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11 L _L I � 1 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ 2� 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 & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH FLORIDADB 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER I D e SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM - - - - D7158-CLASS G or H, or ASTM TTI — p III�Ti�r D3161-CLASS F, IN I'TT 12 ACCORDANCE w/ TABLE II —I I I I — — — Z TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSHI - 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 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 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 � AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE: EXTEND W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH„ BELOW GRADE E tv e D e 0 Z co D 00 6 MIL VAPOR D Z _ BARRIER _ _ II p iv - COMP. SOIL. A T (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT._/V-4" (1 STORY) O STD. 90 NOOK (SEE 411 1'-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 `T z SEE A/S3 OR J/S6—�`I I I Ii1 I.= 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 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 _ I f I I I I If I I I L� I LL W II 1 I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS J� 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/ .- 2-0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" j "ELEV-O'-3 O.C. OR 5/8"x10' WEDGE ANCHOR 0 @ 24" O.C.) 211 �Z— 31/2"MIN. GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL "v CV I 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY `„ 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 e � GRADE 00 _ — _ • _ _ — — (1) #5 REBAR w OPT. ISQREEN ENCLOSURE 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 D D D 6 MIL VAPOR BARRIER TIT p D ° • s V f I I I I I I I I I I I I I I I I I I I I I I I I -TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM —SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE —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. (12)10d NAILS U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" —INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) --SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND ,,,2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS ��211 WWF OR FIBERMESH �31/2" MIN.\/ e 731/2"(min.)-4" \p e y/q - 1/2"(min.)-4" 3 1/2"(min. -4" II L 1 I 31/2"(min.) .4" -• _ 7 _ (2) #5 CONT.� I I — — (2) #5 CONT. - I 4 III � I I 111- 4" 1-4" 8 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE:3/4"=V-0" IIIIIIIS3 SCALE:3/4"=1'-0" II S3 rCNII UP _\v j\�OS�C P�5 2x STUDS @ 16" O/C Ica JOU INSULATION PER FBC AND ENERGY ,/ FORM SUBMITTED WITH PERMIT / \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE " " 20MIN. LAP [24MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] I 25"MIN. LAP [30" MIN. LAP] _ _ = O0 1 IT� TI1=, #5 REINFORCING BAR R 1 7/811 -� RE #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I=�j1 I=II= =IT1 D1557) , ITrrrrIIi-rTII IIl fr 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE SCALE:3/4"=1'-0" rL S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0' -0" CONT. BEAD SEALANT a BLOCK WALL BEYOND • : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT a.` -3 1� 1311 � �.... . ° .. ... GARAGE O.H.D. RECESS N CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. • • = STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN ^ CONT. BEAD SEALANT A.� co TENSION 120#) CONCRETE SLAB Tj 7 — 41 - 6x6W1.4xW1.4 •. —I •y m WWF OR FIBERMESH I ' ' '1 -ono -E • N II —II II— SEE A/S3 OR JlS6 -I � Trr— � M 6 MIL VAPOR BARRIER FOR REINF. INFO. 3 MIN. CLEARANCE I I i I I �f1I - 1'4" (1 STORY) I I II V-8" (2 STORY) 4" 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. 101, #6 REINFORCING BAR #5 STD. 90 HOCK #6 LAP SPLICE REBAR DETAILS r F SCALE: N.T.S. S3 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 0'-0" FIN. FLR. IV NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM ILL! END OF 2" x PLATE IL D U V) 6 . m Q —I II p w I rWn ' —I 11�1 I 1=1 e (2) #5 CONT. =I 11- 11 ON 3" CHAIRS (TYP.) 8" V-4" 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 + _ WWF OR FIBERMESH e p 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 �C; p CONNECTION INFO & LAYOUT DESIGN — — — SEE ROOF PLAN — — — —° a ° a a a FOR STRUCTURAL .' -� r �,� - „� � _ E BEAM SIZE & N H. ° a CONNECTION INFO �, - . .4 - T' -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6�" g' ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE 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 -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1 /4"0" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL I I I EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS ? GRAD �) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 � = • Z D W -BRICK PAVERS or SLAB PER 0 in • • • • z COMMUNITY SPECS fn w FOOTING -- BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) '' • �' PATIO Cn N 0 CV r.. � o U > w O c �ovN m a� N O (o y Q N � y E r c 'a � 3 u m c c.+ jE [i u cli 0 fV N N rn To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) a �s �� N r C.,. UY 6 0 -2 ""LL fii N r�'�i C(0A:', a. ii Q Lu a Y u- iL Z z z13 r 0 o �� Co o iCo LLI U) ¢ z Z ° °W UW Z N V7 F Z b 3 000 W N M O tl.l e V) C6 '— U) v 0 M J ' s ¢ CIS co I'"roo o x , o 1, °z EI p` a rc <3 C is n� pLL ZC, 8 = o £ a "T NJ o M I4 C, 0 i o r > CO F-- CC 4*- CC r L 00 O M 00 T Lf7 T ' ) O T O 60 vJ m 00 T 4-J r I — N L.CD =`= C O L17 O Q O CV Lo v m T— o Z Z o iri E 7 c a a 76 U -1 Q p _ JOB NO: 23-12150-12153 SCALE : AS NOTED SHEET NO. S3 (MONO)