Laserfiche WebLink
a <br />cn <br />r') <br />Ln <br />12 <br />Cr <br />0 <br />J <br />r'M <br />a <br />N <br />M <br />0 <br />J <br />!:2 <br />ul <br />02 <br />ul <br />C <br />N <br />a <br />v <br />1.E <br />S <br />5 <br />1 <br />t- <br />0 <br />0 <br />Ul <br />Ur/9 <br />N <br />i <br />a <br />0 <br />U <br />J <br />2 <br />L= <br />15 <br />a <br />N <br />S <br />a <br />m <br />cn <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 />P') VARIES <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. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />v 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER e <br />SHINGLE ROOF, SHINGLES TO A . <br />p p. I11 111 o <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTMD3161-CLASS <br />Mel <br />F, IN <br />ACCORDANCE w/ TABLE <br />_� <br />-I (� <br />I -�P <br />R905.2.6.1, FLORIDA BUILDING <br />I <br />ff <br />CODE 7TH EDITION (2020) <br />I <br />I I l l <br />RESIDENTIAL <br />8" <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <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 />TYPE "S" MORTAR <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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />ce) <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/ 6X6 <br />0- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />v <br />N <br />L <br />A P A p <br />002 <br />I <br />M � <br />- <br />t. <br />0? <br />6 MIL VAPOR <br />> <br />z <br />BARRIER <br />; ° r 1 <br />2 <br />COMP. SOIL. <br />A <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 <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND - <br />4 <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" <br />O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1 "x P.T. STU D <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 GGlS3) <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 />.. <br />00 <br />- <br />--iil III,,-1� 'I <br />_• <br />NOTE: <br />= II -Friit <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />III III — I IIII III- —III IIf III III - . <br />_ik <br />WALL CONNECTION <br />FRAME WALL TO C.M.U.D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />v A A ' <br />co v <br />TYPICAL THICKENED <br />SCALE:3/4"=V-0" S3 <br />v GRADE <br />v _ I II 11 T z <br />(1) #5 REBAR w/OPT. <br />I I I GREEN ENCLOSURE <br />MIN. <br />EDGE rL <br />SCALE:3/4"=V-0" S3 <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT <br />^ <br />CONCRETE SLAB <br />14' <br />13 <br />PAVERS <br />O.H.D. RECESS �T z <br />O.H.D. RECESS E v <br />' <br />N <br />T <br />. • • r <br />N a. •':• '. <br />• w Cl) <br />• <br />Cl) <br />.. <br />OP <br />._ <br />I..' <br />:: I I III• <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (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 />SEE A/S3 OR J/S6-� -114 <br />1 I„ I 11 I I r <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS J <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 />7Pr <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 />TOP PLATE <br />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 <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB &BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ -1 <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />A.F.F.\qr <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />ELEV. 4-3 1/2" h0 <br />�31/2" MIN. <br />CO <br />T A' <br />�r <br />,Vr <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH — <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />s " „ „ <br />(U.N.O.) (OR / GYP. TYPE X @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <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 />(12)10d NAILS <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°016" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />4NSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. / <br />11^;�1 �Ij=`III.'�11�11�11.=11 I�11 t1� ' <br />• <br />fit <br />1 <br />1/2"(min.)- 4" <br />Goy,,. w <br />QGS• <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />�MJo s <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />INTERVALS NOT EXCEEDING <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />11G �� �� „ �� 11G " <br />5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <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 />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />c <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. 740kssillz #3 & #4 LAP SPLICE <br />°FINISH <br />ch o • <br />GRADE <br />[GRADE 60 MIN. F <br />25" MIN. LAP [30" MIN. LAP] <br />6 MIL VAPOR BARRIER ° n ' ° <br />- A. <br />O0 <br />r <br />R 1 7/8" <br />#5 REINFORCING BAR <br />r 2 <br />#5 LAP SPLICE <br />• • • • III �, � ��,�I'�11,C <br />�11�11�11�11'�,I '�11�11� <br />ll��ll�ll�ll�� �1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />• . INTERIOR <br />A. a. -31 <br />.' •. <br />7. <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 />.m e <br />c <br />NiNqggm <br />Cl) 6 MIL VAPOR IS <br />BARRIER <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=V-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />:"-1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />-E v <br />6x6fflAxW1.4 N <br />WWF OR FIBERMESH ) <br />K <br />S3 <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10)10d NAILS <br />/2x P.T. BOTTOM PLATE <br />/6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />1/2"(min.)- 4" <br />- It�ll=�►.. �>f-1L='ILA <br />11 �II�II l�'!11�71B�S11�•'!11 1I �II�I <br />�11=�'11='t1.=1L?1L=11 <br />• <br />II fflR- Il=Il, 11,= <br />� CC <br />SCALE:3/4"=1'-0° S3 <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 />U <br />A . <br />a r. <br />LU <br />g �Tj . • ° <br />-rr 11l D . A <br />(2) #5 CONT. ICJ <br />ON 3"CHAIRS <br />811 lf�ll <br />(TYP-) <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <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 2600#) <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH M € <br />A D • -rtl- <br />8" <br />■15—as <br />?!11��11��11��;H <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS rF WALL w/ UPLIFT G <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" <br />S3 <br />A IES <br />SEE PLAN 1 1/2" 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. " ; CONNECTION INFO <br />SEE PLAN FOR • <br />TOP OF BEAM & LAYOUT DESIGN <br />v C14 'Cr <br />' <br />SEE ROOF PLAN - - < A a , - <br />(2) HTS20 FOR STRUCTURAL t <br />BEAM SIZE & - <br />CONNECTION INFO r- <br />2x4 P.T. <br />PLATE <br />7/16' <br />O.S.B. <br />COLUMN LOCATION <br />2x4 #2 SYP P.T. FRAMING w/ <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. OPTION #� <br />w <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />J <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />Lu <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=V-0" S3 <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />-°� <br />AT 8" O.C. <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDAT ON PAD 9 !6 <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. Q ' <br />(0SIZE <br />VARIES PER PLAN <br />Q <br />> <br />WI <br />w/ MIN. (2) #5 VERTICALS <br />eo z GRAD <br />> <br />FILLED SOLID (SEE PLAN FOR <br />o <br />w <br />SIZE AND REINFORCEMENT) <br />= <br />=Ili <br />_ • -I - <br />Lu <br />z= -1 <br />F a W W <br />-II -1I Lu <br />V <br />Z <br />BRICK PAVERS or SLAB PER <br />O o N =1 • <br />• • - <br />•' - - z_ a <br />1 11 <br />COMMUNITY SPECS <br />LL <br />_ <br />° 4 _ -_ " — a <br />0-0 FIN. .jk <br />r <br />_ - FOOTING -' <br />'III III l i_lliill ;�_I III Ii II IiI 1 - 0 <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 />L_ <br />N <br />1— <br />n <br />p n v �- <br />N O r <br />N y N <br />x <br />V f0 <br />a 3 ,- <br />co w m 9 <br />u w <br />cc <br />a Qs <br />a o <br />116 t� <br />``tt�tR <br />1� N <br />10 <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 />E <br />F• � � 8 <br />0 A <br />da (Do No252S LL <br />Q C LL <br />J� 5 W <br />_j U. U. SS a <br />uj <br />0 <br />Z m q °' a le <br />W 5 ru N o <br />W ��CP . m <br />CO <br />N m Z ¢ r <br />IL <br />0 <br />Z OU N <br />W ❑❑ <br />0 <br />z � <br />z <br />J <br />a. <br />to <br />N z a <br />U' � <br />Qj u- <br />N <br />'U o <br />�0 <br />LLJ <br />1 <br />w <br />L <br />as <br />= <br />1; <br />Q�� <br />. <br />CD <br />W <br />W <br />z <br />(h <br />L� <br />B E <br />z <br />0. <br />zo <br />< <br />�d <br />Z® <br />o <br />E lJ <br />1� <br />w0 <br />X U <br />aa <br />" o <br />p <br />z—� <br />O <br />N f0 <br />do <br />'z <br /><Go <br />oz <br />az <br />�� <br />.�+ L <br />R <br />N C <br />- C <br />60 <br />o <br />0x <br />m2 <br />rp <br />z <br />iz <br />Z <br />-1 <br />01 <br />iz <br />rn <br />W <br />rsa <br />2 a <br />aO <br />Z <br />W <br />�! <br />o <br />w <br />< <br />c� <br />�o <br />� <br />z< <br />A <br />Lx <br />o- <br />03 <br />0 <br />c 0 <br />Y/ <br />tM <br />A <br />cc <br />�\ <br />� <br />N <br />Y <br />Cr <br />T <br />r <br />VJ m <br />m <br />a6-+ <br />N <br />.— <br />L.n <br />M <br />Q T <br />T- <br />M <br />n <br />t <br />.. <br />Z <br />= y <br />M <br />C <br />A <br />0, ¢ o <br />JOB <br />NO : 22-08313 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />