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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 />t� <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 />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING - <br />@16" O.C. W/ (2) 10'-0" (R302.11) r <br />16d TOENAILS T & 3 �I <br />Yi]:i1J►1�]�:��l��f�► 11 <br />REQUIREMENTS SEE R905.1.1 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 & , <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 D p <br />SHINGLE ROOF, SHINGLES TO p BE IN ACCORDANCE w/ ASTM o <br />D7158-CLASS G or H, or ASTM11 �I <br />D3161-CLASS F, IN ' I� — _ ° A — <br />ACCORDANCE w/ TABLE — — — — —U ;LI <br />R905.2.6.1, FLORIDA BUILDINGITS <br />CODE 7TH EDITION (2020) _ <br />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 rG G <br />ELEV. VARIES 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 />-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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />CY, AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />C/) TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />a NOTE:EXTEND <br />MAMA WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />04 r ° <br />00 M <br />D <br />0? <br />6 MIL VAPOR <br />— z <br />BARRIER <br />COMP. SOIL. p <br />(COMPACTED TO 95%— <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />ON #5 REBAR CONT._/ <br />(1 STORY) <br />CHAIRS TYP. <br />STD. 90 HOOK (SEE <br />U.N.C. 4" V-8" (2 STORY) <br />U <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS ��O.H.D. RECESS "tz <br />1Lll �l I I I I <br />4 . <br />SEE A/S3 OR J/S6 I I II <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />LOAD BEARING OR r <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) 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 />0%) <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />2x4 CONT- <br />I I <br />GARAGE DEPTH VARIES <br />I <br />I I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <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 />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�07 <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />#5 VERT. IN FILLED CELL 10'-0" (R302.11) <br />�, LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />I 5/8"x6" "J" BOLTS BOLT 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 <br />24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK <br />@ <br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />" 1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP (24" MIN. LAP] <br />SPACED EVENLY 2X PT PLATE #5 REINFORCING <br />N FIBERMESH WEEP SCREED INSTALLED BAR —� <br />2x P.T. PLATE ' <br />ci PER MFR INSTRUCTIONS <br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR <br />GRAD_ E _ D D z_ SPLICE GRADE 40 MIN. Fy= 40ksi <br />#3 & #4 LAP <br />W� ° FINISH GRADE o0 M (GRADE 60 MIN. Fy= 60ksi] <br />? M — — — D D • 25" MIN. LAP [30" MIN. LAP] --- .. -- <br />... M M -- <br />°O 6 MIL VAPOR BARRIER TIT I P P _ °° <br />z #5 REINFORCING BAR R 1 7/8 —\ <br />z I I I D. �T1-1Tf-1Ti—I If= N T <br />I I I I I I I I <br />I I I I I I I I <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /a„ GYP. TYPE @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. 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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />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 />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />2„ x 6 W1.4 x W1.4 ATTACHMENTS — /2" 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV. 4-3 1/2" <br />31/2"MIN. I r 31/2"MIN. <br />A.F.F. o <br />p . <br />N o ° p TTP31/2"(min.)- 4" o ° 1/2"(min.)- 4, <br />_,,, — _ — _ <br />m _ _ <br />-- - -- -- 31/2"(min. -4" — — 31/2"(min.) -4" <br />1=1 1T __ 1T�1Tf _ F —_ ITf ,=, <br />(2) #5 CONT. I I'� — r I (2) #5 CONT. -I 4" — __'_ , <br />4 V-4" 8 <br />U.N.O. MIN, U.N.O. <br />TYPICAL BEARING WALL 0 STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP CC <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 <br />GOr" PE�� <br />S j\�OS�GJ <br />M <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 />Q BOLTS 6" MAX FROM <br />w END OF 2" x PLATE <br />0 <br />W D <br />U <br />n_ °. <br />g ! RI I-LU <br />I <br />LU <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 Cl) E <br />p <br />111-1 III; o <br />III I I I_I I_I I- r <br />I I I •j <br />r �Ir=1 #5 LAP SPLICE 2 #5 CONT <br />COMP. SOIL. (COMPACTED TO D ° <br />95%MODIFIED PROCTOR ASTM -ITT=�T— = TT <br />--- D1557) ITT T1TmT1T,,,TTfTTT 1TT,1T>= <br />4" V-4" <br />FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min. 4" <br />° ° a `v GRADE <br />°° — — — — — • <br />_ rrT rr rt—T rr—t <br />0) #5 REBAR w/ OPT. <br />T Tf(=TTT=1T� TTl— I I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />N <br />M <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />N' <br />M <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS f i <br />SEE TYP, WALL SECTION FOR SCALE: N,T.S. S3 <br />ADDITIONAL INFORMATION. <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" 0 CONT. BEAD SEALA� <br />— ,• a <br />• INTERIOR <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 />a <br />00 <br />co 6 MIL VAPOR _- <br />BARRIER <br />36" MIN. LAP [36" MIN. LAP] <br />f <br />ON 3" CHAIRS <br />10" <br />(TYP.) <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />F <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />SEE PLAN <br />VARI <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR - <br />& LAYOUT DESIGN <br />— — <br />TOP OF BEAM <br />- -° <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />00 <br />— - a <br />t. <br />BEAM SIZE & <br />Tu. a <br />CONNECTION INFO <br />M - a 4 <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - g' <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />co w ° SCHEDULE OPTION #1 <br />a SEE TYP. WALL SECTION FOR ADDITIONAL <br />> w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />g <br />w <br />COLUMN SIZE AND BASE <br />s <br />w <br />CONNECTION INFO, <br />SLAB STEP & RECESS <br />S.G.D. rM <br />U) <br />SCALE:3/4"=V-0" S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL I <br />I <br />EXTTO END FILL CELLS <br />-- <br />W/ DRYWALL SCREWS @ 8"O.C. <br />PAD <br />E <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT, FOOTING STEEL I <br />I MAT REINFORCING. <br />`= ' <br />ON FLOOR PLAN <br />w <br />PZ <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ IN. (2) #5 VERTICALS <br />00 Z <br />GRAD <br />> <br />UJI <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 cam, <br />w SIZE AND REINFORCEMENT) <br />CD L <br />• <br />WWF OR FIBERMESH �,, <br />U) <br />P w oLU <br />a ` <br />BRICK PAVERS or SLAB PER <br />0 o `n <br />• • <br />• • <br />z <br />OMMUNITY SPECS <br />`L <br />— <br />•1100.-, 1 sPA 1111 <br />INTERIOR WALL SLAB STEP NON-BRG. KK� <br />TAPERED COLUMN FRAMING (CID1112� <br />- <br />FOOTING U <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 7 <br />N <br />Z <br />0 <br />W <br />O ✓ O <br />ati o <br />< N Y <br />a y <br />°' E c <br />z " 3 <br />a ^- <br />N <br />o <br />a <br />m <br />N <br />0 <br />N <br />N <br />.. <br />Lo <br />o <br />To the best of the Engineers knowledge, information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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