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Or, <br />m <br />00 <br />00 <br />N <br />LO <br />LO <br />v <br />O <br />0 <br />J <br />zo <br />0 <br />I <br />m <br />N <br />v <br />V) <br />N <br />M <br />0 <br />I <br />LO <br />v <br />cn <br />0 <br />c <br />Q <br />N <br />a <br />E <br />CD <br />In <br />0 <br />S <br />c <br />r.l.. <br />In <br />0 <br />a <br />vl <br />may+ <br />U <br />0 <br />i <br />a <br />0) <br />N� <br />O <br />LO <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />LO <br />45 <br />0 <br />a <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <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 3 1/4"TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />wl R903.2, BUILDING CODE N <br />COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `'' <br />FLORIDADB <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER n ° <br />SHINGLE ROOF, SHINGLES TO a . <br />BE IN ACCORDANCE w/ ASTM II III —III —I m II=II�III=ICI- <br />1111—II I ° II III=111=III=' r <br />D7158-CLASS G or H, or ASTM I I_) I ���i I=� � • J.=I ��=I � I=1 <br />D3161-CLASS F, IN <br />I, — <br />12 ACCORDANCE w/ TABLE <br />(TYP.) R905.2.6.1, FLORIDA BUILDING =1� III=III=III= II II=I 1 111 ,III <br />VARIES CODE 7TH EDITION (2020) -1 I �, III�I I �I 11= <br />RESIDENTIAL 8 <br />ROOF SHEATHING - SEE <br />INSULA ION LE SCHEDULE - [RSH] -ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIFS/4"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />W/A HABITABLE ROOM <br />12" N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />EE STRUCTURAL <br />SOFFIT SHEET SS <br />8"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 />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <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 />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 />C0TO <br />CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />?law <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />DECO <br />DECO FINISH 4" to 6" <br />GRADE <br />°O � <br />6MIL VAPOR <br />o0 <br />BARRIER <br />— I <br />; 4 <br />_ <br />�• <br />11= <br />COMP. SOIL. ° <br />(COMPACTED TO 95% — I <br />MODIFIED PROCTOR I �TT <br />— <br />ASTM D1557) <br />3" MIN. CLR. <br />O #5 REBAR CONT. V-4„ (1 STORY) STD. 90 HOOK (SEE <br />U.N.O. <br />N O CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" =1'-0" 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 I� rO.H.D. RECESS z <br />`IJ I / ^M � <br />I _I. III --ill 11 <br />ME <br />"' e • 4 00 <br />4. e <br />SEE A/S3 OR J/S6 � , <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />GARAGE DOOR SLAB RECESS �. <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />7/1"r <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH4,,-2x <br />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 W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR / GYP. TYPE XEACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROSEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <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 NAILSU.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.0BLOCKING 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 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 />5/810 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 />M 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 />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />A.F.F. <br />@24"O.C.) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 <br />z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH <br />a ° „ ELEV. 4-31/2„ -- <br />° ` a 2x4 CONT. ° A.F.F. p <br />c /�(rin"1/2 (min.)31/2 (min <br />J-n < .)-4 cN <br />00 GARAGE DEPTH VARIES 312"31-4 <br />_--11�-1 111111 r''T� <br />v <br />a a E4 — <br />T——Ii�TT7 rr— T � 4dr—tiT tir„ <br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. <br />GARAGE SLAB AT STEP rB U.N.O. MIN.TYPICAL BEARING WALL MIN.STEP <br />TYPICAL BEARING WALL STEP SHEARWALL(�C� Cc� rc C <br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 <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 />tax" 60 <br />QG9 10 soc <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C <br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c��'� J 2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING <br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) <br />1 "x P.T. STUD INTERVALS NOT EXCEEDING <br />SEE SECTION C/S3 FOR <br />�, #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION <br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. <br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 (6)1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) <br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24 MIN. LAP] SPACE ANCHOR <br />2X PT PLATE #5 REINFORCING <br />SPACED EVENLY FIBERMESH BAR Z! ENDS 2 M PL AX FROM <br />WWF FIBERMESH N E - <br />w/ (10)10d NAILS CI WEEP SCREED INSTALLED � r v <br />TYP. r 2x P.T. PLATE ._ <br />� PER MFR INSTRUCTIONS <br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR Q u <br />- _ p . P GRADE 40 MIN. Fy= 40ksi � <br />GRADE ;, _z #3 & #4 LAP SPLICE a ° <br />D FINISH GRADE 50 [GRADE 60 MIN. Fy= 60ksi] a r° ° o <br />MONO OR STEMWALL c z 0"i — — v , 25" MIN. LAP [30" MIN. LAP] gTTT' I f�'r D ��'I I ITiTI - <br />FOOTING MONO SHOWN _tw _ L — L T <br />FOR CLARITY D D —__ O0 6 MIL VAPOR BARRIER e ° —PLqr—!—,P7 I = 00 „ W TTr TTf— D • ° • �- I —I I I— F <br />— #5 REINFORCING BAR R 1 7/8 i <br />iI—� 11- r #5LAPSPLICE _ <br />_� L.,-I.=1I i - I� Tf1=Tfl II ffl- iTl= i 1- <br />(2) #5 CONT. <br />NOTE: III --I I —I = p ° • I —I I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ „ „ <br />*FOR BEARING WALL = I —III L COMP. SOIL. (COMPACTED TO _ ( ) g 1-4 g <br />_ 101, TYP. <br />W/ UPLIFT ONLY _ _ — 95% MODIFIED PROCTOR ASTM _) — I TI Ifi- <br />;' I ! .-_i D1557 — I fiII4— �— I #6 REINFORCING BAR #5 STD. 90 HOOK <br />)— <br />I_; � „ ,� <br />4 1-4 #6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />FRAME WALL TO C.M.U. WALL CONNECTION rD"` <br />TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" "= '- " G <br />S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. SLAB INFORMATION. S3 <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />A.GRADE <br />00 <br />id <br />_— _ _ =(1) #5 REBAR w/ OPT. <br />I I- I I-1 I I- 11=SQREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS E d <br />CV ' <br />M <br />M <br />'III, <br />1I III = <br />1= <br />SEEA/S30RJ/S6--'- -1Lt Illi,lll , II I' <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1'-4" (1 STORY) <br />1'-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T.2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALA� <br />INTERIOR <br />° . a a -3 1/2" AIK <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 />00 E <br />Cl) 6 MIL VAPOR Td4jWf <br />BARRIER <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />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 />�M a <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />• ' <br />a — = — <br />TOP OF BEAM <br />SEE ROOF PLAN <br />HTS20 FORSTRUCTURAL <br />60 <br />— — = — a' a a a <br />�,,�TrT�I=,,�=�T II co <br />(2) <br />_ <br />I 4' <br />BEAM SIZE & <br />r ' a <br />CONNECTION INFO <br />Id <br />M it • • . 017 <br />2x4 #2 SYP P.T. FRAMING w/ T, I I , , <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 s — r--T 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />W ° SCHEDULE OPTION #1 <br />EE a SEE TYP. WALL SECTION FOR ADDITIONAL <br />j SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />-"`� <br />0-0 FIN.. Rill <br />�.� i11=1T1=TT1=Tr—i if <br />4L_14 l <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0" 53 <br />= -i-1=.III= l=1 = FOOTING v <br />Llllli�� ��- it -il BEYOND <br />PAD REINFORCEMENT_ <br />EINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />' <br />N <br />N <br />-a <br />LU <br />C3 <br />ora <br />CC' V%N <br />` <br />✓. �i a <br />+N <br />O tQ <br />3 � <br />���o <br />T <br />o . <br />a. <br />ye wa���q$i I1 �7tlBid3�� ,. <br />g$@p tF 66w <br />;���✓ �d •Cn <br />GJ <br />Cx <br />ON <br />Yl <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. 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