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I -- - ' ' _ .. it _ I_.._._ t _ I I I - 1 'irl 1_1 11111 11111WIF11, till t -i'� - --- I_.- - I -- _ L_1.. I __ I ---- - Imo._ 1 - — - - --- - -- - 11-1 - -- L'-_1L_l1 Cm -o a v 0 co C'4 O M M co 0 r•n i x Ln Cn u7 0 N 0 0 GV to M 0 I N M N L0 0 t('7 Ln v C_ -L 3 C-1 a M O i a 1° E `v J a N N 0 0 a M 0 LO 0 d 0 Q m 0 N 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° ° SHINGLE ROOF, SHINGLES TO ° _ BE IN ACCORDANCE w/ ASTM --I I l--'LI �I I �I °° . ° ° I =III=I I �I I I= 9 I=1II=1I III D I �-1I1=III-r D7158-CLASS G or H, or ASTM Tj_� 1� �_� , • D3161-CLASS F, IN ' —1I1I I III—� ° — — 1 12 ACCORDANCE w/ TABLE 1116, I �I I —III=I I=I�=I I I= TYP.) R905.2.6,1, FLORIDA BUILDING -I I �I I I=I 1 L I I ��I I I - VARIES CODE 7TH EDITION (2020) _I I �, I I I III I1 I I II I I I �= 11' 11 RESIDENTIAL 8 INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _1�r / FRAMING SHEET FOR 5/8" OR 1/2" HIGHJ 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 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FLFV. VARIFSAi"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&'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 PL 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C E, 04 ' ° t, - Z M - . 6 MIL VAPOR bo BARRIER ; b 4 — �• • r COMP. SOIL. (COMPACTED TO 95% I I— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. V-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U4" V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA 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' PAVERS �[O.H.D. RECESS 11 z �. '•, 4„ 00 4. T III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 0❑ I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" Cl) 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. 7/7 __p✓i- -ram _I✓r II II II II 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 #2 SPF —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (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. L2x NNECTIONS. TOP PLATE S.P.F. DOUBLE 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/ 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/ 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"xl2" 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 r' 17" ^' ^" (ALT: 1/2"x12" 111 CN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2„ ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 x 6 1. FIBERMESH �31/2" MIN. � �31/2"MIN. i ° ° ° — _�� 1/2"(min.)-4" o b °. _ _ _I I F 3 1/2"(min. - 4" I ° • I I — �r 31/2"(min.) - 4" y — I — 1- I- -T7,111— (2) #5 CONT. -4" 1'-4 8 T � � (2) #5 COCONT. " T-T 4 -4 8 U.N.O. MIN.U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALL(',_CTYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 �\�O SCUP ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ Ir 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 HOOK DETAIL 5I8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (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 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED ci 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE , ° ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. 760ksll Z M D D D FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. O° 6 MIL VAPOR BARRIERf1 -I T ff I ° ° ° '_ Tfi— E = I °° z T R 1 7/8" —� #5 REINFORCING BAR N I j .- 9.1; 1 AP SPI IrF COMP. SOIL. (COMPACTED TO A° 95% MODIFIED PROCTOR ASTM D1557)r-,— T rr- 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION 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 ° ° °v GRADE 00 _ _ — ° • I I III—III-1 -(1) #5 REBAR w/ OPT. ' 1—I 11=1 11=1 11= 11= 11=1 I =1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 4' . . M =Ii-T� -111=11 ��•. SEE A/S3 OR J/S6 _1 j I I I I It ,III III. FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC lRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS �I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. -'� P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAMM INTERIOR 4. -31 /2" 1 -� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB sN e E An— I- M 6 MIL VAPOR BARRIER"7T 101, r,x..rr�:r.�rs� REINFORCING1 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE L) D U J Tf[— 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 (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8„ V-4„ 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 2A O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) \7 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH r I `3 ° SEE PLAN FOR • TOP OF BEAM & LAYOUT DESIGN ° ° .. — -� — Tl�ml I In I� i� 'It SEE ROOF PLAN—d HTS20 FOR STRUCTURAL -I T �= ° ° n a n (2) BEAM SIZE & N r a l r I. ) CONNECTION INFO M a T tl 2x4 P.T. PLATE g d 7/16' O.S.B. COLUMN LOCATION 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE Q w SEE TYP. WALL SECTION FOR ADDITIONAL > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"0" TAPCONS AT 8" O.C. q MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS .9 - TO FOUNDATION PAD _...a —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Z1 ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS OD GRADE E > FILLED SOLID (SEE PLAN FOR f 6 x 6 W1.4 x W1.4 %t LU w SIZE AND REINFORCEMENT) C7 � • WWF OR FIBERMESH � BRICK PAVERS or SLAB PER z woa O o Cn _ vc • • • • - z a ° ° COMMUNITY SPECS U_ � Cl) a ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" S3 0-0 FIN. FLR. INV FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N r ti= 0 dUj � W G fD U N _ m x U_ a » = �® t Vf $ N C N C� t6 � d M 3 v > CD � g 3 v a� atx •� s= U 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 Q vE O OM U G(0 O N � 1p H ��N ��rLa . Q 13 "o U_ LL. LAl 55 CL aN Z t0C L M O c. W 3 @NCO O �rn m ILZ tn Z Q J � N Z N OU 0 W Ell] � N M Z CO z o Q r o A w LO U1 L �� U m - _ E U oDS LO 0 o z w J yJ ¢ z z LL E z z oz I Q C�- o Z o cca F o o =V _ O O �z eY < Z CIDw w L np o ., a'w c` -C3 � <z pU �m � � ZF z m j O Q w ¢ V W VJ > O 2 wLL az m J o M aQ �C) ao >� LO L m F— 00 co � N o � Cr 0 N Y m m tf LO 0 ¢I ate-+ LL M -0 U N LO r Q U'),^ LC T H 3 W Q (IS Z ;_ O EA E a U _j Q p JOB NO: 23-06133 SCALE : AS NOTED SHEET NO. S3 (MONO)