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.11 t't I '��IC[1 "I I 3 W 0 4 N 0 0 C C 0 G `o v cg a a I Y 0 1:Z c N WE N N 7F 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �(Ty P•) VARIES INSU 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 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/ (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDINGL 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) - -- - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH ALT: 1/2"xl2" TITEN HD @ 24" REQUIREMENTS SEE R905.1.1 z _ __ ___ - - -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4 O.C. BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD APPLICABLE. v 3/8" MORTAR BETWEEN @ " @ 24" O.C.) TRUSS @ 24" O.C. U.N.O. " " EDGES, AND @ 12" O.C. @FIELD 2x P.T. PLATE 1/4 DIA. X 31/4' TAPCONS @ 24 0/C & � __ _ SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -- "" _ - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " "' ELEV. 0'-0"IK (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT -- MOISTURE BARRIER a O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ° �_ y A.F.F. @ 24" O.C.) 21r x 6 W1.4 x W1.4 ATTACHMENTS 2t' SHINGLE ROOF, SHINGLES TO a . > 4 WWF OR FIBERMESH Tr BE IN ACCORDANCE w/ ASTM _ _ °' p .. — —,- T ELEV. -0'-31/2" Z 31/2" MIN. 31/2"MIN. D7158-CLASS G or H, or ASTM -� D3161-CLASS F, IN I ° 2x4 CONT. A.F.F, U- a ACCORDANCE w/ TABLE — — I c — — b / • ° � 1/2"(min.)-4" 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 1U-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH R905.2.6.1, FLORIDA BUILDING _ I I I I., N o0 T' s a ? • °° ^t ^r - — a -r1/2" min.)- (4" GARAGE DEPTH VARIES 31/2 (min.) -4 31/2 IIIIIII. I CODE 7TH EDITION (2020) RESIDENTIAL - a ROOF SHEATHING - SEE — — SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING (2)#5CONT. - 4" 1'4 8r FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL 0 STEP C@ SHEARWALL ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �'� SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3!4"=1'-0" 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 nkiZ 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C �y r a, _ A t• I s Z_ °O s � 6 MIL VAPOR o — - Z BARRIER — �• • T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' OHD PAVERS /-... RECESS ;. Z - II�1�1II� III III II III 11 • - 1=III'�II =1=�11 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. -101 SC0 QGS "II'sl 1�II ° II"II"II'� II II CONT. II II II 11 II II TYPICAL BEARING•°LL @ STE■ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o o�o S LOAD BEARING OR INSULATION PER FBC AND ENERGY GON(�N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1 �� P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) d x #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING �� 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR "J" „a�� ,o 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 FIOOK 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 >11 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS �, SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED J BAR a _ ^ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N .� �* �,P ,- 2x P.T. PLATE —1 o END OF 2" x PLATE WWF OR FIBERMESH E ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v n a GRADE t„ _ �— ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0- A MONO OR STEMWALL Cl)p. FINISH GRADE °O 60 MIN. Fy [ [= 60ksi 25" MIN. LAP [30" MIN. LAP] a g — — is • D Z FOOTING MONO SHOWN = — � w FOR CLARITY °O 6 MIL VAPOR BARRIER ; ° — R 1 7/8" �' #5 REINFORCING BAR - z ° • — — — -z #5 LAP SPLICE (2) #5 CONT.— NOTE: "FOR BEARING WALL - g _ __ r > ° . COMP. SOIL. (COMPACTED TO — 36" MIN. LAP [36" MIN. LAP] T ON 3" CHAIRS �� g 1-4 g W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — —rr' 10"(TYP ) D1557) — 4" #6 REINFORCING BAR #5 STD. 90 HOOK - = SPLICE LAP #6 - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1,4 WWF OR .T . ®GRADE �I II =U= 11-11= �IL=II= II I�=7I=IIc1I57I``I1-1�= 11' .. -'ll�lllillllliaillilailll MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT • 1 • ■ /,..vmwmw 1.11.�L11 II u.�I SEE A/S3 OR J/S6 , FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN INTERIOR A. `. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ E_ M 6 MIL VAPOR -_ BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 RECESS FOR ARI VWV OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.. D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR Y " CONNECTION INFO � ° ' 111 TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c v: A. A a A (2) HTS20 FOR STRUCTURAL r _ _ _ 9 BEAM SIZE & 4' 4 CONNECTION INFO i a �' i II 2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ' r 8" z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 cr- ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W! DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � � INSULATION PER CHART z0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ON FLOOR PLAN � w > SIZE VARIES PER PLAN MIN. #5 VERTICALS M ? CONT. BEAD SEALANT a w/ (2) ;o GRADE E > � FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 Cj Uj w SIZE AND REINFORCEMENT) LLI C7 Z = ,, • '- WWF OR FIBERMESH C., ai a w v o " BRICK PAVERS or SLAB PER p o LU v' v ! • • •- z / COMMUNITY SPECS - �-5; 4�1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE: 3/4"=1'-0" S3 •.'� SEE FOUNDATION •� ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3l4" = FOOTING v BEYOND I PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 o ti QU N m o N � O- s- -� CD � N cz N Y 3 Q 0 d • N ca � . c G w ¢ja 0Uj SE 'o v �• OF w FLG •�� '�•r oQ•. O�ESSIotl �� 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 Engineers signature and seal. E co 8 �p�p-j N C5 OW # 11 0 `'' 10 tl) tq F- 1, - —+ w (L M v LL' o_ at 0 0 _ M-S 119 =M Z I C�,�; x 0 �j W 2-rn a ILN C,Z L,Q z OU -j(n _ ❑ W 7 z z z ¢_ _ zC1 w M. .O w ul v '® ~ � $ s c r3 0 M M z QQ E o "� o a® oa H- T BTU pq I;o CU o� Z N ru tN i �S ado z:3 CO I 19 m� Z ad b i'5 h S W U 8 �a �O N� x� 1-� } ? g N R �0 >_ CID A s 121 > M J O �, c� r C:). -. :3 d. l� U C(O 4-+ lit I.C) N Q N r T � Z Z E O ai E 2 1° C _ a U J Q O JOB NO: 22-02351 SCALE : AS NOTED SHEET NO. S3 (MONO)