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--Ilk. 4 AJ 41 -1- L .11 �ILOIIJ =,IL=. -j- IL 1, -&L. !1 <br />C14 <br />CID <br />C) <br />t2 <br />t2 <br />I <br />t2 <br />04 <br />rn <br />t2 <br />19 <br />:Q <br />CID <br />CD <br />�2 <br />t2 <br />t2 <br />0 <br />C14 <br />CD <br />f,4 <br />E <br />E <br />0 <br />a_ <br />9 <br />C14 <br />C14 <br />:4�- <br />12 <br />VARIES <br />INSU <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 <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTALJ <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) -\ <br />16d TOENAILS T & B <br />V <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-O"(R302.11) <br />2� <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE - <br />1/4" DIA X 3 1/4" TAPCONS @ 24- O/C <br />HURRICANE ANCHOR @ EACH <br />@ 6" Mj�� FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />4q4lp <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />SHINGLE ROOF, SHINGLES TO <br />A v <br />BE IN ACCORDANCE wl ASTM <br />I> <br />......... ......... <br />D7158-CLASS G or H, or ASTM <br />A <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />84 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG <br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-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 W1 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />1x2 PT WD FURRING @ 24" O.C.-/ HF <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS(SEE <br />FOUNDATION PLAN <br />7 <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4N4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONIC. SLAB <br />cn 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 W1 6X6 <br />LT /-NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E <br />00 <br />Cl) <br />2 <br />ly <br />6 MIL VAPOR,/ <br />BARRIER <br />04 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR 2 <br />ASTM D1557) <br />R. <br />(2) #5 REBAR CONT.---/ <br />ON 3" CHAIRS TYP. 1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. 4" V-8" (2 ST M <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />OPT: DEPRESS SLAB 5)/2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB O.H.D. RECESS <br />PAVERS� <br />4. <br />4" <br />Knr� <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1 'f4" (1 STOR) I / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) <br />1-18" (2 STOR ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 1 Od NAILS <br />TYP. <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ I IPI IFT ONLY <br />8"x8"xl 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />Cl) <br />2x4 CONT: <br />I <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />-7VAr- -VAr- <br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR V8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2"HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR V8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(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 />SHEATHING REQ'D. FOR ALL x BLOCKING HORi2ONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12"TITEN HD @ 24" <br />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 <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS <br />5/8" x 10" "J" BOLT @ 24" 0 ' C W/ IF NOTED, THIS REFERS TO THE <br />7*0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. V-0" OIL (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1 4xW1.4 <br />@ 24" O.C.) 211 F OR FIBERMESH ATTACHMENTS /211 WWF OR FIBERMESH <br />z 31/2" MIN. 31/2" MIN. <br />ELEV. 4-3 1/2" LW` <br />A.F.F. <br />1/2"(min.) 1/2" min. - 4" <br />04 <br />p <br />IT <br />(2) #5 CONT <br />4" OV-411 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP @ SHEARWALL rc <br />S3 "SHEAR WALL" SCALE: 3/4"=V-0" QS 3 <br />pos <br />r(3 1/2"(min 4" <br />(2) #5 CONT. <br />U.N.O. <br />TYPICAL BEARING WALL @ STEP Aft <br />SCALE: 314"=1'-0" � S3 <br />1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2xS.P.F.ST DS 16"O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />44 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS@ 16" O/C <br />Ir <br />INSULATION PER FBC AND ENERGY <br />-0 <br />2x BLOCKING HORIZONTALLY@ <br />8" C * M ' U ' <br />FORM SUBMITTED WITH PERMIT <br />INTERVALS NOT EXCEEDING <br />1"xP.T.STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />: <br />1 V-101" (R302.1 1) <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE S ECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />C\I <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />"J" <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2­X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, <br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />5/8"x6" BOLTS BOLT <br />24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />-.4 <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20' MIN. LAP [24' MIN. LAP] <br />#5 REINFORCING <br />x <br />x <br />SPACE ANCHOR <br />R <br />3500#, MIN. TENSION 2600#) <br />SPACED EVENLY <br />FIBERMESH <br />/< <br />BAR <br />-I <br />FROM <br />BOLTS 6" MAX FROM <br />6x6W1 4xW1.4 <br />z <br />C14 <br />2x P.T. P LATE <br />WEEP SCREED INSTALLED <br />X Ax 11-1 <br />9 <br />LU <br />I AT <br />END OF 2" x PLATE <br />WWF OR FIBERMESH <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />N"-#3 OR #4 REINFORCING BAR <br />1< <br />0 <br />LLI <br />C <br />Cn <br />GRADE <br />2� <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIW F;= 40ksi <br />x -i <br />U) <br />A <br />96' <br />Cl) <br />A <br />VJ <br />FINISH GRADE 00 <br />2 <br />25' MIN. LAP [30- MIN. LAP] <br />Y� Oks,, <br />[GRADE 60 M IN. Fy= 60ksil <br />N. F 6� <br />X <br />m <br />9 <br />;0 <br />6 MIL VAPOR BARRIERF <br />;0 <br />- - �994 'Qaa� <br />/< <br />R 17/8" �/ <br />X <br />X Lij <br />uj <br />Cn <br />K <br />#5 REINFORCING BAR <br />x <br />x <br />.01 .=M.� <br />Cv <br />m <br />#5 LAP SPLICE <br />x <br />1) 44r, PnKIT� <br />owl <br />E- <br />C14 COMP. SOIL. (COMPACTED TO <br />-1 95% MODIFIED PROCTOR AS;TM <br />D1557) <br />41' <br />FRAME WALL TO C.M.U. WALL C ! ONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" � �S3 <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4"--\ <br />GRADE <br />�7j(l) #5 REBAR w/ OPT. <br />T -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=1'-0" � S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 <br />D.RECESS <br />O.H. <br />C1) <br />A <br />co <br />0? <br />4 <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STC RY) <br />V-8" (2 S RY) <br />GARAGE DOOR SLAB RECESS rj-"� <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />01-01, CONT. BEAD SEALM <br />A INTERIOR <br />.4 <br />4 -31/2" <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 />0? <br />E <br />lc� �1�1 <br />ce) 6MILVAPOR <br />BARRIER <br />36' MIN. LAP [36- MIN. LAP] ON 3" CHAIRS 8" V-4" 8" <br />-i, = 10" (TYP.) <br />�'i"% 1- 1­ 1z­ 7.- <br />REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE REBAR DETAILS TYPICAL INTERIOR BEARING <br />E WALL w/ UPLIFT <br />SCALE: N.T.S. SCALE: 3/4"=V-101" <br />SEE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. 4 <br />CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />TOP OF BEAM <br />A A <br />A <br />SEE ROOF PLAN A q A <br />(2) HTS20 FOR STRUCTURAL <br />C,4 <br />BEAM SIZE & TE - A <br />CONNECTION INFO <br />P T- <br />TE 2x4 #2 SYP P.T. FRAMING wl <br />/-711S6". MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8-1 <br />0 z ATTACHED PER NAILING FOR REINF. INFO. <br />cl) 0 SCHEDULE OPTION #1 <br />LU I. - <br />COLUMN LOCATION er * SEE TYP. WALL SECTION FOR ADDITIONAL <br />§ SEE PLAN FOR STRUCTURAL SLAB INFORMATION <br />LU <br />COLUMN SIZE AND BASE <br />rm <br />ES <br />LU <br />LU <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />(a) S.G.D. <br />U) <br />SCALE: 3/4"=V-0" � �3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />COLUMN TO PORCH SILL <br />w/ 1/4"x3"TAPCONS AT 8" <br />O.C. <br />MASONRY WALL AND <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />1/2" GYPSUM WALLBOARD U.N.O. <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />EXTEND FILL CELLS ci <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD 92 <br />---- <br />INSULATION PER CHART <br />z <br />o <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />,2" ON FLOOR PLAN <br />LU <br />SIZE VARIES PER PLAN <br />C13 <br />00 GRADE <br />E <br />CONT. BEAD SEALANT <br />Cr <br />* <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />I <br />6 x 6 W1.4 x W1.4 <br />:ji <br />Lu <br />SIZE AND REINFORCEMENT) <br />UJI <br />0 -.1 <br />WW F OR FIBERMESH c, <br />LU <br />9 LU :3 <br />0 <br />LU <br />UJI <br />-A A <br />0'-0" FIN. FLR. <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />8 LLI <br />0 0 Cl) LU <br />= <br />U- 0 <br />Un) <br />z <br />;2� < <br />M1 f = <br />N--FOOTING <br />-uJ-j <br />0 <br />14" 14" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE: 3/4"=V-0" S, <br />I" <br />tstyul'111 <br />PAD REINFORCEMENT—/ 3" MIN. CLEARANCE <br />(SEE SCHEDULE) L <br />DATION <br />4, FOOTING WIDTH <br />INFO. <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />TAPEREDCOLUMNFR MING(CD12 <br />SCALE: 314- V-0" \�� SCALE: N.T.S. <br />C; <br />I (P <br />C=1 <br />r 1- 12: <br />C;6 &- CM <br />CL C, <br />go C-4 <br />10 <br />'n "12 C2 <br />to <br />.5 'm <br />C. 14 <br />co 'm <br />CC <br />CC <br />CL. <br />Co 0 <br />Lj <br />Cl> <br />C14 <br />C=� <br />C14 <br />C14 <br />LE <br />0 E N <br />rj <br />C,j <br />No PE787 <br />CC <br />�3 STATE <br />OF :44, <br />A, <br />*.. 4 0 <br />% <br />/ON A <br />11"11111"114 <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 />Residenfial 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />1- <br />8 E 53 C'i <br />CD m <br />0 <br />0 04 <br />04 Cr-1 <br />% <br />U- L� <br />04 Q (L LU <br />C <br />_,,, '! u <br />LL <br />tj <br />cc <br />_j LL z <br />5, 0 <br />- Z; 0 :) <br />z <br />i g <br />8- R t 00 <br />m Lu <br />W <br />I <br />OM 0) Y, z <br />z <br />IL <br />IL <br />L0 z (0) XLU <br />C0 <br />z <br />04 <br />< o (n P <br />od clor <br />W <br />Cl) <br />F. <br />4-1 <br />C-13 - <br />Lij <br />0 <br />LLJ <br />In <br />C-4 <br />V) <br />as <br />U <br />L" <br />E <br />(-) 0 <br />Q0 <br />CS <br />z< <br />z <br />14 <br />U- <br />CCF E <br />0 <br />E <br />z- <br />uj z <br />Z <br />0 <br />9 <br />CL <br />8 E <br /><1 <br />m 0. <br />W x <br />00 <br />z <br />'0 <br />� z <br />w Z <br />C/3 <br />� < <br />A <br />.0 <br />z <br />z <br />15 <br />zo <br />U.) <br />0, <br />z <br />< <br />�-2 <br />0 <br />W <br />I <br />0 <br />goo <br />C14 <br />0 <br />C�j <br />Cn <br />CO <br />LO <br />:3 <br />Cr <br />C:) <br />00 <br />*-a <br />C14 <br />00 <br />LO <br />04 <br />0 <br />C=) <br />m <br />< CD <br />04 <br />-- <br />Lo <br />41t <br />N- <br />E <br />m <br />C14 <br />1- <br />0 <br />0 <br />z <br />E <br />m <br />0- <br />E <br />0 0 <br />0 <br />'a <br />< <br />JOB <br />NO: 23-13125-13130 <br />SCALE : <br />AS NOTED <br />SHEEFNO. <br />S3 <br />(MONO) <br />