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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 (TYP.) TYP') VARIES INSU 5/8" OR 1/2" HIGH - STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 1Rri TOFNAII R T P. R FOR UNDERLAYMENT 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 I r I /-- 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 3 1/4"TAPCONS @ 24" O/C & ci 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 n ° - SHINGLE ROOF, SHINGLES TO e - BE IN ACCORDANCE w/ ASTM - - I -" 0° ' ' • _ D D7158-CLASS G or H, or ASTM D3161-CLASS F, IN °A 14I ACCORDANCE w/ TABLE I I I - R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8" 1 1 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG 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 WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE Z 00 cM _ — P 00 6 MIL VAPOR > -_ - z_ BARRIER _ • - r 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 L4-1'-8" (2 STORY) DETAILU.N.O.) TYPICAL WALL SECTION rA SCALE: 3/4" = V-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 Ch a SEE A/S3 OR J/S6 "I T"tIN. FOR REINF. INFO. CLEARANCE 1' " (1 STOR ) / 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. _Ivy- *'F 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR Y' GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH ) ( �° @ () (U.N.O.} (OR %" GYP. TYPE "X" GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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/ 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHO 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 ONL 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO TH r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN ' ELEV. Y-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NO ot 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 WWF OR FIBERMESH ATTACHMENTS " z � 31/2" MIN. � 31/2" MIN. .ELEV. 4-31/2 2x4 CONT. - ° A.F.F. p ° ° O 4 1 gr, N - 1, ° . e 1/2"(min.)- 4" rt 41 z 00 ;� I GARAGE DEPTH VARIES 31/2"(min.)- 4" ° • _ (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL C� STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" 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" 0/C FIELD. COS,.. \y QCS @ / Y" E 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 10'-0" (R302.11) R NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS D T x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ;WWF OR FIBERMESH 1/2"(min.)-4" II 1'l1 ll�'ll Ill �� Fi � 8" TYPICAL �•■ WALL @ ■ �� SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� M\�aNM�o s LOAD BEARING OR INSULATION PER FBC AND ENERGYJ EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'4" (R302.11) . 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 AOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ *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 J SPACE ANCHOR SPACED EVENLY FIBERMESH BAR a �� BOLTS 6 MAX FROM w/ (10)10d NAILS - r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o r ' GRADE �, _ �— " ° • #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e " FINISH GRADE 00 _z 25' MIN. LAP 30"MIN. LAP [ ] [GRADE 60 MIN. Fy= 60ksi] a ■ D MONO OR STEMWALL . FOOTING MONO SHOWN ✓V r - °O w _ _ ° ° FOR CLARITY ° 6 MIL VAPOR BARRIER e. ° _ _ - �' #5 REINFORCING BAR R 1 7/8" r" 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 CQ C WWF OR FIBERMESH r, E 4 — T o r ° !--I I .• T X_ #5 LAP SPLICE (2) #5 CONT - [� I a NOTE: II_ -III = ni COMP. SOIL. COMPACTED TO ( e — *FOR BEARING WALL =1 (L (' I�=' - - W/ UPLIFT ONLY _ "=1 95% MODIFIED PROCTOR ASTM D1557) TTT • - Ili Ili I— -i I'III. „, —Ill Ili 4n 1-4 FRAME /n I I �i= 11-,=III II'I�I�II� Illil�,=ill , .11= III _i�l —III_ FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° ' ° �r GRADE 00 ° (1) #5 REBAR w/ OPT. I I SG EE,g I�ENCLOSURE TYPICAL THICKENED MIN. EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS d N M a' • �' x 1 SEE A/S3 OR J/S6 1 , FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALM INTERIOR A. -3 1/2" �a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e Do •E E - M 6 MIL VAPOR -_ BARRIER _ rrr 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ARIE SEE PLAN 1 1/2" RECESS FOR VWV FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) 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 ° SEE ROOF PLAN c a °'. °. ° c ' A - -� (2) HTS20 FOR STRUCTURAL :- _� n j Aty . M C E BEAM SIZE &TU CONNECTION INFO 2x4 P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' O.S.B. o ATTACHED PER NAILING FOR REINF. INFO. OPTION #� _ w SCHEDULE a ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION ¢ > � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. :� w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 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 MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 ztz--.1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS"ATTACHMENTS EXTEND FILL CELLS c @ 8O,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 CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 00 ? GRADE) E > FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 � w SIZE AND REINFORCEMENT) 0 �I-I I ° °• I I ;! I r Ch f� Uj 9 a w III III Z WWF OR FIBERMESH r � w w - !--, ° BRICK PAVERS or SLAB PER p o N = _I • •' • '• z ¢ ° e• � 0'-0" FIN. FLR. / COMMUNITY SPECS LL 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 FOOTING -� —1U I-i BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 <V •�i CV. O C W mcc W +: S 9 a a • N ,., O 5 a d coil � E a. v ,• Q •• ' J Fi eCV / O J��'i� � �� dFESS10N►• 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. to E 0 0 �' m j N Go ��:12 2 41 a � � L- w a Z a 4 W :3 cc W0 �' cp co w LO N O Q J K IL LL N OU Z W Cl 1:1 Z c`Q�•, M Z � g z O- an Z M �4-J (� w O w $ IN C N U � LJ.J J r— L z _ C) _ ¢ � -oil o MJ¢ w Z M LL. o �o moo >� ao EQ w �Wo - Z a E N 5< go `_ ao o� w Cn V2 6 � Z °, No �z W -) $o Qa IW LL rni =r J p Q � ui� w o a i� So3 O �O = > CO O rn �o CU cc O� O U) m N 4-0 Y ) ... 0 "D r .� Co N N O 00 N N M to r E Z w M 04 j O N T o Z = E �? 0- U a JOB NO: 22-12353 SCALE : AS NOTED SHEET NO. S3 (MONO)