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M <br />-o <br />m <br />M <br />M <br />>u <br />S <br />S <br />C'V <br />I <br />3 <br />m <br />N <br />B <br />8 <br />I <br />N <br />r <br />V) <br />0 <br />0 <br />tQ • <br />N <br />N <br />E <br />`v <br />Lz <br />B <br />8 <br />a <br />C'V <br />6i <br />a <br />N <br />N <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') 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 --J <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 <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />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 <br />E <br />N <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />e <br />° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />e . <br />M I Ei 0°;,--- <br />9D7158-CLASS <br />G or H, or ASTM <br />IT IMMp <br />; <br />r <br />D3161-CLASS F, IN <br />' _I - <br />- <br />° <br />-4r�7�Lj�,�I�t <br />I' <br />ACCORDANCE w/ TABLE <br />R905.2.6,1, FLORIDA BUILDING <br />= <br />I <br />r <br />I I- <br />CODE 7TH EDITION (2020) <br />8 <br />— 1T <br />1 i <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. VARIES4 <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=1'-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 />-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 />IZ5— <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 />N <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 WWF OR <br />=a <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />E <br />T <br />I <br />00 <br />M lit <br />_ <br />6 MIL VAPORr- <br />BARRIER <br />; D ,� <br />1 <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />ON #5 REBAR CONT._/1'-4" <br />CHAIRS TYP. <br />(1 STORY) <br />STD, 90 HOOK (SEE <br />U.N.O. O <br />U <br />4„ <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0° <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />14' <br />O.H.D. RECESS �. z <br />PAVERS <br />. . <br />" <br />T <br />: <br />SEE A/S3 OR J/S6 <br />T <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1' <br />" (1 STOR <br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' <br />8" (2 STOR <br />) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />M <br />2x4 CONT-."� <br />I [ <br />GARAGE DEPTH VARIES <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 />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 20 #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 e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE <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 W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) 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 10'-0" (R302.11) 2"°4/16" 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 INSULATION 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"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (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 x 1.4 INCLUDE THE WALL 1.4 <br />@ 24" O.C.) 2" 6 W1.4 WATTACHMENTS 6 x 6 W1.4 x W <br />WWF OR FIBERMESH n WWF OR FIBERMESH <br />ELEV. 4-3 1/2" z 31/2" MIN. �31/2" MIN. <br />A.F.F. T p ° ° <br />w � <br />1/2"(min.)-4" _ 1/2"(min.)-4" <br />N 71 <br />_ — <br />ao 00 ^' <br />31/2"(min)4" o • C31/2"(min-)_74' - - <br />(2) #5 CONT. 4" V-4" 8'r (2) #5 CONT. 4-1 '-4' 8. <br />U.N.O. MIN, U.N.O. <br />TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />GON1.. PO <br />pcy' <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. <br />2x STUDS @ 16" O/C <br />��NNJ us <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ cad <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />8 C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/' <br />INTERVALS NOT EXCEEDING <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE: <br />SEE SECTION C/S3 FOR <br />10'-0" (R302.11) <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />VALE N <br />INTERVALS <br />10'-0SEE <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <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 ROOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8"x6JBOLTS BOLT <br />" "" <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8 THICK. <br />K.O. BLOCK <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7"EMBEDMENT (MIN. SHEAR <br />WALL SEE GG/S3) <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />3500#, MIN. TENSION 2600#) <br />(6) 1/4"x3 1/4" 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 />*SIMPSON SP1 <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />a <br />BOLTS 6" MAX FROM <br />6 x 6 W1.4 x W1.4 <br />W/(10) 10d NAILS <br />r <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />o <br />END OF 2" x PL\\ <br />ATE <br />WWF OR FIBERMESH <br />TYP. <br />ASSUMED FINISHED <br />,; <br />� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING IN <br />w <br />o <br />• ° ?' <br />o <br />GRADE <br />�l <br />° ' ' <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40k$i <br />ii <br />° <br />z <br />ce) <br />� <br />FINISH GRADE °O <br />2 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />MONO OR STEMWALL <br />u. <br />b. <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />6 MIL VAPOR BARRIER <br />;. ° ." <br />- <br />oo <br />;_ <br />R 1 7/8" <br />LU <br />�''Tr <br />° <br />- <br />- <br />- <br />1.- <br />x <br />#5 REINFORCING BAR <br />r <br />— — r <br />#5 LAP SPLICE <br />1< <br />(2) #5 CONT <br />- <br />- <br />- <br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. SLAB INFORMATION. <br />-6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />GRADE <br />° <br />00 — — — — — • <br />_ _ -(1) #5 REBAR w/ OPT. <br />I —I .1 fT� ff I I- I I- I I- f I=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />_ <br />13' <br />O.H.D. RECESS E d. <br />c•� <br />4. <br />' <br />M <br />M' ..• <br />. <br />7'r"�• <br />� o0 <br />• ;.. <br />" <br />4" <br />r <br />SEE A/S3 OR J/S6 �� <br />l; <br />I I"', <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1'A" (1 STC <br />RY) <br />V-8" (2 ST <br />RY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP, WALL SECTION FOR <br />SCALE: N.T.S. <br />S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />„ <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" - <br />J <br />CONT. BEAD SEALk <br />' <br />•. ° <br />a INTERIOR <br />°.. <br />• e <br />-31 /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#) <br />CONCRETE SLAB <br />x <br />OP <br />G <br />_ <br />CV <br />— <br />- <br />M 6 MIL <br />VAPOR <br />BARRIER <br />36" MIN. LAP [36" MIN. LAP] <br />ON 3" CHAIRS <br />XXIXXAI <br />10" <br />(TYP.) 8" 1'-4" 819 <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <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 />1 1/2" RECESS FOR VARIES <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 />I <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />I <br />° <br />� <br />AT 24" O.C. MAX. <br />=" CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />-�7 <br />T P F BEAM <br />0 0 <br />A. <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />c - - -° ° ° a : <br />E rrrn r�I,�-r <br />° <br />BEAM SIZE & <br />� C a <br />CONNECTION INFO <br />co <br />• <br />2x4 #2 SYP P.T. FRAMING w/ T - "T� sU 8ff <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />w ¢ SCHEDULE <br />OPTION #1 <br />ix SEE TYP. WALL SECTION FOR ADDITIONAL <br />j SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />o <br />LU <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. <br />M <br />SCALE:3/4"=1'-0" 53 <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 <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" 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 <br />EXTEND -- <br />LL CELLS <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />-INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. ' <br />ON FLOOR PLAN <br />w <br />0 <br />> <br />SIZE VARIES PER PLAN <br />= z <br />M <br />.� CONT. BEAD SEALANT <br />¢ <br />w/ MIN, (2) #5 VERTICALS <br />00 <br />GRAD <br />E <br />> <br />_j <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 r <br />o <br />w <br />SIZE AND REINFORCEMENT) <br />z= _ <br />• <br />w <br />WWF OR FIBERMESH �,, <br />(n <br />w w <br />z <br />" <br />BRICK PAVERS or SLAB PER <br />S o v <br />• • <br />• • <br />z <br />° <br />�� <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />"- <br />� <br />1=III-III-11►��- <br />FOOTING <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0" ��S3 <br />BEYOND <br />,, :.• •• . PAD REINFORCEMENT 3" MIN. CLEARANCE <br />;°•.'� ° • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH <br />CONC. ciao INFO. SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N <br />SCALE: 3/4" - 1'-0" <br />SCALE: N.T.S. S3 <br />rt'.h <br />1� <br />s <br />N <br />W <br />Y LL1 <br />0 C5 <br />r C �•�- Cl. <br />N lfl Q i� <br />N y C J <br />Q N � <br />A E c <br />w � e <br />1U p� 61 .JC1 <br />ro a. <br />N Q <br />� E <br />ro ra <br />a v <br />;��• ' �,•N S E <br />04 <br />CC <br />FL <br />Iltl!{M��t4tOO <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 <br />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 />0) <br />M <br />I, C'4 <br />v z CO C <br />0 °? <br />H fjnZL, <br />ai M '0 qb <br />a �LLLL it <br />Z = � -, <br />`0 `N <br />W <br />W 39 16- ' In <br />LL NZd� <br />N OU <br />= <br />W pp <br />z N f7 <br />z � <br />Ina <br />z <br />�c <br />V <br />g <br />0 <br />001> <br />z <br />ow <br />J <br />N ¢ <br />cam` F <br />Q <br />1= <br />z® <br />F� <br />g <br />�n <br />RU <br />&` <br />VO <br />7U <br />oz <br />�� <br />Z <br />�c � <br />¢z <br />wg <br />tb <br />�� <br />o� <br />Z <br />W <br />T � <br />°� <br />5c <br />y w <br />W <br />mo <br />paZ <br />N u, <br />ua <br />O 7 <br />J <br />aQ7 <br />�? <br />0�w <br />Z <br />s r <br />= <br />LO <br />LO <br />a� <br />C <br />co co O M <br />O <br />r <br />V) m <br />0�/4� <br />■ . . <br />IUD <br />ct�l <br />CD CN <br />M <br />Q 0 <br />ui <br />G <br />cM <br />r- <br />0 <br />Z <br />Z <br />f/1 <br />O N <br />0- <br />_ a o 1 <br />3 <br />JOB <br />NO: 23-00521 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />