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u, > G I I I I 1 I 1- II i - --- I 1 11 11I A 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. r e 6 ° I -I I I (�I I 9 HURRICANE ANCHOR @ EACH C I I I �I TRUSS (SEE UPLIFT SCHED.) W/ 12 METAL PL. UNDER EA. TRUSS MIT I = I I I I III I I1 W1-.FrI MOISTURE BARRIERVARIES(NP') SHINGLE ROOF -1 8, - ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGHJ 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 I INSULATION PER CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL- f/ NAILER STD. 90'HOOK (SEE DETAIL 2x P.T. PLATE--, ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR a" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" 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 O.C. W/ r- 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'-31/2" 31/2"MIN. 2x4 CONT. A.F.F. O o ° g . _III III_ % N00 m 0 ° •' —I —III lllr �. ° c GARAGE DEPTH VARIES ° 31/2"(if - 4" I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. SHEET 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FILLED SOLID W/GROUT 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT TYPE "S" MORTAR (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 ARCHITECTURAL w/ (10)10d NAILS r 2x P.T. PLATE FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED GRADE 1/2" GYPSUM WALLBOARD z U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN 00 FOR CLARITY FOR LOCATIONS) °� -III III -III III - 1x4 P.T. BASE NAILER ° III III —III -III I I I� = z 4"x4" INSPECTION h ° III=III__II I = -I NOTE BASEBOARD PORT AT EACH -I irv31/4" FOR BEARING WALL FILLED CELL TYPICAL - - W/ UPLIFT ONLY III. III -III I= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR - III -III III III III I III =III 1_I_I=III III III III III=I MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR I=III 111 III-1 I 1 111—III III 111=III III III —III (- III III I III ---III III I I I= MUNICIPALITY. CONCRETE SLAB W/6X6 CURB DUE TO SLOPE 0- NOTE:EXTEND -III-- =1 „ —, - FRAME WALL TO C.M.U. WALL CONNECTION rD"`I"""""""`I�, W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. E N00 M - - ' I 6x6W1.4xW1.4 WWF OR FIBERMESH 6 MIL VAPOR > h _- I - z min.) 4" BARRIER C 4 v e r_1 I I.-Ia' • • — N s v . ... ... ... -1 1 F-1 I I PrI - COMP. SOIL. O° (COMPACTED TO 95% = m MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 14- V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---x SCALE: 3/4"=V-0" 'v GRADE v II I I II (1) #5 REBAR w/ OPT. _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT �, 9 — 14 O.H.D. RECESS z 13 O.H.D. RECESS N M r . N • ..: .—•�- . r T. • I ♦ �� • .♦ M •' i— — •z7 i r" 6- :.:4"T = • r 4 T G TTF •I I I • ' • .: SEE A/S3 OR J/S6-'`IL I Imlll Ill - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS K**j •1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-'" -I AT 11,11-, 9, 1, I II r' FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) 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. (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL C@ STEP (c@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. MAN°VpvS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL 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 #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi M ° e -0_ j FINISH GRADE oO 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiJ 6 MIL VAPOR BARRIER — A. — — T R 1 7/8 #5 REINFORCING BAR _ T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT • INTERIOR A. -31 '• v• CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE II (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -44 z C N— M 6 MIL VAPOR T - BARRIER �U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 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"°0/16" 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.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS P _T/r 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 1/2"(min.)- 4" CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W F v vas ° a — m • WI� I? •. N _TT 1 f- TiT e 36" MIN. LAP [36" MIN. LAP] XXX t 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 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 " & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN moo (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE aa w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w 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 COLUMN TO PORCH SILL ;a AT 8" 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. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS € r, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER v — ��— 0'-0" FIN. FLR.rj COMMUNITY SPECS f iT( 1TI=[1T (2) #5 CONT. =1 I I- ON 3" CHAIRS 8.. 1'-4" (TYP.) 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 _ WWF OR FIBERMESH r, E e p MEMO,!fillI 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH N � C) C E SEEA/S3/J/S6 -� tr` 'T'' �`""'`� 8" I FOR REINF, INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. � M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD Nr CONT. FOOTING STEEL MAT REINFORCING. `= ' co ao z GRADE 11 2 _ W d • — 4— — Z X W = 1�I—I III—IIL _ICI —ICI W o W v 1=1 - 1—I 1-1 1=, Z ILL 00 -III—I ! d • °! o III=1 11_I 111�=111��111=-11 111- III - _ --III III —III —III 11 I I- FOOTING 11-1I1-1 I I —I I1=1I_I „I I -1I I PAD REINFORCEMENIII BEYOND T =III=1==i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 ,. 141 Gr�0F ESS� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a c v 64 I� Lu _ a 0 ayM rY� c:J_ a w 5 z L OH 0: (9 to4co mo � a k Z & N M Z x O 0 � y . . Z 00 ❑00 W z_ C, z Q Q J N z -F �- r LL Cn g V O w s Cl1 �N r c 0 W 0 o M n0 w M Q o � 0 w a® > 0 E u ♦— nJ Imo wg Z C O E q 2 O 2 W .d.. a �� a ro v No gW Cn J i� b Z m " Z° W 3 a co ao Vim' c CD0 >� J O rn °` m c� L c N CU U C m U Cfl 2 LO N L0 '— N N Ln r = N oo �' T r ro N C'7 6 z z E O 0 N c a Ecc U 6 JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. S3 (MONO)