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-a <br />J <br />I <br />CO <br />i <br />M <br />M <br />(O <br />0 <br />c� <br />0 <br />LO <br />N <br />J <br />C> <br />0 <br />I <br />N <br />0 <br />c� <br />a <br />H <br />a <br />N <br />N <br />i <br />C <br />F2 <br />E <br />0 <br />0 <br />i <br />a <br />0 <br />v <br />U <br />J <br />1GJ <br />1.L <br />N <br />0 <br />0 <br />0 <br />N <br />N <br />in <br />W <br />m <br />v <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) VARIES <br />INS <br />5/8" OR 1/2" HIGH—� <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS I <br />INSULATION PER ---� <br />CHART ON FLOOR / <br />PLAN <br />1x2 P.T. HORIZONTAL—// <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />5/8"OR 1/2" HIGH STRENGTH - ` `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH SLTRENG—� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GY@ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE WiA HABM SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <br />V 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. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N,O, <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10--0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2" 016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR <br />PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN <br />3/8 MORTAR BETWEEN <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" <br />HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE „o „ , SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS <br />@ - - 5/8 x 10 ' J" BOLT @ 24' O.C. W/ IF NOTED, THIS REFERS TO THE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />METAL PL. UNDER EA. TRUSS 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 <br />MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />° ° �a 24" O.C.) 2„ ATTACHMENTS " 6x6W1.4xW1.4 <br />CHMENTS 2 <br />SHINGLE ROOF, SHINGLES TO-�T�-� .' a . ° _ O @ •) WWF OR FIBERMESH WWF OR FIBERMESH <br />BE IN ACCORDANCE w/ ASTM =III=L-1—I m ° I —I 11=1 I I=1 I� 9 z 31/2" MIN. 31/2" MIN. <br />=11J—III—III I fl I I I1=1I1-11I— ELEV. -0-3 1/2 <br />D7158-CLASS G or H, or ASTM I=1�=III=I o • <br />D3161-CLASS F, IN I I r I 1=I ° <br />ACCORDANCE w/ TABLE <br />R905.2,6.1, FLORIDA BUILDING —III III —III —III —III 1 I MI I <br />CODE 7TH EDITION (2020) 111 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />FYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.—/ <br />1/2" GYPSUM WALLBOARD <br />U.N,O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />a NOTE: EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH"O <br />- DEC FINISH 4" to 6" <br />BELOW GRADE <br />E= <br />L <br />00 <br />co <br />D <br />6 MIL VAPOR -/ <br />BARRIER .=II <br />COMP. SOIL. =1 I I I— <br />N <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR I I I I <br />ASTM D1557) <br />MIN. CLR. <br />(2) #5 REBAR CONT._/3" <br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. 4" 1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />53 <br />OPT: DEPRESS SLAB 5%" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />SEE A/S3 OR J/S6 Ill I I I I i I, 11 IT <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR) ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x4 CONT. A.F.F. p <br />L. N _ — . — ° ° ° ° _. �— 31 /2"(min.)- 4" _ — 11.." <br />_ TT_ 00 TTT— <br />GARAGE DEPTH VARIES 31/2"(min.)- 4" 1 11 �' —I 1 lL 31/2"(min,) - 4" a — <br />.' ,T <br />�,. I , � I I ��- � �L �I � � �t � I I1 � ��� •�1Tf <br />(2) #5 CONT. 4" V-4„ 8" (2) #5 CONT. 4„ <br />U.N.O. MIN. U.N.O. MIN. <br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL (ch STEP ) SHEARWALL C TYPICAL BEARING WALL @ STEP I CC <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10) 10d NAILS _ <br />2x P.T. PLATE <br />TYP."' <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />_ O0 <br />NOTE: <br />- <br />*FOR <br />FOR BEARING WALL <br />- - - <br />- T- <br />W/ UPLIFT ONLY <br />- <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4 <br />GRADE <br />00 <br />_ _ •a _ ICI—I�h^I�1-1�.1 <br />—_ 144114 -(1) #5 REBAR w/ OPT. <br />11ill 11 <br />= I t 11= 11=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS 2 d <br />M III —,L[- • � � !.I � a , 4 4 • III=1 I •�" <br />i� I I II Ir l <br />III III <br />SEE A/S3 0R JIS6 J -I I l l I l li �l l I It l �r <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S, QS3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />"SHEAR WALL" <br />SCALE: 3/4"=T-0" <br />PG5' �\�O9EG�R� <br />M <br />SCALE:3/4"=V-0" S3 <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�os <br />INSULATION PER FBC AND ENERGY �co�,_\0 <br />� 2x BLOCKING HORIZONTALLY@ <br />FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING <br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1Y-0" (R302.11) <br />INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR <br />10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE <br />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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. <br />3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS <br />PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 IFMIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) <br />2X PT PLATE #5 REINFORCING <br />FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ <br />WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU ° ° <br />GRADE 40 MIN. Fy= 40ksi a A D <br />_N z_ #3 & #4 LAP SPLICE <br />° ° .pJ FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] a -�_� re ° °" (—���� o <br />co ---I °. - 25" MIN. LAP [30"MIN. LAP] gT—'- <br />w — L <br />6 MIL VAPOR BARRIER — i I I ° ° =1� = I1=_ 00 <br />I I�—III— r #5 REINFORCING BAR R 1 7/8 I =- = <br />—I Mk I I I <br />° ITI=1 I1=1 I1=f1-1=f #5 LAP SPLICE (2) #5 CONT. Tf_I—=Tim Ii— <br />i I ( ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS $„ 8„ <br />COMP. SOIL. (COMPACTED TO ) <br />95% MODIFIED PROCTOR ASTM �_ "— 1 I'_TTEl. I I=1 I 10" (TYP.) <br />t I <br />Tl�f 11 111=T 17 <br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=1'-0" S3 <br />SCALE: N.T.S. S3 <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />SEE PLAN <br />x 6 W1.4 x W1.4" RECESS FOR <br />1 1/26 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. , CONNECTION INFO <br />ryN ° <br />SEE PLAN FOR x <br />& LAYOUT DESIGN <br />r, � <br />a <br />TOP OF BEAM <br />SEE ROOF PLAN <br />HTS20 FOR STRUCTURALT <br />° ° Q . °T�I7 <br />(2) <br />BEAM SIZE & <br />rTU. a' a <br />CONNECTION INFO <br />8 <br />P.T. 2x 1/2" GYP, BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-01, CONT. BEAD SEALAN <br />INTERIOR <br />4+ <br />v' <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />e <br />0004 <br />- <br />r—III— <br />Cl) 61 VAPOR �— <br />III— <br />BARRIER <br />M • • - <br />2x4 #2 SYP P.T. FRAMING w/ <br />=I I ITTl1=T f I <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 8" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />c <br />j <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />C <br />co <br />E <br />LLI <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />to <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />� MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />GARAGE <br />COLUMN TO PORCH SILL <br />� <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD - <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. Q ' <br />ON FLOOR PLAN <br />- <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />w_ <br />Q <br />> <br />w <br />w/ MIN. (2) #5 VERTICALS <br />- z <br />oo Z <br />GRADE <br />? <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />- <br />w <br />SIZE AND REINFORCEMENT) <br />co <br />�- WWF OR FIBERMESH M <br />n~ w <br />_ v <br />14�a' <br />a <br />BRICK PAVERS or SLAB PER <br />w <br />Owv�= <br />0 0 0 <br />z <br />z Q <br />t— I t—� = �— — <br />U-0" FIN. FLR.� <br />COMMUNITY SPECS <br />" <br />" — IM <br />- <br />w <br />\\\\\ <br />ION <br />INTERIOR WALL SLAB STEP •TAPERE • ., INGrU� <br />OOTING - <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. �S3 <br />en <br />to <br />a w <br />CP <br />CID 04 <br />to = I- <br />In <br />39 :. <br />CM <br />O <br />N <br />�� <br />� <br />GA l E Z 7 5 0lo <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />MI <br />E $ N <br />O M *- <br />O N m <br />v Y <br />0 c" r° ** r <br />Hi �mv� LL d Lu <br />J Ll N Z <br />4 t9 Z3.o <br />o <br />F L c v O ❑ <br />yZ_y <br />W �'��(o couj Q <br />:1<< ' w (n��°' a K Z <br />Z co 00 w <br />Z <br />en N M L) I=- <br />V U <br />O ❑❑❑ <br />N O <br />c,o <br />c(% <br />�J J <br />N z <br />a-1 <br />0 0 <br />L_u o <br />N N <br />a•-- — E <br />I <br />w N <br />Qo <br />o <br />M <br />p <br />Q <br />w� <br />zo <br />z® <br />O <br />o� <br />wz <br />oa <br />o <br />o o <br />Q E <br />a <br />F- <br />g <br /><omo <br />�ro <br />c <br />�� <br />aI <br />�z <br />o° <br />m J <br />Nm <br />¢ " <br />aw <br />z <br />3 <br />0� <br />o <br />go <br />c� d7 <br />2§ <br />az <br />ow <br />I <br />oz3 <br />J <br />o <br />a <br />w� <br />;o <br />v <br />a <br />oo <br />zla <br />3 <br />> L <br />J <br />0 <br />0 <br />N o <br />LO <br />0N <br />M <br />L ^ J <br />+-+ 0 <br />� <br />LL <br />O <br />M <br />r� <br />0 <br />co <br />N <br />T <br />00 <br />LO <br />It <br />o <br />z <br />z <br />3 O <br />(4 <br />@ <br />E :: <br />U <br />c <br />IL <br />¢ p <br />JOB <br />NO: 23-03651 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />.- II- _. _..— ---,- - - - ---_. — - ---- -- I I I -.T1 I . I _1 1,. ;J I- 1 ., _.. II-- IF I 11 1 - 1 1 -1 c <br />