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0 J n O M 0 .o 0 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 s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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)11 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 7/16" O.S.B. (12)10d NAILS U.N.O. @11 O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" (R302.11) 1/2" GYP. WB ( MIN.) @ GARAGE SIDE IF ? APPLICABLE. 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 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 „ _ @ 6" MAX FROM END OF 2 x PLATE E SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) M WWF OR FIBERMESH "' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD I ° ° OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 24" 2„ x6W1.4xW1.4 @ O.C.) INCLUDE THE WALL ATTACHMENTS 2� 6x6W1.4xW1.4 CH MEN S TRUSS @ 24" O.C. U.N.O. == - - ° ' - =1 11=I 11=11=I m. I I=1 L J I 1=I I— I- b ° ° ° ° ° ° z ELEV.-0-31/2 " WWF OR FIBERMESH 31/2"MIN. 1 WWF OR FIBERMESH 1/2" MIN. HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/I i I I I=III=I I I • I I I =I I �I I T �I I F=I I —I ° ° �I II II I II I ICI — — ° ° ° ° ° e ° ° ° ° ° ° a ° ° ° ° °° 2x4 CONT. ° ° ° o A.F.F. p o. ° �3 12 TYP. ( ) METAL PL. UNDER EA. TRUSS MOISTURE BARRIER - III ; rI I=III=I I=I �I I=III=I I r I I �I I I=1=III I (_) I 1-I n a ° ° ° ° ° ° ° ° I I° ° _ a ° a ° o c� _ b ° _=I � I=I I IT 31/2"(min.)- 4" -I ° C31'12"(mm. _ b = 1/2"(min.)- 4" VARIES SHINGLE ROOF -III -1 I �, I Ii II (I I I 1III II I I= I I - - ° ° ° GARAGE DEPTH VARIES ° a ° 4" �I • - - - - 31/2"(m n) 4„ 8„ �,r o ° °. - ' ° ° - -TI - Tf1 TIT=1I I -IT III III 1T` hT� �` =1 I �l i RL I 1TROOF INSU ION LE SHEATHING - SEE SCHEDULE - [RSH] -ON TYPICAL INTERIOR BEARING ° I - =I I� IT--1JI-=TT —'TI-1Tr—T'r'r I i r (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. I „I I 4 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLK�C� U.N.O. TYPICAL BEARING WALL @ STEPKCC _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 - SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2"HIGH ALUMINUM DRIP t�N�°�s STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA GYP. TYPE @GARAGE \2'N.p. �Eos� W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs't ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 �N�o s 8"&'XIII KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°�' 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN 1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS 10'-0VALE(R302N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR c l G/S3 FOR ANCHOR , ° „ „ „ „ „° „ LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. W13 MIN.) @ GARAGE SIMPSON SP1 w/ 10 ( ) SIDE IF APPLICABLE. STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8' x 10 J BOLT @ 24 O/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR () 'SIMPSON SP1 6 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] I #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � w BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ „ END OF 2 x PLATE WWF OR FIBERMESH '- E 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR a w M , . u ° „ GRADE �„ o o ' #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1/2 GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z D M _ - _Z FINISH GRADE °O GRADE 60 MIN. F - 60ksi CL 25" MIN. LAP 30" MIN. LAP I y ° I I m ° o rI I �I I-� p . _ I I=1 I I-�-I I I _ 1 1= I I I I1�1�T� CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p FOR CLARITY ° °O =III= == =III=I ' - o 6 MIL VAPOR BARRIER R n• ° I - - I 7LfiMl II-00 T 1=-I #5 REINFORCING BAR w Ui R 1 7/8„ ° • ° • _ ' f1r 11-_I I I=1T� L11 I=I 1x4 P.T. BASE NAILER p p o ° D ° z_ I= i = =I = =III- u N z I 111 111-III-IJ T #5 LAP SPLICE I _1- =� 4"x4" INSPECTION p ° NOTE: ° I=III=III=III=III=III—I I� • I 2 #5 CONT. I I=� O T,-r• r m 3 1/4" BASEBOARD PORT AT EACH g I I I=I I EI I =I I I=I I =I I I= N "FOR BEARING WALL .- COMP. SOIL. (COMPACTED TO _ , ' — --- 36" MIN. LAP (36" MIN. LAP] ON 3" CHAIRS 8" 1-4" 8„ MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL _I =III=III=I I F— I (= III W/ UPLIFT ONLY _ _ __ _ _ _ ___________ - I-- = =III— _ _ o 95 /o MODIFIED PROCTOR ASTM I (=1r I I I=I I (= _ _� 11�TLLrI I - 10" (TYP.) MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR co _ _ _ _ _ _ _ -_ III=I - I— =) I -III -III -III -III -III -III— =1 I 1-III—I I=I I--I—I—I=III=III=III=III=I=III-1 D1557)�- 4„ 1' 4„ 1- #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE "-1 i i-III-I L{_-I I,T,I II II II TI II it l li III III= 111 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND - FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION. 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ' L r �, =111=T ' - ° L °D it ,I, 00 6x6W1.4xW1.4 SEE PLAN VARIES 6x6W1.4xW1.4 11/2"RECESS FOR ° I I 80 - - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR —I I f I I z min.) 4" 10d NAILS TO TRUSS TOP CHORD\7 FOR TRUSS BARRIER p 4 D • r v ' a a _ v GRADE AT 24 O.C. MAX. x . FOR CONNECTION INFOPLAN COMP. SOIL. I I e oo - a • - - - TOP OF BEAM & LAYOUT DESIGN - (COMPACTED TO 95% I I =� �_ _ I —I 11 I I I III —III —I ' I - - _ = - 1 #5 REBAR w/ OPT. - O SEE ROOF PLAN _ _ _ - a d a' °O d I- MODIFIED PROCTOR ASTM D1557) - - _ I I— I I -III- I=S,CiREFzIV F�NCLOSURE -I I_ I I i I �I I I II (2) HTS20 FOR STRUCTURAL BEAM SIZE & '. _ rn rI M 'E N' 3" MIN. CLR. I r I I-_ I (2) #5 REBAR CONT. 1' 4" (1 STORY) 4 I l CONNECTION INFO M ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 NOOK SEE 0 DETAIL) MIN. 2x4 P.T. U.N.O. I p'sTe 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °'S'e' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3!4"=1'-0" S3 —PER_ w_ ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. „ GYP. BD. wOLD COLUMN SIZE AND BASE rM 1 2" FROM SLAB o w CONNECTION INFO. SLAB STEP gt RECESS S.G.D. 0 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ .. : ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT _ a` -3 1/2" 4 ' SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _� d , : ° •' GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS _ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _. • . STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' _ �-rr 1IT 4 1�=T= •• M ' " " " ' _ -I I - I •.. ., ' ' a- III=� I I I • PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT - SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M Z GRADE a 4" a' • � E FILLED SOLID PLAN FOR 00 - - - - •• co _, _ . e. oo —I I �I I .. ; ... ;, I _ °° TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 ��, (SEE SIZE AND REINFORCEMENT) W -I-, I 1=1 I ° I I I ' :. _ �- III '.;. ' •< :: T —lT—i rI (_) I I �I I '• •, ;' I —I I �I I ' I=I I Ii - r WWF OR FIBERMESH c,, z == I- LL o w ° • I I I — w I III=I I —I I= c� 1-T1 I M + I—i I I I= _ _ _ _ N 'I— _� I BRICK PAVERS or SLAB PER o o = I •� a• z ¢ 1= a a —=_— ]I - �- ' ', _ SEE A/S3 OR J/S6 I I1i1 I ( " SEE A/S3 OR J/S6 =1 I —I I �I I,I III= _-L M 6 MIL VAPOR �` �— — - - - - - - =-TTT-I I 1=1 I 1=1 I [-1T= „ 0 -0 FIN. FLR.�= COMMUNITY SPECS = =III=I =III =I -= FOOTING J _ I I lr FOR REINF. INFO. I I I „-I- BARRIER = I_ =III=1 �= r _ __ __ III-III=III-III=III III=I (= - c� I BEYOND 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) I �T I�Li I TI ::' ,, •.. •• :'.,: �.• I=III=III=I=III I =III III—' PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) „ „ 4 4 : 4 ;' .. �,. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH ' SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KCD�12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ScnLE: _'-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. °»< d t F t. .'4' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature ano seal. �9 0 o f co N LL C) V 2 co Q .3 Go y Xt LL W UJ o7cLi 0 c J W y N i L > 9 t6 _ 5'@CN(D L O W (/) m J ¢ a � Z N ,.NjZ fA O ¢ O U Z U � N W ❑�❑ z N (h a� z m Co 04 Z n Q J !Z N r 13 M V) z 0 o a.) iL � (a w m O W o Vl c w �N U w m L = r m z U 'o C N ® d C:) w Mz M J o a � LL W ❑ 00 >a a. o F w= �= Z® w� ca � O X U 00U E O NR3o a a z � & w z ¢ w to m� fu U) C _ C 0Y U ym o O� Z J <W z z v> a o< z 5z 5? 3 LL o a m Zw_ Lj N= O < }=o � a x v zl < 3 c O > Lo a� � ^1 W � 0 > CV Q C U o O W m o c`o p ai o0o r T E N cN Z Z a E a w c°� - ¢ o c � JOB NO: 21-1078 SCALE : AS NOTED SHEET NO. S3 (MONO)