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• . " _ I �, n Isn err ! , a. f� _ I I } I F I l m I PI I I 'R I I I I ! 1tl i�� l�lli � I I cm� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 19ri TOFNAII S T R R -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,• 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. ;a ,PRE ENGINEERED WOOD , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & •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 FIBERMESH144 MOISTURE BARRIER > ° -SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM " p .' I I I Wit 4 D7158-CLASS G or H, or ASTM T ; D3161-CLASS F, IN ° — 12 ACCORDANCE w/ TABLE — ZTT! P.) VARIES R905.2.6.1, FLORIDA BUILDING = CODE 7TH EDITION (2020) 811 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULAnON 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"=V-0" 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; 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 FYPE "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) 1A 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 0- NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE v °n e . z °0 I 6 MIL VAPOR > BARRIER f �r rD _z D �a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K'A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB-----., GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 =1 3/8" MORTAR BETWEEN SLAB & BLOCK ITI C\ / At At- GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL 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 _ 2x P.T. PLATE TYP ASSUMED FINISHED GRADE z MONO OR STEMWALL FOOTING MONO SHOWN A D ;0p FOR CLARITY Q _ _ o 0 0 NOTE: —ll—III—III—I IEt 1 —1 11111111111111111111111E�l 1111111111 � gI>III—III—III=III—III=III "FOR BEARING WALL I= f 911-I 1 I = 1-I_ -1 '- W/ UPLIFT ONLY _ _ _ I I I=1 I I=1 I I=1 11=1 I I �1 I I=1 I I= I I I==111I-1 11=1 11=1 -i l 1-111_ III—III—III=III -III III -III-1 � 1=1 � 1—I �I -I I 1=_ITi=_III-1 �I t I_ -_I 11=1 11=1 11=1 11=1 � 1— � I —I � I-111-1 III_ill—III-III,,,IIII�IIIII�IIII„IIIIII,III, FRAME WALL WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770., S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---\ 4 4. °� "v GRADE 00 — _ f(SlI1#5 REBAR w/ OPT. CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r „ 4 O.H.D. RECESS ;� z 13 O.H.D. RECESS . r N ch e,'•• y' . i• .. T. SEE A/S3 OR J/S6 Ill — - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. SEE A/S3 OR J/S6—� -I i I I I I„ ALVt+1r-jF4IT FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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. �,_CON SIV030_ 0 �\Eo �5. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY cod FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"" 1 , x 10 J BOLT @ 24 rlo O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL 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 41 REINFORCING BAR Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D M — > • FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER t> o ° °O T R 1 7/8" #5 REINFORCING BAR ° — 051 AP SPI IrF • '. .. ••• .•' HI111111' 11� Ili SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 1/2" FROM SLAB 0CONT. BEAD SEALAP .. ¢ INTERIOR a.. a. -3 1/2" CONCRETE NAILS W 1 1/2 co EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 WWF OR FIBERMESH co . 4' 1 K S3 �� Ia'�V •►/L_�� illr_�. ice— a i�►_��'►i��i: ii�� ii— - I�� afa ' REINFORCING•1 HOOK #6 LAP SPLICE REBAR DETAILS rF 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 — 2x4 P.T. ol PLATE 711SI" O.S.B. COLUMN LOCATION SEE DETAIL 1601 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS :T M 0'-0" FIN. FLR.jk NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOaFROM a BOLTS 6" MAXEND OF 2" x P U a zj a. e . NJ= DLd �—I D ° (2) #5 CONT. =1 I ON 3" CHAIRS A 8" 1'" (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 �, E vAT IT-NiUmv-_r 4 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-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 ;0 c — — —d �• A. ° o e FOR STRUCTURAL t BEAM SIZE & CONNECTION INFO ' :P .d — I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "T g ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 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:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN w/ MIN, (2) #5 VERTICALS GRAD a FILLED SOLID (SEE PLAN FOR = _ _ = a n SIZE AND REINFORCEMENT) 0 =IF=1 a a• - 1-1,1-1=-1 z w o I: III —I �=III===III =III==111 Lu W N w-1 I��I z BRICK PAVERS or SLAB PER 80 -11 I = ! • °! COMMUNITY SPECS LL — — _ _ __ _ `�' < • .•'� SEE FOUNDATION 7. CONC. PAD INFO. TAPERED COLUMN FRAMING KCD12 SCALE: 314" = P-0" 11- i _-III-111—.III—III--1_I-111=111==- FOOTING -' =III III=III=1 I. III — I -III 'III-1 I I_ U Illliillliiilll. 111-„II III, -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 c N 7 01 C,)• `'0 '• .. c L 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. W !� S o E r- 0 d W tlr a 05C- 3 LLWaa c YYn U.SC w 5 z 0 o Q� 0o •�(0 CVO c0 m 0 .W0 .I _ ILW ap C14 Mz ¢to0 V U z ❑❑❑ 0 z z � z N V)9?M Z vC1 L.0 W O W 8 LI / Ln Ly N tJ 0 Q t� ch o LL_J 9. E z a® 0 F C Z E N It &� °�g w c �� Z z Cn J a 10 d, p� O w� �� J t� fca C '- �N � 0 CL 'a a� d' T_ co = N T— .� T 1 C0 O � T- o z z '_ O 42) O _j Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. S3 (MONO)