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3 <br />Q <br />bn <br />D" <br />0 <br />0 <br />to <br />0 <br />I <br />xl <br />L0 <br />L0 <br />Ew <br />v <br />cn <br />0 <br />0 <br />0 <br />J <br />O <br />I <br />LO <br />D <br />Q <br />N <br />v <br />a <br />E <br />N <br />0 <br />S <br />v <br />y <br />LZ <br />0 <br />U <br />.o <br />i <br />U <br />a <br />v <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />J <br />LZ <br />3 <br />D <br />0 <br />a <br />0 <br />Q <br />0 <br />N <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.) <br />TYP') 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 />1 x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />1 <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 />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />a <br />T'I uP=l I I ; D • <br />I I=I I �I I III (� T <br />D3161-CLASS F, IN <br />' I .I L I I <br />I I I— <br />ACCORDANCE wl TABLE <br />- <br />R905.2.6.1, FLORIDA BUILDING( <br />CODE 7TH EDITION (2020) <br />-ILL[)I <br />IITI <br />I I= I I F <br />8 <br />RESIDENTIAL <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 />rG G <br />ELEV. VARIES I 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 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 />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <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 />c <br />iv <br />a <br />00 Z <br />ch <br />— <br />6 MIL VAPOR <br />° <br />I - z <br />BARRIER <br />; C <br />M <br />— <br />�• • <br />T <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 />11'4' (1 STORY) <br />STD. 90 HOOK SEE <br />U.N.O. <br />4" <br />" 2 STORY <br />1'-8( ) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0° <br />S3 <br />OPT: DEPRESS SLAB 5 Y" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS/DRIVEWAY <br />CONCRETE SLAB <br />14' <br />PAVERS <br />O.H.D. RECESS c� z <br />M <br />I <br />4" 00 <br />. e <br />SEE A/S3 OR J/S6 11 1 I _IrFqI I lr <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS K*j -1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <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) 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 />- D1557) � �!h�rr� � — <br />4" 1'_411 #6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING rE <br />REBAR DETAILS rF <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 />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />II II II II <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 /$ GYP. TYPE "X„ @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE] CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />SIMPSON SP2 w/ TOP PLATE <br />(12)10d NAILS 21.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 10'-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 @ INSULATION 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/ IMPSON 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" OL (ALT: 1/2"xl2" 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 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 ATTACHMENTS 2" <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV-0'-31/2" z 3 1/2" MIN. 31/2"MIN. <br />A.F.F. o ° <br />r ° <br />N - o a ° I 31/2"(min.)-4" o a 9/ = I—� 1/2"(min.)-4" <br />co <br />31/2"(min. - 4" — ' • — I I I 00 <br />F <br />- — —I —I(I <br />(2) #5 CONT. %1 —r" 8" (2) #5 CONT. 4„I —' -4� 8; <br />411 1,411 811 <br />U.N.O. MIN. <br />U.N.O. <br />TYPICAL BEARING WALL (a STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP CC <br />"SHEAR WALL" <br />SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 <br />CCU <br />�\�os <br />ecs <br />M <br />N <br />CV <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />,o M�N�O7 <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />11. P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />"J" <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 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />(6)1/4"x31/4" 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 />SPACE ANCHOR <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />BOLTS 6" M <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />o <br />END OF 2'PFROM <br />TE <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />° <br />GRADE <br />;, <br />4 ° ° <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />x � <br />a <br />Z <br />°. <br />FINISH GRADE °O <br />25" MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />¢ <br />M � <br />I <br />m <br />°O <br />I= <br />6 MIL VAPOR BARRIER — <br />N ° ° <br />— — — — <br />°0 <br />W <br />�1TI�Tf <br />I I- °•° <br />f— <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />GRADE <br />_#5 REBAR w/ OPT. <br />' 1—III—III—I 11= I I— I I-1 I I-11-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" 1 T <br />O.H.D. RECESS <br />N <br />T � <br />n. f <br />_I I Id _ _- <br />-II�'4 I� 00 <br />1=1 11= I 1.4 I_ <br />•1 1 1 1 . _ : 1�1 1 1• <br />SEE A/S3 OR J/S6- ` -14 I 111 �,I I I 1111 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />11 <br />° 1 #5 REINFORCING BAR 7/ <br />Tl T T #5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO I I ° ° . 36" MIN. LAP [36" MIN. LAP] f <br />95% MODIFIED PROCTOR ASTM I I — = — � 1 , 10" <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 <br />P.T. 2x 1/2" GYP. BD. <br />" HOLD GYP. BD. <br />1/2" FROM SLAB <br />0h 1-01, CONT. BEAD SEALA� <br />INTERIOR <br />a.. a ' ' -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 />� e <br />00 C <br />N IMI _ - <br />co 6 MIL VAPOR T <br />BARRIER <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. CONNECTION INFO <br />SEE PLAN FOR & LAYOUT DESIGN <br />TOP OF BEAM NV <br />SEE ROOF PLAN <br />00 <br />(2) HTS20 FOR STRUCTURAL <br />r <br />BEAM SIZE & <br />I I CONNECTION INFO <br />I .1 <br />1 2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B, SHEATHING <br />z ATTACHED PER NAILING <br />w � SCHEDULE <br />a ¢ <br />> w SEE PLAN FOR STRUCTURAL <br />g <br />Lu <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <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"0" TAPCONS <br />GARAGE <br />COLUMN TO PORCH SILL <br />U. <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />1/2 GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />a <br />> <br />w/ MIN. (2) #5 VERTICALS <br />> <br />FILLED SOLID (SEE PLAN FOR <br />=_ 6 x 6 W1.4 x W1.4 J <br />o <br />w <br />SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH r, <br />LU <br />0'-0" FIN. FLR. <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />° <br />I 1=1=111=11I <br />. <br />INTERIOR WALL SLAB STEP NON-BRG. rK"� <br />TAPERED COLUMN FRAMING rCD 12 <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 <br />a p. j <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />8" 1'-4" 8" <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� F WWF OR FIBERMESH <br />SEE A/S3/J/S6 —` I T ` ' '��*�r-'-`"' 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 />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />CONT. FOOTING STEEL- <br />00 2 GRADE <br />LU <br />SCALE:3/4"=V-0" IN, S3 <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _ :n <br />MAT REINFORCING. <br />I cM <br />C7 � � • r <br />Z L1J LU <br />U <br />oo�= . • • • _ za <br />LL a r� 2 Q <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: N.T.S. S3 <br />E <br />N_ <br />0 <br />ry <br />C) CD <br />N <br />Qm <br />I <br />o <br />� N � <br />o c� <br />c <br />(D <br />Q <br />cNn <br />E C <br />cn O O <br />Q C U +, <br />>>a. FLU <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 />Ronda 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 <br />a <br />N <br />fix <br />N <br />�r 8 <br />0 J <br />LL <br />V <br />0 <br />0 <br />m °oo a) N a `­ <br />Co <br />_ 0 <br />0 <br />cnr�`O�� u� c c <br />CI <br />M # a Ji <br />- Q <br />C <br />coJLL u. O w <br />w <br />a <br />Z <br />0 V 0 <br />W <br />r w o <br />� r rn <br />Z <br />Co <br />Cl) <br />1nIL0 <br />ZN <br />O U <br />W <br />L) J 0 <br />❑ ❑ ❑ <br />Z N fh <br />0 <br />z <br />Q <br />J <br />d <br />N <br />M <br />N <br />z <br />(D o <br />1 <br />LL <br />T' <br />CO <br />Cl� <br />w <br />� <br />U <br />O <br />w s <br />U0 <br />c i <br />U <br />w� <br />';....... <br />r� <br />J E <br />U o <br />c � d <br />Q Y <br />�0 <br />N <br />4� <br />r� <br />o <br />�w <br />M <br />M <br />m <br />o <br />Z <br />< <br />� <br />J <br />LL <br />a E <br />E <br />w <br />Wz <br />Q� <br />Z® <br />oa <br />OU <br />OU <br />Z <br />o <br />J G <br />aoz <br />� <br /><o <br />m� <br />ry <br />Cn <br />CU <br />o <br />Orr <br />Z <br />v <br />d� J <br />h m <br />a 0 <br />a w <br />z <br />dOU <br />�� <br />0< <br />� w <br />W <br />T � <br />(.i <br />� <br />¢ 0 <br />F � <br />J z o <br />3 <br />CIF <br />>O <br />o <br />cfl <br />w� <br />z< <br />a <br />03 <br />L / LO <br />Q <br />0 <br />H <br />00 <br />�i <br />co O <br />T <br />O <br />Y <br />r <br />� Y <br />T <br />m <br />al <br />o <br />N <br />o <br />o <br />N <br />N <br />L(') <br />r <br />Em <br />0/� <br />00 <br />o <br />Z <br />Z <br />T <br />4j <br />of <br />a <br />0 _j <br />Q Co <br />JOB <br />NO: <br />22-04746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />