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�Il�w ■ irp rirrm-17f7N 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 —J 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) 1 V-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. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 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 P ° SHINGLE ROOF, SHINGLES TOL [I BE IN ACCORDANCE w/ ASTM =— WII I —9D7158-CLASS G or H, or ASTMILU D3161-CLASS F, INLm� II It ACCORDANCE w/ TABLE ' �i U I� R905.2.6.1, FLORIDA BUILDING — ��I—Ill— CODE 7TH EDITION (2020) 8 r l l _I�[ I II 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"4"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.—/ Hr 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 a NOTE:EXTEND W1.4M A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV _ r ° ° e I - z 00 Cl)T •d• — 0 ;0 6 MIL VAPOR > — z BARRIER — • • — T COMP. SOIL. (COMPACTED TO 95% _ — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 314" =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 II co .. 4 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. s+ 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M 2x4 CONT-' I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 s „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w! (2)12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ 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 TOP PLATE SIMPSON SP2 w/ (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"00/16" 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 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" 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.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV-0'-31/2" z 31/2" MIN. 31/2" MIN. \ r, l= A.F.F. g LL Af N o ° IF 1/2"(min.)-4" _ 1/2"(min.)-4" 00 7 1/2"(min. -4" 31/2"(min.) - 4"q9 (2) #5 CONT. 4" 1'-4" (2) #5 CONT. 4" -41 rT> U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GOr" E0't ems• M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�rA10J05 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 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 ROOK DETAIL BOLT INFO. BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24"" O.C.BOLTS 24" .VERT. OR WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x3 V TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED c '� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �„ _ ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ill MONO OR STEMWALL ? V M 0 FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy FOOTING MONO SHOWN 00 0O FOR CLARITY 6 MIL VAPOR BARRIER °' ° — — '-- R 1 7/8" ? #5 REINFORCING BAR - N4�LV e • . BEARINGCOMP.SOIL.• • II— art -�u—�a W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557)l��II�11�11�1 ��lFRAME WALL TO C.M.U. WALL C ONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° A GRADE 00 =11 .a 11 IT Itr iF I (1) #5 REBAR w/ OPT. ' IW111r1 SG EEEN_ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS _ d T co M •I — �. '' e' •� 4" I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J 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. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAI\ � •. '• : ¢ INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB d0 A. co 6 MIL VAPOR —_ BARRIER 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 a END OF 2" x PLATE w n U a to Cn 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 �, E I1.�11�11�11' �Ili�llt�lll�ll 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS =-V" 10" (TYP') 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. 13 SCALE: 3/4"=1'-0" S3 VA IES 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 SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM A - - SEE ROOF PLAN OD C ° �. ° Q ° (2) HTS20 FOR STRUCTURAL. v _ m BEAM SIZE & CQ c CONNECTION INFO M ° _ 2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE lo Ins" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL : o: AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 c E TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN w > SIZE VARIES PER PLAN MIN. #5 z Cl) CONT. BEAD SEALANT a w/ (2) VERTICALS GRAD E ? _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) c� - • WWF OR FIBERMESH ; Uj F F-- w o LU v BRICK PAVERS or SLAB PER p o v • • • • z a 0'-0" FIN. FLR./ik COMMUNITY SPECS UL 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FOOTING J BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 C" N O N C" G N � LU � �Lo ALjC-Q — mx .: L+- C - = Iv o y N N Cco Q rr"-=� L Y > G C L dl � 7+ o a w M 0 N 0 0 p•;1;1!!lld6F; LE •No 775750 . 13 ' ST; i E OF ``'t 4 It „ 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 C E N 8 $ a N ,Q V J AS O ] L0 C15Mv # LL LL LL LU W LL a a a @ _ �°' z °ic Z r cc CS WO o 09 � mNm m W W W Co Ci L0 IL ILN Z w 0 F OU 0) 13El13 Z W Z N z 6 Q � a V I xD 0 w g N Ly N cn -- ,:: Uarz� — s ® = t 3 s � Q N —o O) o Mcl� z 0 Z Z Q U_ E O Q N �� oa ►— (fl o UO �V E o< wz W= i� <a m0 z� z m mIW �z � o� zO �U WT� O °� < 0 Qo �w _ m h� Z �3 a ;o IIIIIIIII' C w iI< o� U§ N O >LO O LL. cc CQ � N g LO Q Y J N rr1 L.L � o m � N ~ }+ 0 LC) _ LIL O t\ -,Ad N m o M U-) O N Lo r Q 00oo r ui E 2!1 O j CD j ii o z W Z O c E v w c a U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO)