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c w rh CID 0 J tv II QN O E 124 0 C i 2 i U 7 I A Ez 0 O a N N A s ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17 P') VARIES INSU 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 V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N,O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @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"°x3/16" PLATE WASHER ITYP.) NOT EXCEEDING 10'-0" R302.11) 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 - L - - - - 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. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ` - _ ,, „„ „ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" N 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE 6 x 6 W1.4 x W1.4 7*4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS TYP. i�4 WWF OR FIBERMESH Cl) `' ELEV. 0'-0"OIL ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ( @ 2x P.T. BOTTOM PLATE MOISTURE BARRIER ° • O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" 0 C) 211 x 6 W1,4 x W1,4 ATTA MENTS 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO A F OR FIBERMESH WWF R FIBERMESH �„ BE IN ACCORDANCE w/ ASTM - - o. " - _ <� „ ? 31/2"MIN. WWF 31/2"MIN. 0 -� - I � . � '' . � 4 � _ ELEV.-0-31/2 D7158-CLASS G or H, or ASTM � I I - • ' D3161-CLASS F, IN - I ° 2x4 CONT. A.F.F. S ACCORDANCE w/ TABLE Tr • 1/2"(min.)- 4" N —� 1/2"(min.)- 4" z1 I I IIFII I I N oo o p °' • � o ° R905.2.6.1, FLORIDA BUILDING _ _ _ - CODE 7TH EDITION (2020) 8„ i _ II I I GARAGE DEPTH VARIES 31/2"(min.)-4" 31/2"(min.) -4"- RESIDENTIAL ROOF SHEATHING - SEE - - - - - - - SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT.9 4„ m ,4„ m 8,r (2) #5 CONT. FRAMING SHEET FOR U.N.O. MIN. U.N.O. SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL" STEP CC ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" 1/2" 5/8" OR HIGH----------' IGH ALUMINUM DRIP STRENGTH CEILING IIVEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 17 N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT, CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ce) 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 s� 1 • , L ° 6 MIL VAPOR ° - z BARRIER _ D COMP. SOIL. ► (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK SEE U.N.O. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � Z 4„ T .y . SEE A/S3 OR J/S6 Wr FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) IIIV-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. GOe" L� OS�G�pE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q SSE NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.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 1� oxNl 6 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coy' 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /" INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR �. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ 10) 1/2" GYP, WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "* ",, „ "* METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. ( SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16' BOLT INFO. 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 " WALL SEE GG/S3) 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 MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# (6) 1/4"x3 1/4" TAPCONS � ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ 10 10d NAILS FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1,4 x W1.4 N ( ) 2x P.T. PLATE WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v o ° Y o GRADE 40 MIN. F- 40ksi � GRADE N -- - ° D z #3 & #4 LAP SPLICE a e — z ° FINISH GRADE O0 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] a _ 4 MONO OR STEMWALL o a. r FOOTING MONO SHOWN w o - FOR CLARITY °O 6 MIL VAPOR BARRIER n• ° - R 1 7/8" - ° #5 REINFORCING BAR n • ° _ - #5 LAP SPLICE NOTE: - - (2) #5 CONT. it — o 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS • *FOR BEARING WALL =i COMP. SOIL. (COMPACTED TO 8 1-4 8 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T� 10" (TYP.) D1557) - 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. SCALE: 3/4 -1-0" SLAB INFORMATION. SLAB INFORMATION.�,S3.,)S3 6x6W1.4xW1.4 WWF • • . T ■ 0 .,r 11'I�1:I�.II 11_I"r.. �ll,�ll. II�11 11 -a11�1�1��1I'EIl�lhll _ • MIN. TYPICAL THICKENED SLAB EDGE KOT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS A. OP e � A _ SEE A/S3 OR J/S6 -I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh • . •. INTERIOR a. d • -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 E � Tim 6 MIL VAPOR BARRIER _ FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1!2" RECESS FOR VARIES WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS ° AT 24" O.C. MAX. SEE PLAN FOR " " CONNECTION INFO TOP OF BEAM " " & LAYOUT DESIGN s c SEE ROOF PLAN c n °, ' ° v a r- -I ci (2) HTS20 FOR STRUCTURAL "' BEAM SIZE & 4' ' CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w i- SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL > 4 SEE PLAN FOR STRUCTURAL SLAB INFORMATION •y w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS °`'1 GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18ID1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD �. - INSULATION PER CHART z O SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN CONT. BEAD SEALANT w SIZE VARIES PER PLAN r� G —j ¢ w/ MIN. (2) #5 VERTICALS Uj FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `I E w SIZE AND REINFORCEMENT) 0 - �� • '- WWF OR FIBERMESH �, Cl)? w o ��`;�' :`� U BRICK PAVERS or SLAB PER parT o `n = • • • • . z 0,-0„ FIN. FLR. COMMUNITY SPECS `� _ -- - , ;�I`-'- FOOTING j BEYOND ...• . r PAD REINFORCEMENT 3" MIN. CLEARANCE v ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ` #" ■. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/1 S3 SCALE:3/4•-'-0 SCALE: N.T.S. S3 o > 0 N O �* N N m X V- �. _ Q O (a N (� -0 C a_ cn a (n a� N C : E f- M fn O C, y�r C U ._ > W • `\��EEttifiiffdlF�.f f e / '11,' O'er E 1 O S S \ �, ' �f'00" 1111111110\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. %k OO N Q$� �p •/ C,4 a� u- ; a a � U.LL a o0S Z mg pIx W il CP _j a CIS& 0 't' u) M z J 1 O ILL N h OU Z W ❑❑❑ 0 z � z � z _ - N z O o � �N 'U g —� O N fp �- U '. w i �Q ¢ N ce o° 1iC, a EE E CL � r� Zp oa o E o N sayo 40 O WZ a� Cx a iLL zN - Cq J �o <� >W Z 3 sZ ao JU 2 W Uo �k ww A ~ iiO§ 0 121 > 11� J O rn � M r T CL (0 s CO CIO N C:) LO T Z z a E 'ttt�llljjj; Ei v ¢ o JOB NO: 22-02353 SCALE : AS NOTED SHEET NO. S3 (MONO)