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V <br />e <br />rn <br />0 <br />3 <br />cm <br />J <br />0 <br />N <br />N <br />0 <br />1.E <br />91 <br />C <br />ti <br />0 <br />i <br />a <br />0 <br />N <br />N <br />tz <br />LO <br />N <br />Q <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 />VARIES <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" 11) <br />'FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />.PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />6 x 6 W1.4 x W1.4 N <br />WWF OR FIBERMESH <br />MOISTURE BARRIER o ° <br />-SHINGLE ROOF, SHINGLES TO n a . <br />BE IN ACCORDANCE W ASTM <br />D7158-CLASS G or H, or ASTM I p <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING — <br />CODE 7TH EDITION (2020) 8 <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"=V-0" S3 <br />I <br />5/8" 1/2"HIGH <br />OR <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />12" N•0. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "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 />411x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />cn <br />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/ Ia <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />tv <br />° 1. <br />° t. <br />.1 z <br />C; <br />[ <br />6 MIL VAPOR <br />> <br />�- <br />BARRIER <br />; p It-1 <br />_z <br />COMP. SOIL. <br />ff <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION A <br />SCALE: 3/4" = V-0" 13 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />5/8"OR 1/2" HIGH STRENGTH \ <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD <br />5/810 x 10" "J" BOLT @ 24" O.C. W/ <br />2"04/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />OIL <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 21' <br />ELEV. -0'-31/2" z 31/2" MIN. <br />- 1 o ° A.F.F. u <br />2x4 CONT. LL <br />o <br />I . L N 0100 <br />° <br />4 11 „ <br />� I <br />GARAGE SLAB AT STEP B <br />SCALE: 3/4"=V-0" S3 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />-]\/"r <br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />1/2"HIGH <br />\—TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />5/8"OR STRENGTH <br />5 <br />(U.N.O.) (OR „ „ GYP. TYPE X„ @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILS <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°4/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />(ALT:1/2"x12" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />NSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)11 NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL / <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS 21f <br />WWF OR FIBERMESH <br />31/2"MIN.\/ <br />1/2"(min. )-4" <br />o <br />min .)-4" <br />_ <br />° •1/2"( <br />�11=?:lclll�11�11�11,=III�l1= Ali=��1-�IlC" =11`=11"CZ11 1= <br />(2) #5 CONT. 4„ V-4" 8" (2) #5 CONT. 4" '-4 8.1 <br />U.N.O. MIN. U.N.O. <br />TYPICAL BEARING WALL an STEP Ca SHEARWALL C TYPICAL BEARING WALL @ STEP CC <br />"SHEAR WALL" <br />SCALE:3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 <br />cam' <br />S��GS� <br />ems• <br />LOAD BEARING OR <br />EXTERIOR WALL <br />2x STUD <br />8" C.M.U. <br />1"x P.T. STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />,o M�NN�o S <br />/' <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />- <br />1U0" (R302.11) <br />SEE CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />"SIMPSON SP1 <br />5/8" x 6" EPDXY BOLT OR <br />(6)1!4"x31/4" TAPCONS <br />SPACED EVENLY <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />FIBERMESH <br />W/ (10)10d NAILS 2x P.T. PLATE WEEP SCREED INSTALLED BAR <br />TYP' c PER MFR INSTRUCTIONS <br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR <br />t = GRADE c t - ° ° Z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40 <br />Z M o FINISH GRADE O0 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksiJ <br />MONO OR STEMWALL o [ <br />FOOTING MONO SHOWN <br />FOR CLARITY °O 6 MIL VAPOR BARRIER e ° .' °°ex <br />#5 REINFORCING BAR R 1 7/8" <br />CN <br />NOTE: - - <br />"III -III �I =III- (V e <br />___, I___ - r COMP. SOIL. COMPACTED TO <br />FOR BEARING WALL = , I I � - o ( <br />W/ UPLIFT ONLY _ = —_' � 95 /o MODIFIED PROCTOR ASTM <br />- _ l D1557) 4 1-4 <br />111 1 III III. !I I'. III ill �- n r n <br />1 =III !-111 l -!-III�11 <br />1 <br />T7 <br />I <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />a ° ° ' <br />00 a <br />SCALE: 3/4"=V-0" <br />••1 <br />=11`•"1 llou " 1 <br />MIN. <br />TYPICAL THICKENED SLAB EDGE r-L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND BLOCK WALL BEYOND <br />EXPANSION JOINT <br />O.H.D. RECESS Zt z 13 O.H.D. RECESS <br />. 4" �'. <br />..:•. .4" <br />II '.•w :: ': Ih <br />SEE A/S3 OR J/S6IT iiUg <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' " (2 STOR <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6 —"-- <br />FOR REINF. INFO. I j 13"MIN. CLEARANCE <br />1'4" (1 ST RY) <br />V-8" (2 STC RY) <br />-------------- <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALA� <br />•` <br />;. INTERIOR <br />° -31 <br />... . <br />,. <br />.0 = v, r <br />N !6 <br />CONCRETE NAILS W 1 1/2 <br />J EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 121 CONCRETE <br />m <br />°Q c <br />E <br />N_ 4 <br />M 6 MIL VAPOR <br />BARRIER <br />—2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />a 1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />--INSULATION PER CHART <br />ON FLOOR PLAN <br />i CONT. BEAD SEALANT <br />6x6W1.4xW1.4 C, ' <br />WWF OR FIBERMESH <br />A' I <br />4" j 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" ��S3 <br />ME <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />v t+ <br />CL 0 . <br />LU -r r D ° <br />-1T1- - <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />v t+ <br />CL 0 . <br />LU -r r D ° <br />-1T1- - <br />REBAR DETAILS rF <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. " <br />" CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />r <br />BEAM SIZE & <br />CONNECTION INFO <br />$ D 4 P.T. <br />PLATE <br />7/16" <br />O.S.B. <br />COLUMN LOCATION <br />T T <br />1 <br />1 <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />0= <br />j <br />Q <br />J <br />SEE PLAN FOR STRUCTURAL <br />W <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. B M. PLA E <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />SIZE VARIES PER PLAN <br />Fr <br />j <br />w/ MIN. (2) #5 VERTICALS <br />> <br />FILLED SOLID (SEE PLAN FOR <br />w <br />SIZE AND REINFORCEMENT) <br />W <br />to <br />BRICK PAVERS or B PER <br />0' IF <br />/ COMMUNITY SPECS <br />LR.rj <br />IV <br />-------------- <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" 11) <br />1/2" GYP, WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W! 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 261 <br />6x6W1.4xW1.4 N C _ <br />WWF OR FIBERMESH—, E{—d <br />0 17- <br />�11�11� <br />-11!L11II`�W 11"11. <br />_ <br />(2) #5 CONT. I -itj I r <br />ON 3" CHAIRS <br />8" 1._4n $n <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT <br />G <br />SCALE: 3/4"=1'-0" S3 <br />VARIES <br />1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� I WWF OR FIBERMESH <br />SEE A1S3/J/S6 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS an S.G.D. <br />SCALE:3/4"=V-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL 2 <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E `v <br />MAT REINFORCING. <br />CONT. FOOTING STEEL r ' <br />00 GRAD <br />LU <br />a <br />Z = M =III 1_ II W <br />O w ai w z <br />0 01 - -__ - - Z_ Q <br />U. <br />rJ I. `'I <br />=—_i I' FOOTING v <br />3I =1 .=1 BEYOND <br />- 11 _III ---III-_ <br />PAD REINFORCEMENT =! ! - <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: N.T.S. S3 <br />N <br />N <br />cv <br />N <br />' W <br />1i+ IZ r— <br />M <br />m ;� <br />N N <br />g <br />z d <br />o d -d � <br />d <br />� r-= <br />as <br />CCto <br />0 <br />'1iJ,vsl/Ppe. <br />- `` <br />4 <br />�r�'!°Slit/IE&iit1` <br />vjN*' <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedrications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />w aE <br />V N41 N t7h <br />r <br />(a <br />N <br />C,LL <br />0 ej <br />C J W <br />�Q <br />V �ILLL a <br />Z� a <br />L20 <br />W '0 0 <br />°' <br />W rn °' m W <br />Z Z?S N Z a k <br />CL <br />ZN O U 0 <br />W OO <br />0 <br />z � <br />z <br />J <br />d � <br />z <br />C1 <br />QJ U <br />�4_ <br />N LL <br />•U a <br />Or„ <br />YZ <br />as L_U <br />E <br />c <br />G <br />a <br />W <br />M <br />o <br />" <br />E o <br />_2 <br />�O <br />Co v Co 6 <br />t <br />w <br /><= <br />X V <br />U <br />U <br />W <br />o E <br />O <br />N <br />�8 <br />Qi <br />a� <br />dz <br />L <br />¢¢o <br /><O <br />¢� <br />.i <br />ate•• <br />r0 <br />N ♦_ <br />�� <br />2U <br />0 <br />o� <br />ZH <br />z <br />J <br />i7,� <br />�w <br />a g <br />Z Z <br />ao <br />W <br />Q <br />U 3 <br />z9 <br />�o <br />Y <br />NW <br />�G <br />o <br />�W <br />< <br />�~ <br />>� <br />co <br />� <br />1 ¢w <br />¢ <br />ZI6 <br />$ t <br />U <br />In <br />J <br />,� <br />'^ <br />�/ <br />Lid <br />m <br />Q <br />r? <br />HCf <br />CD <br />Cr C)Ch <br />C)/�/� <br />ti.6A <br />In <br />L0 <br />¢I <br />4-0 <br />O 04 <br />o <br />Nt <br />N <br />L0 <br />T <br />L <br />r <br />CD <br />M <br />C <br />T <br />d <br />U J Q <br />J <br />JOB <br />NO : 22-06469 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />