SEE A/S3 OR J/S6 I I 1 I I I1 ,L , I I, I II± M 6 MIL VAPOR T= r- — — i— L=I — a'-0" FIN. FLR.� _ =- FOOTING BARRIER j� j� ! I �r �� I III III —III —III —I 1=1 1=1 1=1 I_ U C.I FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE — =III —I I1= I - — (I= — = 1= BEYOND 7— I I =Ti=ITi= 1' " (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1'-4" (1 STORY) � I I I I I I II :,, ; • • PAD REINFORCEMENT 3" MIN. CLEARANCE 0 1' 8" (2 STORY) 1'-8" (2 STORY) „ , ' FOOTING WIDTH 4 4 :y CONC.PADMFION (SEE SCHEDULE) SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N M SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" SCALE: 3/4"= 1'-0" S3 S3 S3 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 N N N M O LEMk0 o, ,, . '!�,-T;A 4 E 0 . ryf� ray?!' �ti'�• ./ !� A^,Y,�+.,`l Y\� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W ',Epp O 8 N b 'Q V N N - # LLL 0LL uj d ei ao) cn t` r` a J Li l M V LL a 2 IJi a - S Z 7c,�0 L S 0 W Lu go� m m W Z IL ro a N cCV, Z N O U_jv� i ZOU W ❑O❑ M z N M o z z o- � o a—, c 7 LU U —� O cn cn -,.3 g c � U _ E U o c ¢ `a —C m O CCD w coo z Z < Q E wo os �z >- <R z® Da m U �o cwip O E o az Qo � in z= oY m� a o1 z N <F o Z Z a O A co pia E2 > Ln ON T ca L 'C U O .> N Q > C: lo E N T 2 N 0) t O M cM o E N N z Z c E o c c a U Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. S3 (MONO)