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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P•) VARIES li► 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 #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 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 o ° SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM_ LH�= - ( T D7158-CLASS G or H, or ASTM - ; • D3161-CLASS F, IN ' I j I ° I' ACCORDANCE w/ TABLE ' I 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® I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2xSUB 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 Cl) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 CL NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c iV t e e ;0 Z °Q 6 MIL VAPOR BARRIER ; 1 D - D • COMP. SOIL. e r (COMPACTED TO 95% - _ MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--1/11-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION K"A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �. z M - t x A ,'• ' x 4• 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 ALLx BLOCKING HORIZONTALLY@ INTERVALS 5/8"°x 10""J"BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS ASr-2 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""0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl C\/ n- n-- (ALT:1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T.TTO BOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR n x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1,4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH (-3112" MIN. �31/2" MIN. ° - - 1/2"(min.)- 4" 1/2"(min.)- 4" 00 to° 31/2"(min.)-4" 9 (2) #5 CONT. 4" 11-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ll 1►. .i ffi N1111,9. •>I II II • SCALE:3/4"=1'-0" \ S3 cow' 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 J LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN� 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'-0" (R302.11) #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 HOOK 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 6 1/4"x31/4" 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 N ) SP1 SPACED EVENLY FIBERMESH BAR BOLTS 6" MAXFROM - ^ N W/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED w o END OF 2 �� VWVF OR FIBERMESH M E TYP. ASSUMED FINISHED c — PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ 0 > ,. e ' GRADE N_ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- a e OR STEMWALL l-- t> n FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij a . m °' Q MONO g FOOTING MONO SHOWN - O° ° °° w w ° - ° -- FOR CLARITY 6 MIL VAPOR BARRIER _ _ - �- #5 REINFORCING BAR R 1 7/8" `� _ Z — — 2 #5 LAP SPLICE — - NOTE: • - - "FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - ° ° W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM _ -T D1557) , - 4, 1�r, FRAME WALL TO C.M.U. WALL CONNECTION rD� 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 =v GRADE 00 _ ! — _ — .Q lid 111 II II 1' mil(1) #5 REBAR w/ OPT. 1 I I I I I I GSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS x , N Cl) I 4"00 ' T SEE A/S3 OR J/S6 J -' I I „ , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST 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 CONT. BEAD SEALA� INTERIOR 4. n T CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 40 a C Cl) 6 MIL VAPOR BARRIER 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4 " 8" 10" #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 VARIE 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " a CONNECTION INFO= TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN oo c a. ' ° a d M (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO•d 2X4 P.T. 2x4 #2 SYP P.T. FRAMING w/ PLATE „ SEE A/S3/J/S6 " ins MIN 7/16 O.S.B. SHEATHING 8 o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL > w 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"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 S W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD - INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w - SIZE VARIES PER PLAN M z GRADE �) CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS > -j FILLED SOLID (SEE PLAN FOR -1 6 x 6 W1.4 x W1.4 c`, w SIZE AND REINFORCEMENT) C7 � • WWF OR FIBERMESH r, ? a w 0 v ° v BRICK PAVERS or SLAB PER _ on • • • • x z_ a 0'-0" FIN. FLR.� COMMUNITY SPECS '` " w 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KeN SCALE: N.T.S. S3 CWS !V O iV iV 0 CIO `+' a� C W V N � m X N R O i 3 z � _. C2 "=Q 3 dc o •2 T E � o m 0 N N 8 Z" 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. III) E Q N •)+ D] f M o2 LL N Q s J JLLU. 25 , W o Lu 5, Z m c°r a n a N 0 O co Wco T Q1 M IL = C"I (V J I- OU CO) Z W ❑ E3 M 0 � z M a J N M N z wca �V O V) c c" / � cn U E z 8 ® w a� Q 0 N o M M J Jz i O w Z LL EL E o wo w >^ <, Z® o WZ .5 $ m�0 z C� �C -m 0�Z~ mW o a �Z $ <m 0 � o0 0 W`� m <; aZ M ;o Q � 2Q U� 2 O O = > Lf) _J 0 m � ccc � N t0 Li) � N 0 N N Q Cr 0 m C LN U N Lci ui co E N E N o ? m E :3 a U J Q 0 3 JOB NO: 23-04653 SCALE : AS NOTED SHEET NO. S3 (MONO)