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7/17 71/17 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 (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE 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)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 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10 4' (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"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. NSULATION PER CHART ON FLOOR PLAN } 2x P.T. PLATE 1/4 DIA. X 3 1/4" TAPCONS @ 24" 0/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD SIMILAR AT FOUNDATION ONLY „ @ 6" MAX FROM END OF 2 x PLATE III:5/8"° IMPSON SP1 w/ 10 10d NAILS x 10" "J" BOLT @ 24" O.C. W! ( ) 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 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS TYP. Cl)M (TYP.) 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 ° � a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @24 O.C.) 2„ x6W1.4xW1.4 ) INCLUDE THE WALL ATTACHMENTS 2/ 6x6W1.4xW1.4 CH MEN S • � ° ° TRUSS GI 24" O.C. U.N.O. ° - -III—III=1 P I� —I D' �I a Q e° ° a s Q s ELEV.-0'-31/2„ ? WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ I-1—I I I I I I I I I —I I= L=, �f I �I I I„III — a ° a a s d d a° 2x4 CONT. a o ° ° a A.F.F. p ° �- 12 METAL PL. UNDER EA. TRUSS MOISTURE BARRIERII -I �I=I '—� I : II � 1=I I — I —I I �I � �I I �I I I I �I I �I I � I r I a a ° a a a d a ° � � d _i — ° ° ' I f I (�1/2 (min.)- 4 0, b . _ — " " ° • - ) n > I � — I h�1/2' (min. - 4 O° (TYP.) VARIES 1 I �� I �I I I i ICI II II I a a GARAGE DEPTH VARIES a _ _— „. — 31/2 (min. - 4 �I I I _ _ y 31/2 (min.) - 4 -I I SHINGLE ROOF 8" ° ° g _ -1T�1Tf I —I I - �� INSU ION LE ROOF SHEATHING - SEE _ (2) #5 CONT. 4„ ' �'—"'V 1,, ' `� 8" — — I—I-�- -f 4" '-4''r8" SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING(2)#5CONT. FRAMING SHEET FOR MI U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFTrGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC �\~'� 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 STRENGTH' CEILING EDGE°�S BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE X' @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' 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 .0 N�NUp 5 8"x8"X16" KNOCK -OUT KNOCK-OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT TUD 1"x P.T. S7 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN d" #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR �, G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" 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 (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 518"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. I EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR , ARCHITECTURAL w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH �. WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1 A N �� r E END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH TYP. ASSUMED FINISHED s = GRADE o p . �, PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE o v 40 MIN. Fy= 40ksi M Cl) o ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL z ° D Cl)p. _ FINISH GRADE °O [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN, Fy= 60ksi] I D •' r U.N.O. MONO OR STEMWALL ° — — — �. �� g —III —III— I ( ICI CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p P FOR CLARITY ° _ _ _ _ _ D D ° D I— I —III —III —III —III —I ( 6 MIL VAPOR BARRIER i I e. �- _ I — I — r �— — N z #5 REINFORCING BAR w R 1 7/8" �'I I ° I — I 1=1TI=1 I1=1T I1=- ��T�� III 1x4 P.T. BASE NAILER 4 x4 INSPECTION ° D ° I =I I= I= I=III=III= ? D ° I—III—III—III—III=III= I I T�1= ( I T�I —� #5 LAP SPLICE —I (2} #5 CONT. Tl-f�Ilrrl l I I inI I II, 3 1/4" BASEBOARD PORT AT EACH NOTE: g ° D III=III=III=III=III=III- N FOR BEARING WALL —i ,- I= � I=I � =I � = � = � I COMP. SOIL. (COMPACTED TO _ o ° ' I - =I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8 1'_4" 8" FILLED CELL TYPICAL I- W/ UPLIFT ONLY _ _ _ _ _ —_ _— —__—_ = o — 95 /o MODIFIED PROCTOR ASTM T TI�--- I I�—T�I T 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ _ _ _ _ _—_—�-�IT III —I —I I=III=I=I I —I I—III=III—I—I I —III —III —III —I =1 I — = — I— (— —III—III—III—I — I—III-1 I I I— D1557) n— I TT� ' 4" V-4„ #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURBDUETosLOPE -III— —ICI—iII-III=ICI III II�II III ICI ICI III,-III=III #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE WWF W1.4XW1.4 WWF OR n- - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG 'FIBERMESH' DECO FINISH DECO FINISH 4" to 6" BELOW GRADE „_ „ TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONALS3 ��_ SCALE: 3/4 -1-0' ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"SEE Ij SLAB INFORMATION. SLAB INFORMATION. v , L r I/oo 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = � 3 1/2 WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR � I I I z - min.) 4" OdANAILSO 0 TRUSS TOP CHORD FOR TRUSS 13 ° e BARRIER D p 4 cV ° a v GRADE AT 24" O.C. MAX. x . ■ ; CONNECTION INFO COMP. SOIL. ° I oo _ — — — — — — TOP OF BEAM & LAYOUT DESIGN ° ° - - (COMPACTED TO 95% I h - - — — — ° _ 'I 11-1 11—III I I I I' _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN d N �• - — — —_— a _ ° ° a a �- -- M MODIFIED PROCTOR ASTM D1557 SCfREEN ENCLOSURESTRUCTURAL =III, I I , , I I-, , ,,— (2) HTS20 FOR c 3" MIN. CLR. -I I_ I I I I I —I I I 11—IBEAM 11— I I I I- ' SIZE & 4 (2) #5 REBAR CONT. 1'-4" 1 STORY ( ) _ 4 CONNECTION INFO _ ON 3" CHAIRS TYP. 1'-8" 2 STORY U.N.O. 4 ( ) STD. 90 HOOK (SEE DETAIL) MIN. a a 2x4PT I PLATE 2x4 #2 SYP P.T. FRAMING w/ — SEE A/S3/J/S6 rL g one° MIN 7/16" O.S.B. SHEATHING g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 w ¢ SCHEDULE OPTION 1/2" GYP. BD. E COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. 2 w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� '_p11 � CONT. BE AD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" " BEYOND DEEP AND 6 BEY � a Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ • 47. � ', -3 1/2" COLUMN PORCH SILL w/ 1/4 x3' TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS ...° , •' GARAGE ATTACHMENTS & 18/D1 E PAD FOOTING PAVERS z "N� "' 'E c� 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 Cl) '''. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8'!O.C. TO FOUNDATION PAD d ! r , ' ' " ' •� STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 74I iTf .. '.. ' .. ` • I •. I 1,M I I=I I I= �*I ' y I I ,L_ I� �=I `— I I= 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 Cl) Z GRADE a =I +. --LI I—f�l ; `• — I _ , — — _ —I I I —I 4, 11 60 TENSION 120#) CONCRETE SLAB d 6 6 W1.4 x W1.4 N M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) — —III ° —III—III—III=1 �1=IT +.;. ', j 1=I I I —I I :' • . -1 I I= T Ir—I I ': ' •, .. - ,_ x T WWF OR FIBERMESH T c7 ;III ° Z � w III —I III —III III —I w _—) °° ' o w —III III=1 —1 z _ = ° BRICK PAVERS or SLAB PER w cn p o v I=I ! a • ° a = _—_ z < III III= SEE A/S3 OR J/S6 �,� ., r SEE A/S3 OR J/S6 co 6 MIL VAPOR - — T= — — — — — — = 1T= f[I=T[T=III 0'-0" FIN. FLR. COMMUNITY SPECS N — — —CIO I—) —III—III—III—III I (—III—III—= FOOTING „, FOR REINF. INFO. 3" CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -III III-1 =1 I=1 I-1 I III=III=III— MIN. 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) —ITI I I lTl-1� I I I I T— :e• PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STORY) ( ) V-8" 2 STORY) ( ) 4 4 „ " a �,. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMINGrCD12 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"=V-0" S3 SCALE: 314"=,'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. I r� , •+� CO C) ' r , IF 11IIII1 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 porlions of the drawing pages bearing Engineers signature and seal. en F Q of'° O 24 O Xk J Q 0 CI •��O N LL 7k - W N rn _ _- ai rNi(:D _ w a- 'la Y a aLLLL L 3 Z L S 06 @ N 0, O 10 Z ILW 00 a N M Z O U Q' in IS U _j U) W ❑ao z N M og z ¢¢N z O Q Q (j) N zCz0 o LL Cn (� rn rn Um 0 w s N r w U � W J — E U o N � tml N 4C o w m M N� o z � LL Q E E 0 z o 00 1 > zo <R ZO oa IcoO cQ. E ROU oa L)CU a� O C> dz O ¢y o az W L Y mE O , z z a=i J ° m 10 0 > z to U)- 3 a o¢ Z dO U irs o' =k O J z Q¢ F YO CD d zR a OU °O >Lo L ai C CC .N! o C:)L.L CN Q C Y ^ O m O E N d- '� co O O O M cD °n° Ln r O r r Z M o ca E O c c d E U _j a a3 Q p c JOB NO: 20-8093 SCALE : AS NOTED SHEET NO. S3 (MONO)