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I:p. Pf 1'. w I M s co c0 v _ C� L0 ^I 0 0 I N M cV N O 0 v 0 .a Q -L a N N a E 0 x 0 0 J 0 0 0 J ti M 0 0 hM 0 rn 0 d Z 2 0 0 m O N 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302,11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" 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.) 194 WWF OR FIBERMESH 4P°777 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ' D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM —III—I 1=1 1=1 m D D 11=1 11=1 11=1 11= _� '-III—III—III I ° � � I 111=111=111—' D7158-CLASS G or H, or ASTM I I=I I —I I—) I I=� o • �I I ��I=1 1=1 D3161-CLASS F, IN — — — 12 ACCORDANCE w/ TABLE zf7p.)VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) '— I I II I II I II II I II I II=�1 I II I II I II II I �I II "IT' 811 RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" _ _ FI F\/ VARIF.q I_[ \ 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 I 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 FURRING @ 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 Lu a' NOTE:EXTEND W1 AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C E , N' D ° °p 0 M D 6 MIL VAPOR III D III= 00 = - z BARRIER II ; D �� 4 I II D COMP. SOIL, II I (COMPACTED TO 95% =1 I 11 H.1I=� 11= FIT MODIFIED PROCTOR I III=TTT 1 i I I ASTM D1557) 3" MIN. CLR. O #5 CHAIREBAR TYP. 1'-4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) . DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z M � j 00 �I I II I I I :. •. T I IT r SEE A/S3 OR J/S6 ii ITS „ I , FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8„OR 1/2 HIGH STRENGTH /s _/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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 (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"D x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" „o „„ „ @SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w! (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE .- 2"Dx3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH , ? �3 1/2" MIN. �3 1/2" MIN. ELEV. 4-31/2' — 2x4 CONT. _A.F.F. p z b � — 31 /2 (min. - 4 II=T=�:� 1 /2 (min. - 4 II_ r „„„n , =�)) 00 GARAGE DEPTH VARIES 3 1/2"(min. - 4" I I I 31/2"(min.) - 4" = =1 I I I I —I i f -� ffl-ffl I '' :1YM I I —ITI—I I —III I l f ff l ''' -I 1TI=f f I-1TT 11= - 11,_A„ —"' 81, (2) #5 CONT. 4 -4 8 GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALLrc Cc� rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 os�c� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16 O/C 1GCN�\NJ LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1"xP.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" R302.11 ( ) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTO (R302.N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 " SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR C.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR 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"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR w/ (10) 10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ¢ ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T ✓ _ TYP ,- 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 x PLATE WWF OR FIBERMESH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D ° i GRADE D D �, z GRADE 40 MIN. Fy= 40ksi � #3 & #4 LAP SPLICE � Z r ° D M FINISH GRADE D D [GRADE 60 MIN. 60ksi F y- ] 25' MIN. LAP [30" MIN. LAP]T�,�=—I(— MONO OR STEMWALL FOOTING MONO SHOWN — — — - U.1 FOR CLARITY °° 6 MIL VAPOR BARRIER —� I P D ° I— I I=1 1=_ °° ° T Ui R 1 7/8 „ �' �r I �I-III—, I II I II I* .. r #5 REINFORCING BAR #5 LAP SPLICE I I. �I-TI=11 1 I 11T(= I I I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° �r GRADE • —r J I i r iTr—ITt—t =(1 } #5 REBAR w/ OPT. III=1 11= I I I i I II 11— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS ?: ' T T A .° • . Cl) III-11� I .. a:;e•'; ,_," I� —I I 1=III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 211 HOLD GYP, BD. 1/2" FROM SLAB 01-0" CONT. BEAD SEALAN — ° Q INTERIOR e .. , ° _31 /2 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° a co 6 MIL VAPOR BARRIER (2) 95 CUNT. —11 �� -11 , , , j I 11 , I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" (TYP. ) #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 SEE PLAN 1 1/2" RECESS FOR VARIES 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, ° < — SEE PLAN FOR A - �fp & LAYOUT DESIGN TOP OF BEAM — — - SEE ROOF PLAN _ — -° °' . .a a (2) HTS20-1 FOR STRUCTURAL' II BEAM SIZE & T_ CONNECTION INFO M . ° jA , �7 PiiTe 2x4 #2 SYP P.T. FRAMING w/ TFf SEE A/S3/J/S6 ^ MIN 7/16 O.S.B. SHEATHING 8' os.inse. z ATTACHED PER NAILING FOR REINF. INFO: w SCHEDULE OPTION #1 COLUMNLOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN CONT. w > SIZE VARIES PER PLAN MIN. / 2) #5 VERTICALS M Z O° GRADE i BEAD SEALANT c Q w( > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 `I w SIZE AND REINFORCEMENT) � • _ r WWF OR FIBERMESH M K a w o v ° BRICK PAVERS or SLAB PER p o "� = i •. • • z z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 iCOMMUNITY BEYOND PAD REINFORCEMEN CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE '#L'U--4'MN FRAMING rCD 12 PATIO COLUMN FTG. DETAIL rNN� TAPERED C,% • C" N O N ti vex Q 0 lC U N =m tea coCLzw E •- >' CD ==-,- 3 3 i _ W _ � E c M 0 CV 4 „ rn ;•+r o :.., .. 1fx _ 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 and seal. W a o8 # O � _ N C? N � �� t//i� \ N O NmR S J J �� SZ W W ° _Z m cv ti y �6 0 W' D m NO z�� ��m Lu ? OD d «' M zLL Z < N OU W ❑ ❑ z N M o� z z o -o J rs � r � M z a 0 o +-+ C w 0 V) u, o rY y u•s C� •g. r— _ E m I V O N D Ly coY to o w m J zQ m Z a 11 �E zo �o<� >N Zo a E U o� Za oa r— ra CIL g 00 < oo 1< w W C!J c c <z 0< mo of m J Om �< aw �z o� 20 C/3 <o Z m < o _� �- a az _� w¢ =� 0 ;o =IQ o > Lo O f6 O � N o Y o N '^� c J Ln 4-,o a--+ r�l m N M 0 L 0 00 L0 z CU z EID N ID W U tz Q JOB NO: 23-04907 SCALE : AS NOTED SHEET NO. S3 (MONO)