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U ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES TY 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'I @ 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 *1F 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 (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / 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"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ (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. if, (12110d NAILS U.N.O. 2x#2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) ---- - -- -- -- -- -� SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" 11) REQUIREMENTS SEE R905.1.1 1/2" GYP, WB MIN.) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" ( z - -- -- -- --- -- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. " "EDGES, AND @ 12" O.C.,. @ FIELD 2x P.T. PLATE 1!4 DIA. X 31/4 TAPCONS @ 24 0/C & •� SLAB &BLOCK SIMILAR AT FOUNDATION ONLY HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E- - -- .__._ _ - 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 TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON INCLUDE THE WALL 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL, UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH " `°' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE - -�O.C.R 5/8"x10' WE MOISTURE BARRIER > • A.F.F. DGE ANCHOR 2�r x 6 W1.4 x W1.4 ATTACHMENTS 2/„� 6 x 6 W1.4 x W1.4 r @ 24" O.C.) SHINGLE ROOF, SHINGLES TO s . CHMEN S WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE III ASTM — — — 0° p ..' —1 - n ELEV. 4-3 1/2" �31/2"MIN. �31/2"MIN, D7158-CLASS G or H, or ASTM ; — -I A.F.F, c • ' — 1 /2"(min,)- 4" — 1 /2"(min.)- 4„ D3161-CLASS F, IN _ ° — — 2x4 CONT. I� I� ACCORDANCE w/ TABLE �_ — 3 �, n ° _ — —rr «, P R905.2.6.1 FLORIDA BUILDING °O ° •' �. 31/2" min. CODE 7TH EDITION (2020) err _ TI— GARAGE DEPTH VARIES 31/2"(min. - 4" ) - IAL ROOFSHEATHING-SEE 8 � - RESI'r' TR rrr rrT1.1„ � SCHEDULE - Ili - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. U.N.O. 8 • FRAMING SHEET FOR U.N.O. MIN. FREATHIN HANDEFT FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL � STEP KCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA '2x SUB FASCIA •SEE STRUCTURAL SOFFIT SHEET SS 8"x81IX16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN :4"x4" FOR LOCATIONS) 1x4 P.T. BASE NAILERiz INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1,4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE iv ' ° I+ _ � ° Z ;0 M d 6 MIL VAPOR P — - � T _— BARRIER _ — C • — r COMP. SOIL. (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" 1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS �. z C;l� _ to -, r SEE A/S3 OR J/S6 xTi T FOR REINF. INFO. 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. Q3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs'S�ECS�cJ�� NAILED W/ 8d COMMON NAILS @ 4" O/C 2xS.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o OR M s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11) 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ SEE SECTION CIS3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT, IN FILLED CELL 10'-0" (R302.11) SEE CC/S3 OR 1714 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP, WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6' "J" BOLTS BOLT PLATE x W S BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 " wl (10)10d NAILS �, WEEP SCREED INSTALLED +�+ END OF 2" x PLATE WWF OR FIBERMESH TYP 2x P.T. PLATE PER MFR INSTRUCTIONS w ASSUMED FINISHED E #3 OR #4 REINFORCING BAR n ° p. P a ° GRADE p z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi CL 1—� p p FINISH GRADE aO [GRADE 60 MIN. Fy= 60ksij _ �► WT� o MONO OR STEMWALL ac25"MIN. LAP [30" MIN. LAP] w�_.. °pFOOTING MONO SHOWN FORCLARITY 00 6 MIL VAPOR BARRIER e. ° — i- R 1 7/8" `� #5 REINFORCING BAR �Tr l 1 D i Ili I u-? u� l d11 1 #5 LAP SPLICE - 2 #5 CONT. NOTE: 1' - � � .I I I I I I I � I _ - • �"- � 38" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS OR BEARING WALLCOMP. SOIL. (COMPACTED TO — ° P 8" *=1 T 95% MODIFIED PROCTOR ASTM — �. 10° ) W/ UPLIFT ONLY D1557 #6 REINFORCING BAR #5 STD. 90 HOOK 4„ V-411 _- - #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4`1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. 53 SCALE: 3/4"=V-0" S3 RI AR INFORMATION- SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR .T■ GRADE - -- �u 1 I!'lyl'� 1 "II�IT'��i'l�lll� ► ► • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N' T a CO co A 4„ co T 'A • t. SEE A/S3 OR J/S6 FOR REINF. INFO. I 3" MIN. CLEARANCE 1'-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. FROM SLAB 0'-0" J CONT, BEAD SEALA� a INTERIOR A. 4 -31 r• ' CONCRETE NAILS W 11 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB n. m A M 6 MIL VAPOR —_ BARRIER — SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & I CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w C ¢ SCHEDULE > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM, PLATE SEE DETAIL 16/D1 FOR w/ 1/4"xT TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT > a w/ MIN. (2) #5 VERTICALS E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER o 0'-0" FIN. FLR.A COMMUNITY SPECS SEEF UNDATION ..M •' 411 411 .. INFO, INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING rCD12 SCALE: 3/4"=1'-0" S3 SCALE:B/4"`I•-0' SEE A/S3/J/S6 JF`r,:;�''T" `L 8" FOR REINF. INFO, 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. KM SCALE:3/4"=1'-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS S TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M OO ZGRADEn TTi 0J III • z= II Uj - w E=aww --III wcn= 8 o z z III_! —,III '. f -_I 1 -05 I IIII I_ ua1 FOOTING J U BEYOND '; PAD REINFORCEMENT —/ - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O ` N Ct7 q Z d� W a .= N m O .... N d CJ J Q N � 2 d r ,✓ a ; m i0 y ao � d` C cm N G a w °`s°01111i111f// N - Cl vp n �: •�� n •� el, w FF LO ON N\`\` To the best of the Engineers knowledge, information and belief, the structural plans and specificatlons contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o 04N p ti � I § J 0 d) Q � C,O ik LL ej m Z JLLIy W swan o m _. LLW 0 N Z d J k N OU � N = W pp 0� z z a � M Fa w — O � c LL J Fa V U c 0 o M o EO S° z® E N 8 W °. z t� ro Q ro �g ;vS ro m= 0 z7n� sW c� • Z W�3 � J CID >M O rn �o 0) co C T CU O Cr O U) CV c LO m O N //�• Q CD E m7 O ch N N r— z° a E U L ?: c Q p JOB NO: 22-12358 SCALE : AS NOTED SHEET NO. S3 (MONO)