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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 5:;� FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 1=1 o I-III=III—III I ° II I111 III —III=' =111-111-111=1 P I 1=111-11I-111' 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE ' I-11-111 III—� ° — — — ' I I-1=111=1 11=111=111=111=111=111=1 11=� I'" (TYP) VARIES (B 210) ING--111 CODE 7TH EDITION J =i 11-1 I i I I 1-� 111 1 —I I —I 11111—I 11—ICI I —I f 1— ill - RESIDENTIAL —I 8 ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURiRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO DECO FINISH 4" to 6" GRADE L CO _ o 6 MIL VAPOR BARRIER ° a IIII II I D • • III- `� COMP. SOIL. TI (COMPACTED TO 95% =1 I I =I I I 1= MODIFIED PROCTOR 11 I III I [T=1 I I -I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ 1'-8" (2 STORY) U.N O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-\ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 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/ w / (10)10d NAILS _ 2x P.T. PLATE ASSUMED FINISHED it n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY O° z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE - - - - - ° • ° —tTi—I i I—ITI—ITr—' ' i —_ — -(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= I I— 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT — 14 O.H.D. RECESS z 13 O.H.D. RECESS CV ' CV n > .. e • III -III- 1 '=I 1 >111=III=1 ` • III-11 I t 4„ _ 111�1i1 ' ff - .: a. I I °° —III—III " ;, I I •°' �•'��.• • III —I II�111 Vie. ., • . SEE A/S3 OR J/S6 --I L II I I I ICI III . FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R XS6—� 'l l ll l I I II i �111,, IIII I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J 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. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y$' 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" ELEV.-0'-3 1/2" h 31/2 MIN. j -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �3 1/2" MIN. / 1/2" (mintF( - 4" ° I I ——L=1 I I ' 31/2"(min. - '4'... 1 1=f_TI ° • 1Tf Tl l= :I-1 ,T�''- (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL n0 STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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 1Y-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 • p ° � r9' I =1 I 31/2"(m n.) - 4" =III —III =1 I I Tfl-1T =1 11=1 I I 1111=1 11=1TI=1 I I 1 I f=1 I I '' (2) #5 CONT. -T- 14'° I II ii r 8 U.N.Q. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 00°s 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK 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 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 BAR � PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi " T ° D 4JM FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —T- -11(=1 II 6 MIL VAPOR BARRIER -T ° ° � ( 1I ° I —III=� I-1I G -' r M III- #5 REINFORCING BAR R 1 7/8 1 _ III I'" TTi T 2 �_ #B I AP ..0 I('F COMP. SOIL. (COMPACTED TO III ° ° 1 95% MODIFIED PROCTOR ASTM—I I f=1Tl= D1557) II rrllllirllll�rllllirlllTTT TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — •A..Q INTERIOR a a -31 .a 4 a e.. r. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 E- _ Jill N T [=T=III M 6 MIL VAPOR — �' =I —I = L BARRIER �=1=tll� IIII tI-1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT .E 6x6W1.4xW1.4 t WWF OR FIBERMESH A t K S3 TYPICAL BEARING WALL 0� STEP CC SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACEANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE LU C U U) LU LU • (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 _ WWF OR FIBERMESH CO . d —III=�-1Tf- :- (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO,N ° SEE PLAN FOR TOP OF BEAM NV A. (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL c - _ _ — —a °. ° r� BEAM SIZE & N I a �I CONNECTION INFO M ° T ° PATE' I 2x4 #2 SYP P.T. FRAMING w/ ° ins I MIN 7l16" O.S.B. SHEATHING SEE A/S3/J/S6 T 'rTfi�` "- g„ o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION LU� SCHEDULE COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL Uj SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD _� z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w 0 SIZE VARIES PER PLANEE M > w/ MIN. (2) #5 VERTICALS 0o ? GRADE LUFILLED SOLID (SEE PLAN FOR LU SIZE AND REINFORCEMENT) 0� _ • LUZ = LU C Q W U BRICK PAVERS or SLAB PER O o `n = • • • • - z_ LU a COMMUNITY SPECS " � " Q 0'-0"FIN. FLR. to FOOTING v BEYOND L _.•• :•. , •. PAD REINFORCEMENT —/ 3" MIN. CLEARANCE n�•'S •• 4.:� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .w • . ' . CONC. PAD INFO. SEE SCHEDULE ......:...... TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = 1'-0" SCALE: N.T.S. 13 CVco := Z > W a� c CC m K = m o y y o 04 >E.c= ,ya=� " 3 m 3 .d u y CL c E tC Cl- 0 1,7 \ p � r y r 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 Engineer's signature and seal. W A FO Oj (.1)N + N cis Zv '.'. U) a N O 22 ak ll 6 M 4 5 J = - I k 1 52 LL Lu J LL V•• a. Z g _ Lu m c L z o 5 y,. W a ��rn Co 15 Z NZ a V O U < O t u. .. W OO 0 0 z z a � -o J 0 c7 0 cn a LLJ a 0 c/1 tJl w o c � �,•s U LU J pE I ro I U o N c U) ¢ 0 • N I� o JZ w M J 'a Z a �E o=o s<� za O E V Ze oa F M _ O E U d¢ 00 p (r¢ Wz o wz �J C <o a pU m� o° zF m m > Z z op g0 c� az O m 2 jp oLL s 1— r3 M O� �O a F V O— z< U� �� > M J OCC CC 0 M {� T L^T �1 a. U) m N -_ Ln � 0 N 0-) .i.i r O L0 N Q -- T a) w C) T- i6 I n O z co z O E T- CD C c m a E .. U a Q p JOB NO: 23-06118 SCALE : AS NOTED SHEET NO. S3 (MONO) > 1 - 1 - - - -