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m LO c rn 0 o� O J L0 Q I M m L0 v o- 0 0 J LO 0 I N L( LO V) O .a a Q N O i a E 0 v _ J 0 0 c� N O 0 0 a N N �I- 0 d z 0 M I v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 U-0" (R302.11) 16d TnFNAII S T R R 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 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO _ a BE IN ACCORDANCE w/ ASTM I-1 I I- I I III I D I III-.� I=1 I ►_' ;- D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING � I�I �rll CODE 7TH EDITION (2020) I (- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES �S I SEE TYP. WALL SECTION SCALE: 3/4"=T-0" -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 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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE , L I, 00 6 MIL VAPOR BARRIER A 4 '•� r COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR I ITT —I I =1 I T li ASTM D1557) 3" MIN. CLR. O #5 REBCHAT R CONT._/V-4" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.C.N 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION (*A� SCALE: 3/4" =1'-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 %- "T z / M � 4" ItI�i1 - a. 5p T Ill r SEE A/S3 OR J/S6 `-III I I ICI I I „ 111 III: FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) 1 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. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN, ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) C7 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" I A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR )2'- 0 @ 24" O.C.) ELEV. 4-3 1/2" �31/2" MIN. V J A.F.F. p P. 2x4 CONT. LL O `" _TT TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s (U.N.O.) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS r31/2" MIN. GARAGE DEPTH VARIES 31/2 krr -4 _ — _ III III I - I I 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"xP.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (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 SPACED EVENLY w/ (10)10d NAILS _ r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 - FOR CLARITY c. NOTE: -_ *FOR BEARING WALL - _ T W/ UPLIFT ONLY _, FRAME WALL TO C.M.U. WALL CONNECTION ("'D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-p" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° GRADE °° _ _ _ _ °• (1) #51REBAR w OPT. III=1 I I —I I I ��1= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —yI O.H.D. RECESS 4 M N e �• .:• .. M T�I I fir••{--��T�t e `-_ I I � f �- I -1I1 III Ii� .�a•. •. Y•':d.•�' � 00 T ' 111 l �l l ��. +� •• I -I I T I —III III SEE A/S3 OR J/S6 ` -1 11 I rI i III 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S.�,K ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1/2"(min.)- 4" (2) #5 CONT. 4„ . j �m m r' ` 8„ U.N.O. MIN. TYPICAL BEARING WALL @n STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" \0 `ens' �\ M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (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.C. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00r31'/2"(min-.).74" -TIC-I T�- �I I �I I �TI=� 11 I f1 'T= -I (2) #5 CONT. 4,; U.N.O. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/S"° x 10" ",!" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ' #3 OR #4 REINFORCING BAR E #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D FINISH GRADE °O M [GRADE 60 MiN, Fy= 64ksi] M D • 26" MIN LAP [30"MIN LAP] TYPICAL BEARING WALL � STEP CC SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN, TENSION 2600#) Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N_ o END OF 2" x PLATE WWF OR FIBERMESH �, E w v - D ° p. _ a-lT(=17f ° p D 1=1T_I-III-TATCD g I-11T 1 I ►- I III-ZI f-III_ LU LTI-1 I f Iflb D 6 MIL VAPOR BARRIER =� I D ° (� �— I=1 11— �" R 1 7/8" LU 1 I-1 1 °—#5 REINFORCING BAR I=I 111 1E N z I.- i j� = I I—M m=T r #5 LAP SPLICE j�T = j� 1l- i COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR ASTM �11 1-11=111—�I I= 1 =111— D1557) T I III 1�11 (I I II I �=r 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,� 1/2" FROM SLAB 0'-01. J CONT, BEAD SEALANT TIlk a INTERIOR ° a 31- /2'' e e e.. e. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Qla ° 00 E _ n I M 6 MIL VAPOR _� _ l BARRIER -I 1 =III I I I II ' 111 IIII,,,7f III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" (2) #5 CONT. - m�� .. I Im I , 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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 r� ° —� SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN . 'A SEE ROOF PLAN — — — e ° a ° (2) HTS20 FOR STRUCTURAL r _ I TI �II M E BEAM SIZE & CONNECTION INFO M I °' .4 a 7 I PLATE I + 2x4 #2 SYP P.T. FRAMING w/ 7/16" + MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. �� Cn cv 0 eov Cz C* _ Q `a ca� W v ¢r. c to�,� LA_ NCcC=� to .may CNI .^d .�C= (13 W v Cr • ca w C. E �J c ri N O N c0 N 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. 0 W �+ E 0 M O a SO N M iq 90 0 2 LL M V N 5 J LL w LL CIL 52 tia w z smo 0W 'lu C, Y W U5 Z IL C? on w � N Z Z N O U U O W 11) 1771 El M Z N M z z o r, �� — z W U o " +-, C/;, LU 0 o yC_.• N VV) un 1 M U LL,� g I t U 0 y ¢ m ° 4 C o J w O M p z Q LA_ N E gZ ao E O ❑a ~ m g 00 o E C °z o � z L wo �W �@ ¢ a zmo a W 0 01 z m U Oro Q W 50 ?� C)� �a a m F - � �Z J 1 N, o as� 0 ;o o� 2 Q o U O �O =�/ n I r_ L / +a Ca 0 ItO �c j- co mo N Mr W L^ Q O � N O I CU C)C:) 'T— VJ LL _N T_ (.0L � co / r ch N r ui E 211 c M v; o Z �o Z = O N m E v U J Q 0 J JOB NO: 23-04658 SCALE : AS NOTED SHEET NO. S3 (MONO)