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• a N LO �o J 00 00 N TJ- C v 00 0 00 I N c v i C Q N 0 v a E v c c J t/A 0 v 0 UI 0 i 0 ti I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/$"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 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR „ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 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. @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/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-I (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN. GARAGE SIDE IF @ APPLICABLE. z - 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 NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & .ci SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w! (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH Cl) `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° A.F.F. OIL O.G. OR 5/8"x10' WEDGE ANCHOR @ 24"0 2„ x6W1.4xW1.4 C ) INCLUDE THE WALL ATTACHMENTS 2� 6x6W1.4xW1.4 CH MEN S D ° � TRUSS @ 24" O.C. U.N.O. e _ =III -I I �111= m D D �} I��I 4 ° ° e a ° ° ° ° ELEV.-0'-31/2" z WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) WI I I III I I I I III=1I I I L=, Il=I I=III=I D ° I I I=1=I I I ° ° d a a ° ° a d ° ° 4 °� 2x4 CONT. ° ° ° ° d A.F.F. p 12 METAL PL. UNDER EA. TRUSS III, —III III —I — '-' I I I I ° ° ° ° , . „4 / r „ „ 51/2 4 I I=III=III-I �I 1=III=I I �I I I=I I �I I �11=I i I I a o 1/2 (min.)- 4 -�I�- y_ (min.)- - I= (TYP.) VARIES MOISTURE BARRIER —I �I=I 1I - 11 i I I i I L III- ° ° I I° ° ° o ° a GARAGE DEPTH VARIES ° ° OD `' -' ° r 31/2 (min. - 4 � - . I- i OD „ „ _ 31/2 (min.) - 4 -I��-T y SHINGLE ROOF „ II I $ �� � _ T I � _ _ I ° ° ° ° ° d ° d ° g _ _ 1 I I 1� fly ll�f III 1Tf 10 INSUL ION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () - -III-T��-III- 2 #5 CONT, 4 1 4 '-'r' ' r 8r 2 #5 CONT. 'T ' "'- () 4„ 8" FRAMING SHEET FOR MI N. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEPrcC ` ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 � "= V_ � SHEAR WALL SCALE: 3/4 -1 0 S3 "= '_ SCALE: 3/4 -1 0 S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILINGBOARD EDGE ER CODE (OR 5/8" ALUMINUM FASCIA cON��N�UR�� GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 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" 0/C M�N�M�p s 8"x8"X16" KNOCK -OUT 6" N -OU LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT „ 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1U-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " TYPE 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 "SIMPSON SP1 (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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) _ ^ ARCHITECTURAL w/ (10)10d NAILS - T SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ¢ t- o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i1 _ END OF 2" x PLATE WWF OR FIBERMESH T E M „ 1x2 PT WD FURRING @ 24 O.C. FINISH NP ASSUMED FINISHED GRADE ci , p D D PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE � 40 MIN. Fy=40ksi 0 , D ° ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° D _ DFINISH GRADE O0 D' �, [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] _r m _ I I= o =I rT DCELLS(SEE U.N.O. FOOTING MONO SHOWN p ° o _ W,° I I —I I I — A4, 1x4 P.T. BASE NAILER FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY D D _ p p o ° o-1 ° III=III=1 _ _ °O 1=1=I I=1=I I 1=I 1=III=111=111= z 6 MIL VAPOR BARRIER I ° ° III - -_ T - I I I-1 _ z D I=�—"'= T #5 REINFORCING BAR #5 LAP SPLICE R 1 7/8 --r —I fi 1Tf—ITI 1111� I LTf- 4"x4" INSPECTION I=1 I==1=III=11= 2 — —I I II1I 2) #5 CONT. 3 1/4" BASEBOARD PORT AT EACH NOTE: BEARING WALL ° D D III= _ _ — - =- I =11=11 i- `„ I I ° . COMP. SOIL. (COMPACTED TO - D I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS g° 1.4" g" MIN, 2500 PSI CONC. SLAB FILLED CELL TYPICAL =III=III=III=III=III- W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ = =I =) _ _ -i = = -- _ ° i - -Tr I 95 /o MODIFIED PROCTOR ASTM I— I �- I I= =NIP � � 10" (TYP.) MIN PSI MAY VARY PER cf) AT GARAGE CONTRACTOR co _ _ _ _ _ _ III=11=11=1=1=1=11=11=1= =1 —111-111-111-111—I 1-111-111=I I1=111=1 I1=111-1 __ _ -_ I I 1= D1557) 4„ 11_4" III -III #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR cURBDUETOSLOPE -1 _1i i1(I 1 1-f III- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG "FIBERMESH" 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 - SLAB INFORMATION. SLAB INFORMATION. f ' L r —I - I o ° D I I'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 - � 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 D - = I t � I I= = z r- min.) 4 FOR TRUSS BARRIER D , C 4 `V ° a GRADE AT 24" O.C. MAX. Ak CONNECTION INFO COMP. SOIL. ° z - - - - i i i -III TOP OF BEAM & LAYOUT DESIGN ° =7 � °a (COMPACTED TO 95% - =I - I I= MODIFIED PROCTOR - - _ - ° _ _ - - —1 I I I -I I -I (1) #5 REBAR w/OPT. S RE ENCLOSURE HTS20 SEE ROOF PLAN FOR STRUCTURAL - - - - - a ° ° A L� r T co ASTM D1557) _ _ —I I L� I ��,-�; ' "— -III I I I I �I I III —III- ' " (2) BEAM SIZE & (- T � a 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) 14— I �� I I- CONNECTION INFO a Cl) - ' � 8 ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) STD. 90 HOOK (SEE DETAIL ) MIN. I � 2u4 P.T.— PLATE I 2x4 #2 SYP P.T. FRAMING w/ '� �'�` �,I 8 g 7rls" „ MIN 7/16 O.S.B. SHEATHING-4" SEE A/S3/J/S6 8 „ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °.s.s. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM " 1/2" FROM SLAB u' o w CONNECTION INFO. SLAB STEP &RECESS S.G.D. 1, CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND �- � ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • , " INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS 1 DRIVEWAY EXPANSION JOINT _ • a.' ,' 31/2" COLUMN TO PORCH SILL w/ 1/4 x3 TAPCONS AT 8" O.C. � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS _E . '„.° •" GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS r; �' ' M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS _ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. c TO FOUNDATION PAD 9, 4. `= ^ ' "''' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' _ Tf j=,T (� .. .. ` • �__I ` > -III I I :.. `_ I -� Iv I I - PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co oo Z GRADE a ° -( ) � 'a.•: 4" oo _I L- ~� •'.. e._ 00 TENSION 120#) CONCRETE SLAB -r�� FILLED SOLID (SEE PLAN FOR a_ ;d III-T1 7TITI ;' 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) c� 1=1 =11-1=1= fTI�I I I 111 4•a• •i '.• • . .a. ' •, ':% ^ - ,_ 0o WWF OR FIBERMESH "' z w �- w I-1- - ..w I —III LI1=1 I z 7.III _ E : �, - - _ , ' - ° BRICK PAVERS or SLAB PER o w (n _ p —III- a� - -- SEE A/S3 OR J/S6 I� IIIT SEE A/S3 OR J/S6 'I I II I ° 6 MIL VAPOR T= I r- - I- L l - - -_- - - _=1 0 -0 FIN. FLR.� COMMUNITY SPECS � ¢ _ =111-111—I 1=1 I 1=111=1 1 —; FOOTING _ I I I , , I I (III= �r -� 111—III—I 11=1 11=1 I I I I I=1 11=1 I, U „ FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER — -]��=_ I -� ( I -I I - -= I- BEYOND _� 1=1 1 1' " (1 STORY) / 1'4' (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) - -I _ '' :'; '• :'r PAD REINFORCEMENT 3" MIN CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 4" 4" •• .. '� SEE FOUNDATION cONO. PAD INFO. FOOTING WIDTH . SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTC. 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"= 1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. "o v �4.F 0 40 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. W FWco - f 11 Q O 0 8 N r# (A N m LL ® ��LLw ; d N vi � cvot Q � M JLL U- J LLJ LLa— Y d (Y 0 Z Lea �o o O w W r rn m ¢ ¢ d Z M Z a 0: D 0 N ZO U U W DOD V M z N M o0 z z n Q J — N N z 9 � o n V 0 w o cn �N U w .., i EE wigL 3 l U o' °! c `) ®ID o CID W ® M J i o ZZ < U_ zo z > <L C O wztt. Za oa F'— ry x go U a, U O 0Q CD N < Z w oo <o w W U.)cYoz _ U " m� o Z Cl) J m Q W 0 Z rn < oa Z g N Q a0 �W ¢o r� 7 ¢ 0 O w z< 0 U� C C:) 01 .y T Lo J ai � ^1 W ca 0 .! 0 0 00 N C Y p a �1 0 0 /I op O COOD N T 00 E N `N r z z E O d U J Q ru J JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. S3 (MONO) M®Il�ti�It�IllilAYRlI 'IAA'( f�ll�'. ifl