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.■� I .,..._ �I. �- -..I. ,it..�..� .. _ .� .__ . � 1�..11..._��_�■� IWlL�'��:J�IiILOIIId�.iIL�l� �i1111Jd.la.,�', ' ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I /--1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER r, ° SHINGLE ROOF, SHINGLES TO a n. BE IN ACCORDANCE w/ ASTM- - r D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ° 12 ACCORDANCE w/ TABLE ZP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ — RESIDENTIAL ROOF SHEATHING - SEE ION LE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING 01 FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT 77777 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER ----/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT •8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.--/FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4MA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 04 ' P \ e e e z o � 6 MIL VAPOR > z r BARRIER ; 4 D D • COMP, SOIL. (COMPACTED TO 95% — m MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS 0-H.D. RECESS Z z ,III'=11�IIF� II SEE A/S3 OR J/S6 I - FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2 4 #2 SPF TRUSS POTTM CHORD OR 2x4 02 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /a GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. -- - - SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8"* x li "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS IF EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2-016" PLATE WASHER (TYP.) NOT EXCEEDING 'Ill (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"• x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE A.F.F. @ 24" O.C.) 2" ATTACHMENTS 6 W1.4 x W1.4 ATTACHMENTS /2" 6 x 6 W1.4 x W1.4 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �` WWF OR FIBERMESH • ELEV. 4-3 1/2" p A.F.F. p , I 2x4 CONT. � U- ° N " , ° — t, �/'tl(min4" " ° ry — r 1/2"(min.)-4" GARAGE DEPTH VARIES r3l/2"(rnill - 4" 31/2" mina - 4' () 42 #5 CONT. „ 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL as STEP as SHEARWALL GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 41 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N Ill FOR ANCHOR BOLT INFO. I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 04 (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS .�,P 2x P.T. PLATE r ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY ;0 I- FIT_III -. - f , I- - Z I NOTE: FOR BEARING WALL I N - rI I r I �I - I W/ UPLIFT ONLY -III III-- I I III I -III III _.III - - II I, I —I - I I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR FIBERMESH �I IIF�1'''-- ll�ll�ll�ll = "Il I II Il II il��•�•'ll�l-" I�IIE=11�I�1e��11�_p��,�,��n 1111 111 u°IlIli ll • • • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" •c O.H.D. RECESS 'o_ I il 11 I�_� h ■■a` I `u ■■ an -- I��lr-all �•�1iu-I,;; I, III II�1111 r� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E��— v r ° Cn " .• 6 MIL VAPOR BARRIER I> > • 0 • "SHEAR WALL" SCALE: 3/4"=V-0" �or• RE�y ems• 2x STUDS @ 16" O/C \ M�N�10 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS To FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. Q K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR --�_ PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy�40kss.i,, FINISH GRADE O0 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy I aQ _ r #5 REINFORCING BAR R 1 7/8' #5 LAP SPLICE • • • • • � • ��II�illi�il • • r • • • • - Ilkll�ll#4ll�i 11�11�11= lllMIL ��ll�l • . SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALM a 4. ' INTERIOR °, 31 /2 4 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e ib C N r CO) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N r WWF OR FIBERMESH v K S3 �� _��v ��raiss��ai�v v� oi�v v � . i��ovr►�ri� ' . REINFORCING•1 HO• #6 LAP SPLICE . AR DETAILS rF FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR TOP OF BEAM (2) HTS20 4 w z zg Cr � w J w o w w U) SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z 0 w Q > w J w o w w to 0'-0" FIN. FLR. RMI 5M -rill 1-1 • '� II�II�IIP.11A11� • SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w C U A . m a p N (2) #5 CONT.— ON 3" CHAIRS 8" 1'-4" (TYP-) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N , WWF OR FIBERMESH �, E r 8- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS ° CONNECTION INFO & LAYOUT DESIGN — ° SEE ROOF PLAN c — — °'. ' ° a c FOR STRUCTURAL r m rrr m rrT Fy . _ E BEAM SIZE & 4 CONNECTION INFO i _ , T.,.' -2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 -SECURE 2x4 P.T. BTM. PLATE Ill MASONRY WALL AND 1 w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS It 9 00 GRADE =' FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0LU ;, • �aWLU o U -BRICK PAVERS or SLAB PER w= gj o M • • z • • . QQ ? COMMUNITY SPECS ILL M --- - - --- FOOTING BEYOND PAD REINFORCEMENT SEE 3" MIN. CLEARANCE SCHEDULE • ..4 ;. SEE FOUNDATION ( ) FOOTING WIDTH P. . CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 N 0 e,ttltt111siSe�, o O co No • ". C` •• � r �1'' 1, {-�: n ;' To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ftodda Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW n S E ` a a m W�MQ� LL a a a MLLU. a Zcl -g E WW �lVG .l0 J 7• ILo a N M Z i¢o y O OU U Zj y W ❑ ❑ ❑ 0 M N z N z z � � C- V I V) z •O o � � c � c ¢ 0 tam) sl r o M "- E o w ° a g° Q o . Wa Wig Z a0 N � �0 z m C Z o ZLL Q b f 41 3 J. g N w� IJ =1 g ISO > L6W� c V 111 o o> — 0 L0 T T a) O M Co r Q r Cr o QO m a O cv r CV O G rT c.6 r ci M E O Z z r- ro E E ?: �o c a U J $ fM J JOB NO : 22-01571-01566 SCALE : AS NOTED SHEET NO. S3M