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v+ 3 -o I cV i v 7 v- 0 Q r cV I 0 cJ 0 J 0 I\ 0 I r CD 0 I M CD I 10 i N v v O 4 cV cV 0 J L0 0 I r- L0 C) 0 I M F_ v v cn 0 0 Q jC 0 Q M O v Q W 0 v i 0 0 U J v Lz: th 0 to 0 0 0 a- r") cJ 0 to 0 0 Y 0 U-i Cn m -n Cn Cv ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 INSULATION PER —� CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL I I I I I I I I I I I I 70 I I I I I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CNbRD OR 2x4 #2 SPF I I 5/8"OR 1/2" HIGH STRENGTH I I TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR %" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIM SON SP2 / TOP PLATE 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 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 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° . BE IN ACCORDANCE w/ ASTM 111=T TTf I D 11IZ 1T=III—' D7158-CLASS G or H, or ASTM I I-1 I I=J=1 I I = D •-1 -I I -I 1=1' D3161-CLASS F, IN 2x4 CONT7 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) GARAGE DEPTH VARIES RESIDENTIAL I ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LLI a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E Nd' D W 6MILVAPOR BARRIER � , D A II I I D I1= COMP. SOIL. IT" (COMPACTED TO 95% = I I I I =1 TI MODIFIED PROCTOR I I I Ti 1= 11 ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" 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" = 1'-0" 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z M � 4„ I - 6. pQ ..a 11111 T SEE A/S3 0R J/S6 J'Illl l I II i I I„ llir FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I I GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD 1 #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I 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 (6) 1 /4"x3 1/4" TAPCONS *SIMPSON SP1 1 1 SPACED EVENLY w/ (10) 10d NAILS �, 2x P.T. PLATE TYP I ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN = FOR CLARITY 00 z NOTE: *FOR BEARING WALL - - N - W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00.1 _ _ _ • ,a = I(T—IIr—I�t—IIf-1 (1) #5 REBAR w/ OPT. T TT==1I1= I1= I 11=1Tf=11:IT-- ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v A �.. M TI4n °O I'llllllllllr- =1 I —I I III-' SEE A/S3 0R J/S6--- -I I11 III it l l III F,—I r- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P w (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 1;2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 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 3/8I MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 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 2"'0116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS — /2" 6 x 6 W1.4 x W1.4 ELEV. 4-3 1/2" @ 24" O.C.) WWF OR FIBERMESH �/ WWF OR FIBERMESH z �31/2"MIN. �31/2"MIN. A.F.F. p U_ 1/2"(min.)-4 IIITl�—I I f I I -I I=17f1�7�17�1 1 T�I-1�f1- _ n-4. N ° �II _ III —it —IT— = 11min- 4" min 1/2"(=I I_1—III I 11I II-=iI(2) #5 CONT. = III-1I (2) #5 CONT. IIIItIy418 B U.N.O. MIN. C MIN TYPICAL BEARING WALL an STEP (@/ TYPICAL BEARING WALL SHEARWALL C @ STEP rc C 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" PAS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x INSULATION PER FBC AND ENERGY coy' FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH , WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE — _ D . D M III —lit — :D D FINISH GRADE w [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] t.111— fl —III 6 MIL VAPOR BARRIER —I I I I I D ° I I I 11 —1 ff= I =1 __ 00 T �_=. #5 REINFORCING BAR R 1 7/8" TI III D : I.�.111T T—T'- III I III II-_ T M #�, I AP API Ir'.F —i —I COMP. SOIL. (COMPACTED TO III • D - I -I I_ 95% MODIFIED PROCTOR ASTM D1557) MIII�I111l�l�l�f1111�,ulif,��_1 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V_0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALANT ` . a INTERIOR a . a 4. -3 1/2" a a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ � a N M 6 MIL VAPOR BARRIER j,/ = ' =,I I II I II I II I I� 11111_, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D J Cn LU =1I1=1I1=III cn I I ''�I I ILI I I I II I I� I D•° (2) #5 CONT. ON 3" CHAIRS 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 III IIII---IIIT=' r (TYP.) 8" 1.4„ 8" I Ix 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS ram; ' AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR _ _ - & LAYOUT DESIGN a - TOP OF BEAM 111111� N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL -T - - -- - a G a r, ,I�, ,T, a I = _ -; BEAM SIZE & _E 1 r ' T ° III 11 CONNECTION INFO M = I 2x4 #2 #2 SYP P.T. FRAMING w/ = - '- MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 +- 811 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE W ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION I J COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=1'-0" SEE DETAIL 16/D1 FOR I w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND GARAGE O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I 1 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c - TO FOUNDATION PAD -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. �' ' ON FLOOR PLAN w - SIZE VARIES PER PLAN M _-CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS C GRADE �, > � FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 , w SIZE AND REINFORCEMENT) 0 � • WWF OR FIBERMESH M co z w o v a BRICK PAVERS or SLAB PER p o "' _ - • •' • • _ z a - - - - _COMMUNITY SPECS " "' 0'-0" FIN. FLR. :IIIIIII III=III=III=III=1I1= FOOTING _ BEYOND +. _...•. PAD REINFORCEMENT 3" MIN. CLEARANCE :�.•'� .y :; SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING KCD�12 PATIO COLUMN FTG. DETAIL KN S ^ SCALE: 3/4" = 1'-0" SCALE: N.T.S. S3 rPa - eC= C, 0 d r' LJJ vl� ®, �$m>4 .r o L6 N CO ® >- .N o R CC: W CC i> C CJ - o o � E 0 0 a v c IJ Y �' ,« (� 06 -ttj _ °e { ° ram`\ Z Cs F °�i„ .. ICE' 01""ESS10;3P� a�\� 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. W ww � o Oco(0)Co r J CC)LL� o � ` LL Lu W H 2 JI �1 13 � E o o pym mWQ D C) � _' WHZo 05 cz ZCo x O IL W Z UrhU Oz ❑❑❑ W M N M 0 0 Q M N z _ Q) 0 � U O c� ry w c) LLJ U p N • � o J z w cl� M z o o z Q EE o�< p zp 1� � 20 Uo o E a o� �a .� r w� o wz �z �- �B -6 C ao z'a �¢ O U wo a� Z 2: 3 <° 0< zz W rn T O <0 '0 N W m w I- �� Q a¢ }O M C 5 d ,�- Ov 2O 0 > 00 U co � rn N N � >` r CN M co L.L a r C'V T N /-1 E V � 00 o co �'n^ U v! O m oo CV 4-1 00 F— 0 c0 I.c� M Lf� � co CV CV Ito O LO 1 M j6 L o Z M Z E O a E U _j ¢ 0 _j JOB NO: 23-05735-05740 SCALE : AS NOTED SHEET NO. S3 (MONO) q