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C" <br />1E <br />C14 <br />C=) <br />9 <br />(:;n <br />C"! <br />C:) <br />C'4 <br />CD <br />C14 <br />C=� <br />CN <br />ck: <br />C"I <br />E <br />E <br />k2 <br />CL <br />C'4 <br />4; <br />(3- <br />CD <br />C'4 <br />C> <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 />I Fil <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.1 1) <br />16d TOENAILS T & B v <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 I r 1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF :;� <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & r_: <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE = E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER A <br />SHINGLE ROOF, SHINGLES TO A t - <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE :AIVIL <br />R905.2.6.1, FLORIDA BUILDING IV I <br />-71 1 P11 III <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 <br />ELEV. VARIESAii-"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0': <br />5/8" OR 1/2" HIGH-------'-- <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />LUMINUM FASCIA <br />, \12' N.O. 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 />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 />C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />"S" MORTAR <br />ARCHITECTURAL <br />,-------FINISH <br />1x2 PTWD 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 />S <br />MIN. 2500 PSI CONC. SLAB <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />PEI <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />/—NOTE:EXTEND <br />W1.4XW1.4 WW FOR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />C14 <br />A I, <br />00 <br />Cl) <br />00 <br />6 MIL VAPOR <br />2� <br />BARRIER <br />C> <br />I> <br />C14 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. <br />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 />14" <br />IV-8" (2 STORY)i <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />Q3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLTINFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 10d NAILS <br />TYP. <br />MONO OR STEMWALL- <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />GG <br />S3 <br />8"x8"xl 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />Cl) ELEV. U-0" <br />ot <br />A. F.F. <br />ELEV. 4-3 1/2" <br />4 1 4 <br />4 < 4 4 <br />2x4 CONT�Z 1 4 A.F.F. 'o <br />U- <br />04 <br />GARAGE DEPTH VARIES <br />4 <br />I I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STU S @ 16" O.C. <br />,",,-2x STUD <br />81, C , M * U <br />i,-x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />I r I rL m�=j 11-111-111- <br />I �= <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4"--, <br />A GRADE <br />00 <br />7 <br />--I 1 11 1IILLiF - <br />11 11 X, Fir -_rr--7p =�. <br />#5 REBAR w/ OPT. <br />... ... WISCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE <br />SCALE: 314"=V-0" � S3 <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />- BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT I ­�, <br />CONCRETE SLAB 14" <br />O.H.D. RECESS <br />"T <br />13" <br />0 H D RE CESS <br />PAVERS� <br />e A <br />4. <br />:4" 50 <br />OP <br />4 <br />I I r <br />SEE A/S3 OR J/S6 IT <br />M I - <br />SEE A/S3 OR J/S6 <br />- <br />FOR REINF. INFO. <br />�3" MIN. CLEARANCE <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />V-4" (1 STORY) <br />1' 8- (2 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />GARAGE DOOR SLAB RECESS rT� <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 <br />ADDITIONAL INFORMATION. <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 REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <br />5/8"' x 10" "J" BOLT @ 24" OIC W/ 2"'X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />E <br />L <br />=L <br />r ffr <br />6 MIL VAPOR BARRIEFAM <br />2x STUDS @ 16" O/C <br />0� <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2X PT PLATE <br />20- MIN. LAP [24- MIN. LAP) <br />#5 REINFORCING <br />WEEP SCREED INSTALLED <br />BAR <br />PER MFR INSTRUCTIONS <br />#3 OR -HA REINFORCING BAR <br />;i <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE 60 M <br />L <br />25" MIN. LAP [30- MIN. LAP] <br />[GRADE 6 7v= 60ksil <br />0? <br />I �1 1- <br />;M77 ­14 1 <br />s <br />11 - I <br />#5 REINFORCING BAR <br />R 17/8" <br />#5 LAP SPLICE <br />36" MIN LAP 26" MIN LAP' <br />COMP. SOIL. (COMPACTED TO A zzz==� <br />95% MODIFIED PROCTOR ASTM 101, <br />D1557) . . - I - - - d,�xx­xxy ­X� ­­ XXX/,X -1- �xx/' <br />4" V-4" -'--#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALA� <br />A, < <br />INTERIOR <br />4. -3 1/2" <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 />4— <br />C? <br />Cl) 6 MIL VAPO <br />BARRIER <br />14" 14" <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=1'-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 />6 x 6 W1.4 x W1.4 <br />�WWF OR FIBERMESH Cl) <br />K <br />S3 <br />REBAR DETAILS F <br />SCALE: N.T.S. 1\.�3� <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX <br />SEE PLAN FOR /-6, <br />TOP OF BEAM <br />(2) HTS20 <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />U) � ZL) <br />LLJ <br />LU <br />LU <br />Uj <br />V) <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />"' " v' <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />I AT <br />END OF 2"x PLATE <br />A <br />U) <br />CL <br />LU 1-yar <br />LLJ <br />(n <br />SEE ROOF PLAN <br />FOR TRUSS <br />CONNECTION INFO <br />& LAYOUT DESIGN <br />SEE ROOF PLAN =00 <br />FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN FOR STRUCTURAL <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />AT 8" O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />---------- <br />A <br />SCALE: 3/4— V-0" <br />(2) #5 CONT.-- <br />ON 3"CHAIRS <br />(TYP.) 8" V-4" <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.1 1) <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 />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH co <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G� <br />SCALE: 3/4"=V-0" ���3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) F WWF OR FIBERMESH <br />SEE A/S3/J/S6 -` 1 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS (@ S.G.D. //M <br />SCALE: 3/4"=1'-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. !Z�! <br />Cl) <br />z <br />00 GRADE 43 <br />0 LU <br />5, = =-, <br />LU LU <br />LU <br />0 LLJ C/5 FT z <br />00 0 Cr <br />(n C01 <br />LL <br />UJI <br />I IF I E71 I I -I I 1=1 1 1 I= I I =1 I 1=I I �-11 FOOTING d <br />I =--I I =1 I 1--I I - BEYOND <br />PAD REINFORCEMENT-1 , 1-11 1=1 I =1 I I , 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL (N <br />SCALE: N.T.S. 1\ �3 <br />*S -0� <br />7 <br />LUZ <br />O� <br />.x <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 <br />Flodda Building Code - <br />Residential 7th Edition. 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