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LLJ K3 so I� 3 m g 0 V) LO C14 J av V I•M O al: f N N N N c O <R 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ .) (OR / GYP. TYPE "X @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T $ B --.. --.--- =— SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z - --- INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. - _— = 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN " O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. �� 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & � SLAB & BLOCK EDGES AND 12 O.C. FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR EACH @"° TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 E Cn -- ` '° _ .- IMPSON SP1 w/ (10) lOd NAILS x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND SIMPSON SP1 w/ (10)10d NAILS w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `' _ ELEV. 0'-0" ALT:1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER _ A.F.F. 0 /8"x x 6 W1.4 x W1.4 2400R C 10 WEDGE ANCHOR INCLUDE 6 x 6 W1.4 x W1.4 > n ° SHINGLE ROOF, SHINGLES TO e _ - _ @ 2" ) WF OR FIBERMESH W ATTACHMENTS2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM Tm= — D — 4 ELEV. 4-3 1/2 z 31/2" MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ' I — ° I I' 2x4 CONT. O A.F.F, O 77 -• — 12 ACCORDANCE w/ TABLE _ I I—Ir I N _ o ° . ° — 1/2"(min.)- 4" °O °O n ° . — T 1/2"(min.)- 4" (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) ;� t l � I I GARAGE DEPTH VARIES ,T a • 31/2"(min. - 4" I RESIDENTIAL 8„ � — INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING �-, (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4"'-4' 8° FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL TYPICAL BEARING WALL STEP SHEARWALLK'C� BEARING WALL STEP @ rcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0° S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD ER CODE OR 5/8" "X" ALUMINUM FASCIA coN��N`�°��t GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2' OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ rAN 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT „ 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (R302.11) PLAN � #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302,11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR �I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ BOLT INFO. 5/8"x6" BOLTS BOLT �° 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPES MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS `N� SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E TYP 2x P.T. PLATE PER MFR INSTRUCTIONS END OF 2" x PLATE WWF OR FIBERMESH r, 1 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 ° t GRADE � n . . o • z GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a. a e 1/2" GYPSUM WALLBOARD ° D M = FINISH GRADE O0 2 [ GRADE _ 60 MIN. F - 60ksi y _ _ . ,• 4 U.N.O. 1 #5 VERT. IN FILL O MONO OR STEMWALL z +. > 25' MIN, LAP 30" MIN, LAP [ g D — CELLS (SEE FOOTING MONO SHOWN o0 P W ° ° • FOUNDATION PLAN FOR 6 MIL VAPOR BARRIER o ° °. • . — 1 � R 1 7/8' �' FOR LOCATIONS) _ _ ' #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4"x4"INSPECTION g • _ — #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL N � COMP. SOIL. COMPACTED TO — ' °' ( 36" MIN. LAP [36" MIN. LAP] ON ' CHAIRS " 8 114.18 " FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — T7�7 � 10" (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER v) AT GARAGE CONTRACTOR - D1557 ) 4„ rrrL � #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO OURB DUE TO s OP EARK"D� #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR �- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG _FIBERMESH s DECO FINISH 4" to 6" BELOW GRADE .,_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ , „ SCALE: 3/4' -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 .E SLAB INFORMATION. SLAB INFORMATION. `��, 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 s 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR - min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ BARRIER t 'r 2 ° a a v GRADE AT 24" O.C. MAX. SEE PLAN FOR " " " = " CONNECTION INFO A. COMP. SOIL. ° TTOP a ;0 — r NA OF BEAM " &LAYOUT DESIGN COMPACTED TO 95% — — ° _ (1) #5 RER w/OPT. c =—_MODIFIED a ° ° `�' c PROCTOR TI S E NCLOSURE (2) HTS20 FOR STRUCTURAL � — — — � ASTM D1557 ) r, _ -I I I I BEAM SIZE & r 4 . 3 (2) #5 REBAR CONT. 1'-4" (1 STORY) I 4„ CONNECTION INFO Cn 8 , ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) ) MIN. . 2x4P.T. 2x4 #2 SYP P.T. FRAMING w/ - 7/16PLA 7f1MIN „ O.S.B. SHEATHING SEE A/S3/J/S6 - 8 TYPICAL WALL SECTION rA_"� TYPICAL THICKENED SLAB EDGE rL O.S.B.. Z CH ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _w Q SCHEDULE OPTION #1 1/2" GYP. BD. x LUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o N CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 0,_0„ CONT, BEAD SEALANT °- " S3 SCALE: 3/4 =1-0 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND �� Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND •' 2X STUDS @ 24" O.C. U.N.O. :.. • . INTERIOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ °' ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS `- ..' • •' � GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS 4 Z 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- M CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. TO FOUNDATION PAD ' !6 ' ' r ; : • :: ' • .J. ' STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' • • M • ' ' • •. ' ' •' '' ' PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN C•3 _ .` •.. • ;. — - `� _ I _ — .� .< (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS 00 ? GRADE 4" •t;. _ — :.: I •*.: °Q TENSION 120#) CONCRETE SLAB _ > FILLED SOLID (SEE PLAN FOR 4 Lq o SIZE AND REINFORCEMENT) z o •,' ::` I ' •.' ::' WW OR FIBERMESH w w LU wz 1 + IMF r, i a ° BRICK PAVERS or SLAB PER $ p w = z • • • M 6 MIL VAPOR —_ „ 0-0 FIN. FLR. COMMUNITY SPECS " � "' SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 1,— , , , FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER — ( BEYOND 1' " (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) ..r, :. ::. PAD REINFORCEMENT—/3" (SEE SCHEDULE) MIN. CLEARANCE 1' 8" (2 STOR 1 ) V-8" 2 ST RY ( ) „ „ 4 4 ••y , : SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH ,�. SEE SCHEDULE GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS i INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING G12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE 3/4"- t'-e• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. a!r9 �y +ID ../ C2 d� > W •Q a t- o c m vM N � C7 CCS .a cas as ST1 � N C a:t:�� ., C° a c 4 CV 0 Z. 17 .% C �.z 6��+7id)Y,et�j� 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. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N .• VI L OQ u- LLi Lu M NM� u' d a J LL d _j Z _ o 103Z r Ct O C, t0 m 3 JLL Q W r° J z F4 6 z N Cl)Z U U) F- �' o C ❑❑❑ t W z � z Q $ - N U) L Q) 20 r� U N c � ra w I c m 0= O w Z uo n <° O U 3� VO Eas V pV z8 Co C � X ooa 2LLF z� C9 9_ fT J 99 ag o O �� J O rn M M 0 i T T N o 04 ^ -8J N Q ') 00 04 I— o L �. O LIL CV m M O CN N Lid d' Q E LO CO t o z E r m E c a 0 _ ¢ o JOB NO: 23-03653 SCALE : AS NOTED SHEET NO. S3 (MONO)