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1LL11MMILI . L1i1Ll.ill :..il �.._ _.i— _ ,_ 1.-. ,�_��:I�WII�....�i <br />W <br />O <br />4 <br />N <br />g <br />c� <br />0 <br />c <br />Cq <br />Cq <br />LO <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 />� P') VARIES <br />/10 <br />V <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 />, <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 />•6 <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />Q <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />4 <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />n <br />e <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />- - -' <br />D7158-CLASS G or H, or ASTM <br />Aw <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLEIlip <br />So <br />R905.2.6.1, FLORIDA BUILDINGCODE <br />7TH EDITION (2020)RESIDENTIAL <br />- <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 />KOGG <br />ELEV. VARIESk <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" <br />q l <br />5/8" OR 1/- HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE III GARAGE <br />\12'N. <br />W/A HABITABLE ROOM <br />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 />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 />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />^FIBERMESH" <br />BELOW GRADE <br />� <br />� <br />z <br />eh <br />6 MIL VAPOR <br />o <br />Z <br />r- <br />BARRIER <br />; p ,� <br />1 <br />c • <br />COMP. SOIL. <br />° <br />T <br />(COMPACTED TO 95% <br />- - <br />- <br />MODIFIED PROCTOR <br />- <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4„ <br />1'-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y" <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 <br />q. z <br />e' <br />x <br />1 <br />SEE A/S3 OR J/S6 <br />1T <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 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %"GYP. TYPE aEACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. <br />8"1 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 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"xl2" TITEN HD @ 24" <br />-- - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR <br />NSULATION PER CHART ON FLOOR PLAN 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 SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" <br />- =- - _--- - --- -------• SIMPSON SP1 w/ (10)10d NAILS <br />x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE <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 />- _ O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />A.F.F. @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH 6 x 6 1. FIBERMESH <br />- ELEV. -0'-31/2" z 31/2"MIN. 31/2"MIN. <br />p T <br />A.F.F. 8 -s---- ► - <br />2x4 CONT. U ° <br />N "V-4C' <br />Af <br />° .- 1/2"(min.)- 4" _ t, 1/2"(min.)- 4„ <br />31/2" min. - 4ct=" 31/2" m n GARAGE DEPTH VARIES ( ( ) TAT(2) #5 CONT4„ 8„ Tr <br />(2) #5 CONT. 4" g" <br />GARAGE SLAB AT STEP rB U.N.O.AMIN. TYPICAL BEARING WALL STEP <br />TYPICAL BEARING WALL STEP SHEARWALL C @ CC <br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" k,S3 SCALE: 3/4"=1'-0" S3 <br />�Eos�c�a <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" OIC ,� NSN�s <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />�/ co <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 />10-4- (R302.11) <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 />SEE Cii OR <br />c l <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />° "„ „ „° <br />x J BOLT 24 O/C W/ 2 X 3/16 <br />@ <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLTINFO. <br />5/8"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />W <br />PLATE WASHER TYPICAL <br />PLATE <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 />WALL SEE GG/S3) <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 />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <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 />3500#, MIN. TENSION 2600#) <br />SPACED EVENLY <br />FIBERMESH <br />BAR <br />a <br />BOLTS 6" MAX FROM <br />6 x 6 W1.4 x W1.4 C <br />w/ (10) lOd NAILS <br />iv <br />r <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />w <br />END OF 2" x PLATE <br />WWF OR FIBERMESH E <br />TYP <br />ASSUMED FINISHED <br />E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />o <br />U <br />P <br />e <br />GRADE <br />�,- <br />�_ o ° • <br />i <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />a <br />e <br />MONO OR STEMWALL <br />j - <br />M a s • <br />FINISH GRADE o0 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= WWI <br />a <br />a► <br />i� <br />FOOTING MONO SHOWN <br />°p <br />w <br />e <br />FOR CLARITY <br />I -1 <br />6 MIL VAPOR BAR'7RIER <br />C <br />'' a <br />_ <br />-, <br />Z <br />#5 REINFORCING BAR <br />R 1 7/8" <br />`" <br />- <br />_ <br />- <br />#5 LAP SPLICE <br />2 #5 CONT <br />- <br />- <br />NOTE: - C • ��-�7 �-�7 <br />*FOR BEARING WALL _- COMP. SOIL. (COMPACTED TO --�,I <br />W/ UPLIFT ONLY - - - 95% MODIFIED PROCTOR ASTM <br />III�.fi <br />!- --i - I D1557 TIT <br />_L' I' Ili I'I II 4„ <br />-! 1,„ <br />�I <br />I � <br />III II I11 — i1 — ��� ,, <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SCALE: 3/4"=1'-0" <br />SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONASCALE: 3/4"=V-0"L <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />° ° "v GRADE <br />0o v • <br />_ (1) #5 REBAR w/ OPT. <br />I CREEN ENCLOSURE <br />MIN. <br />ICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />fV ' <br />M <br />M �. <br />a <br />4„ <br />I <br />- j <br />SEE A/S3 OR J/S6 1111 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 ST RY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SLAB INFORMATION, <br />P•T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALM <br />INTERIOR <br />-31_ /� <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 />co _ <br />� — — _ <br />N_ <br />M 6 MIL VAPOR <br />BARRIER <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�I-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 />6x6W1.4xW1.4 cv� <br />WWF OR FIBERMESH I r, <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=1'-0" S3 <br />36" MIN. LAP [36" <br />MIN. LAP] <br />ON 3" HA <br />10" <br />8" 1'4" 8" <br />(TYP.) L <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />KO'F� <br />WALL w/ UPLIFT KG <br />SCALE: <br />N.T.S. <br />S3 <br />SCALE: 3/4"=V-0" S3 <br />SEE PLAN <br />1 i RECESS FOR <br />FRAME -DOWN FALSE BEAM w/ 3) <br />( <br />SEE ROOF PLAN <br />. <br />S.G.D. (U.N.O.) <br />W FIBERMESH <br />WWF OR FI <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />" <br />" ; <br />CONNECTION INFO <br />° <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />• <br />TOP OF BEAM IV <br />•' V <br />SEE ROOF PLAN <br />i;o <br />° a ° <br />I I-L <br />(2) HTS20 <br />FOR STRUCTURAL <br />- <br />4' <br />BEAM SIZE & <br />L <br />' Q <br />t <br />I' <br />I <br />CONNECTION INFO <br />. ° d' e <br />2x4 P.T. <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />7/ BTE <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />E <br />°.aB. <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />W <br />° <br />SCHEDULE <br />COLUMN LOCATION <br />oc <br />¢ <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />> <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />g <br />w <br />COLUMN SIZE AND BASE <br />rM <br />a <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS a S.G.D. <br />Cn <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS 2 <br />TO FOUNDATION PAD 9 <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. Q' ' <br />w <br />SIZE VARIES PER PLANEE <br />MIN. 2 #5 VERTICALS <br />z <br />c i <br />w/ <br />,o <br />G <br />GRADE <br />> <br />w <br />w <br />FILLED SOLID SEE PLAN FOR <br />- <br />w <br />w <br />SIZE AND REINFORCEMENT) <br />w <br />c7 w <br />• <br />'' <br />o <br />U)�aww <br />U <br />BRICK PAVERS or SLAB PER <br />w fn <br />o <br />8 = <br />- - II <br />' <br />• • • '• <br />z <br />_ za <br />/ COMMUNITY SPECS <br />U_�' <br />I , <br />[ +— +;- 44 <br />0-0 FIN. FLR.� <br />II "�..�,. • ' !�"!,"`. CONC. PAD INFO. <br />TAPERED COLUMN FRAMING rCI <br />SCALE: 3/1- • V-0- <br />r i l III lii 'lit- I � I li III. I <br />FOOTING, <br />BEYOND <br />PAD REINFORCEMENT <br />" <br />3 MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL KN <br />SCALE: N.T.S. S3 <br />N <br />N <br />N <br />c <br />m � <br />> W <br />O <br />C ram+ O <br />.= O W N <br />Cm <br />LL 4 <br />Q � N -O• <br />m <br />� 4.•C <br />b Z5 d <br />_1v=� <br />c E <br />o <br />a <br />w <br />�ejjl <br />c-•e� <br />\J 10 <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 />Residentlal <br />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 />9) <br />E <br />Q CDC $ <br />N <br />iZ' rr <br />FA <br />0 <br />» �n�ii;; <br />U! (� v u. <br />'� <br />LL LL a <br />Z UL, <br />C °� o <br />C'4 CC 0 <br />W1:10 <br />uj <br />z IL IL NZ -.4J <br />Z OU U <br />W ❑❑ <br />z <br />z o <br />v <br />J — <br />LO <br />— N <br />�4-J <br />f0 ,.. ," <br />o <br />•O <br />w s <br />N c:, <br />Lil <br />U <br />. <br />o <br />o <br />s°0e <br />QEE <br />o <br />CIDF� <br />F— <br />a�a� <br />oa <br />W Q <br />z <br />o <br />b <br />qg <br />N <br />d i <br />°do <br />(10 <br />N C <br />♦ i C <br />j� <br />U <br />N O <br />a <br />oLL <br />Z <br />> Z <br />z <br />U <br />-7 <br />zl <br />�C) <br />'M <br />J <br />O <br />co <br />/—I <br />T <br />m <br />N <br />LO <br />O <br />I� <br />N <br />N <br />Q N <br />LO <br />� <br />T <br />z <br />Z. <br />' t` LO <br />z <br />c <br />E v <br />c <br />a <br />U _j a p <br />JOB <br />NO: 22-06453 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />