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I W I N x ri N 0 co 0 N 0 S Q N N �p E 0 i a 15 a> Lz N 0 0 0 a N N 0 V) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') 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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (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. '. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM - — °' • . p _ .° D. I I — —,— 4 D7158-CLASS G or H, or ASTM D3161-CLASS F, IN� ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING —_ CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -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 31/4" 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 t1 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E `CV ' +� ° D r ° I = Z CO r2 co v M — D • 6 MIL VAPOR' - BARRIER — C �r 1 — COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR M — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V 4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" l'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z +' 4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7F- - -------------- z! 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CO I I GARAGE DEPTH VARIES M GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 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. 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 e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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"° 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (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 ELEV-0'-31/2" z 31/2" MIN. 31/2"MIN. A.F.F. "'on o a ° ° 1/2"(min.)-4" _ °. — — — 1/2"(min.)-4" N _ _ _ _ _ 31/2"(min. -4III 1 " ° •' 31/2"(m n) 4" - (2) #5 CONT. 4 TrT , (2) #5 CONT. 5-1 4" iTTT nT 8 1-4 8 Mi U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_�� TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" k,S3 SCALE: 3/4"=V-0" S3 CON" PE0 cU VZID ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M ��o s Z1 N J 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"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" o „„ " " "o " 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 MOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE 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) 1Od 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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ 10 1Od NAILS ( ) `14 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR — J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 .-. E TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH M ASSUMED FINISHED E #3 OR #4 REINFORCING BAR D ° ' GRADE �,— D D • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi aJ ° OR STEMWALL ° c i 1 .D p _ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAPJ [GRADE 60 MIN. Fy= 60ksiJ g m D _ too o FOOTING MONO SHOWN °O LU— FOR CLARITY 6 MIL VAPOR BARRIER ;, ° — #5 REINFORCING BAR R 1 7/8" V) • D —j�j-1 #5 LAP SPLICE (2) #5 CONT.-.1 _ NOTE: FOR BEARING WALL �" COMP. SOIL. COMPACTED TO — ( D ° 36" MIN. LAP [36" MIN. LAP) ON 3" CHAIRS 8 1-4 8 " W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — ��. 10" (TYP.) - D1557) 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK FRAME WALL TO C.M.U. WALL CONNECTION rD'� 1 TYPICAL EXTERIOR FRAME WALL FOOTING rE #6 LAP SPLICE KT TYPICAL INTERIOR BEARING WALL w/ UPLIFT G REBAR DETAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---, ° ° �• GRADE co — —• a • (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS M M ' 44.' . r -4" °Q r SEE A/S3 OR J/S6 I Hi Mir FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 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. • ; SEE PLAN FOR CONNECTION INFO " TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c ° a', ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & 4' 4 CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR A. -3 1/2" .• 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 � e o? C , E M 6 MIL VAPOR BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE REINF. /S6 INFO. FOR REIN8" z ATTACHED PER NAILING w SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS & S.G.D. rM fn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" WALL AND GARAGE COLUMN TO PORCH SILL O.C.MASONRY PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- END FILL EXTLLS W/ DRYWALL SCREWS @ 8"O.C. TO E PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w 0 SIZE VARIES PER PLAN MIN. #5 VERTICALS ? CONT. BEAD SEALANT ; "' J w/ (2) 00 GRADE ) e FILLED SOLID (SEE PLAN FOR _ I 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) 0 � - WWF OR FIBERMESH Cl) � ? n=~. w o v BRICK PAVERS or SLAB PER g o 0 • • • z / COMMUNITY SPECS " rn 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 :.•'� �, :• SEE FOUNDATION ,�. CONC. PAD INFO. TAPERED COLUMN FRAMING 412 SCALE: 3/4 = i'-W FOOTING 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N N 0 C— MwN -� —4CID x tun, O N G = d 21 W E c W -CC rY CC 4 L- G C 02 9 W '� T Q N a C G A o a � )Ott • ,A SE � 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» W L LL J � LL tlW) NrNia� a s CIL �� a k W LE z N MZ 0NH OU ❑�❑ z W Z z � MI Q � J n- N 13 - N v0 C1 LL �M N .Uo, -� O c I Q N�M n J =O � Eo Q c�a O � � �a Z ° a �o "O OX Cr Z = �o UJ ro 8 oW LL F- O °O > cy) O m Q M Ln r T V) a S U)CD N O 4 Ct) N LO m M M N U') o Z Z y E T E c • a 0 Z JOB NO: 23-06107 SCALE : AS NOTED SHEET NO. S3 (MONO)