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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT 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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER , 10 e SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM _ D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I — — o ° — 12 ACCORDANCE w/ TABLE (NP•) VARIES R905.2.6.1, FLORIDA BUILDING �_ - — CODE 7TH EDITION (2020) RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA riON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGHS 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. 112" 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 w a --NOTE: EXTEND W1.4XW1.4 WWF OR = FINISH 4" to 6" "FIBERMESH"DECO BELOW GRADE — 00 M P o0 6 MIL VAPOR z - BARRIER D • • 04 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„ 1'4' (2 STORY) DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS ;q z GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO, 5/8"x6" "J" BOLTS BOLT I I (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 I I SPACED EVENLY w/ (10) 1Od NAILS , 2x P.T. PLATE TYP .- ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN � FOR CLARITY z NOTE: 'FOR BEARING WALL r W/ UPLIFT ONLY _ FRAME WALL C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 31 /2" 00 6x6W1.4xW1.4 WWF OR FIBERMESH GRADE :FLM1I r mMr ) #5 REBAR w/ OPT. eREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT ci 13 TO.H.D. RECESS cM 1 4„ _ . •.4. ♦, III �.• •i�' — SEE A/S3 OR J/S6 `-I I I„ r T FOR REINF. INFO. L 3" MIN. CLEARANCE V " (1 STORY) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I I I I I I I I I I I I I I I I I I I I I I I 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 s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /" GYP. TYPE O @ 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. 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"°0/16" 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" 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 @ 24" O.C.) 2" ATTACHMENTS i2�1 � z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �` 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ELEV. -0 -31 /2' � � A.F.F. O e [ 1 ° LL N _ o e ° _P3 1/2"(min.)-4" > \ ° iq 11/2°(min.)-4„ co 31/2"(min.) - 4" ° _ •r 31/2"(m n) - 4" (2) #5 CONT. —/ 4 U.N.O. TYPICAL BEARING WALL "SHEAR WALL" MIN. D SHEARWA SCALE: 3/4"=1'-0" gTr (2) #5 CONT. 4 g U.N.O. MIN.� TYPICAL BEARING WALL @ STEP CC ccN'c�RE�.y O sE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��oJ s \ U INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Od NAILS @ EA. STUD _ 2x P.T. PLATE SCALE:3/4"=V-0" Ill S3 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR a BOLTS 6" MAX FROM WEEP SCREED INSTALLED o END OF 2" x PLATE PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BARt GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE = a N P • _ p P N — p C M — — — FINISH GRADE25" GRADE 60 MIN. F = 60ksi MIN. LAP [30" MIN. LAP][y D W �TL— 6 MIL VAPOR BARRIE— R P ° — — °�' v w v I— p ' Z I I I I —I ° IR #5 REINFORCING BAR R 7/ „ 'i± M I! Irrr_M_ T r #5 LAP SPLICE o ° � COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM TI� T TT� D1557) Trrrl I1' i I1-1� TYPICAL EXTERIOR FRAME WALL FOOTING 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'-01, 11 CONT. BEAD SEALANT ° INTERIOR 2x STUDS @ 24" O.C. U.N.O. a . -31 �2" • �' L GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'--,- 6 x 6 W1.4 x W1.4 ;0._ " WWF OR FIBERMESHCn — N M 6 MIL VAPOR =_ _— — I- I 11 —='III—I I— I — I I BARRIER III I I I I— I }DTI i III_ - 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3l4"=1'-0" S3 36" MIN. LAP [36" MIN. LAP) 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20_____77 1 it 2x4 P.T. PLATE os.0. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z 0 cn w � � w � J w o w w W 0'-0" FIN. FLR.Ah (2) #5 CONT. ON 3" CHAIRS 8" 1'-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 C13 € —II _ o I I III—TI —TILE r- 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR ) VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS ° CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN — — e . ° a Na " ° ° .. _ rrr I M c FOR STRUCTURAL BEAM SIZE & % 4 CONNECTION INFO Cl) _ . ° 4 -2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP &RECESS S.G.D. rM SCALE:3l4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND W/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD E d. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING, Q ' SIZE VARIES PER PLAN M _ W/ MIN. (2) #5 VERTICALS 0 GRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = j • d LU w ',IZ -BRICK PAVERS or SLAB PER p o `" _ • • • • - z_ ¢ COMMUNITY SPECS L'" "' ¢ w _ — _ _ _ — _ _ FOOTING J - sRUN• i it _--_. 'i /%iG • • • • , ,FOOTING WIDTH SEE SCHEDULE . • • SCALE: N.T.S. S3 C 2 IT S C!_ LU - v> - C. I.;_1 > ;� • ;o 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 - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W gt E co 8 C1 0 °, N I0 co �ti�� a fN�i # LL u W Jew a W NC W j M CN 0 2 CN C' W Z N Z Q J Z N O U 3LL L) W ❑ ❑ Z N z � M CD �-1 Q U O w g N '• w � I O. v N W o ZM M J ,A_ m p z O Z G s� ae o Z o fo CV � i w� as Z CI) Z o ZY J `z am Z �O �o o C.0 a� C o r LA N C� co ~ � r E O O L(7 Co v Ob M O 00 r C r N U ) !-- C:) N O Q 00 L0 E N O o Z Z j E bl c g IL U a Q 0 c JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. S3 (MONO)