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-1v/r 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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 2 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 TOP PLATE SIMPSON SP2 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 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION 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 "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"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 IE 1:° ° o @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH Q a° ° a s 4 ELEV. -0'-31/2" Z �31/2"MIN. --- -31/2"MIN. A.F.F. / 4 `!J0 o p ° a a ° ° 2x4 CONT. Q LL 1 n ° a a a -.- D ° o �•° - _- II b o �1/2"(min.)- 4" ' 1/2"(m44 ° = Is a N s 00 31/2 31/2"(min.)- 4"GARAGE DEPTH VARIES �- _=III— a a a g ° ° z -I I -III Tf I -I 11-TT�f -Tlf 11 I-1 I f 1' - `-lam 7_TI T(=1 TLI T7- �I I , .i II � IT, � l�� 4I'll I � � •1-�- (2) #5 CUNT. 4" 1'-4" 8" (2) #5 CONT. N. GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MI TYPICAL BEARING WALL STEP SHEARWALL C C STEP rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 "Ie'D x°ps W/A HABITABLE ROOM 12" N.O. �t OS�CVRO 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t�E . ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N��o s LOAD BEARING OR INSULATION PER FBC AND ENERGY' ��N 2x BLOCKING HORIZONTALLY 8"x8"X16" KNOCK -OUT @ INSULATION PER BLOCK W/ N CONT. KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR R302 0" IN FILLED CELL 10' . -(.11) ADDITIONAL INFORMATION 1/2"GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR #5 VERT N LAYERS W/ TOTAL THICKNESS 7/8" OVER NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS SIMPSON SP1 w/ {10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) " OCVERTOR 5/8"DIA, EXPANSION BOLT @24 .. . PLATE WASHER TYPICAL " TYPE 'IS" MORTAR (1F NO UP LIFT ON @ 24 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1 A WWF OR [ 3500#, MIN. TENSION 2600#) () 20" MIN. LAP 24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N a_ ARCHITECTURAL w/(10) 10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH '- .fa ;' 2x P.T. PLATE fl r, v EFINISH TYP. `- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w u ° 1x2 PT WD FURRING @ 24' O.C. ASSUMED FINISHED ' i o. GRADE 40 MIN. Fy= 40ksi a e E GRADE `I - e z #3 & #4 LAP SPLICE � 1/2" GYPSUM WALLBOARD T ' FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a - J! o U.N.O. (1)#5 VERT. IN FILL MONO OR STEMWALL ° ? M — — _ :p . D 25"MIN. LAP [30"MIN. LAP] Q I- 1 f(f— CELLS(SEE FOOTING MONO SHOWN b-=1 I I _ _ - W T I I I (_) ' I =1 I I={ 11=1 Uj FOUNDATION PLAN FOR CLARITY D _ ___ °O 6 MIL VAPOR BARRIER I I p ° ((=�-I -I I - °r° R 1 7/8" "' FOR LOCATIONS) _ I �=� #5 REINFORCING BAR I-1 I I -III III=III I I I-i p � iv ? 1x4 P.T. BASE NAILER D D ° °D III=1I I=III-III-III=III- I .i I III-17�-- #5 LAP SPLICE 2 #5 CONT. =11i„ Tj1„ 4°x4"INSPECTION ° ° Do ° I= =1 11=1 1=1 =� i I I I=1 I III-T_ O - NOTE: _ _ III-IT_I 36 MIN. LAP [36 MIN. LAP] ON 3 CHAIRS 8„ 1"� 8t, 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g -III-III -III-III- I I ; `�' COMP. SOIL. (COMPACTED TO _° ° FILLED CELL TYPICAL I= i -1 I III III 95%MODIFIED PROCTOR ASTM I �= I= 10" (�P') W/ UPLIFT ONLY _ _ fi MIN. 250o PSI Colvc. SLAB III=III=III=1 j I=III=III=III=III=III=1 =1 I =1 I=I I I=I I I=I I -I D1557 LI L i I 1=, I I I� �I I ch AT GARAGE CONTRACTOR _ _ _ _ _ _ _ ) - #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) =1 I I=I I I=I I I=I I I=III=III=III=III=III=I 1=I I I -I I -I I I=I 11 4" 1'-4" TO CUT BLOCK OR POUR "-I-III-III--) -III-III-I 1=III-III-� I -III= MUNICIPALITY. CURB DUE TO SLOPE —I—I I— #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.+ WWF OR - "FIBERMESH" DECO FINISH 4" to 6° SCALE: 3 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 6x6W1.4xW1.4 M ° °Q 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR Ml BARRIER ; a - T min.) 4"---,a a a COMP. SOIL. ° O0 (COMPACTED TO 95% - - MODIFIED PROCTOR ASTM D1557) 7 -II_ III I 3" MIN. CLR. _ (2) #5 REBAR CONT. 11 -Y" (1 STORY) 4 STD. 90 HOOK (SEE ON 3" CHAIRS TYP. L4-1'-8" (2 STORY) DETAILU.N.O.) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5'2" DEEP AND 6" BEYOND 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P,T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE _ FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. =1 I III=1 . a I I� I -III-III- 4 HURRICANE ANCHOR @ EACH* - TRUSS (SEE UPLIFT SCHED.) W/ Itt I C11 II �J I I II I I=) I I 12 METAL PL. UNDER EA. TRUSS 111=I 1=I 11=I I -III-1 11=I 11=I I I=III=I I TYP. MOISTURE BARRIER -III I I=III=_LI=III I I I=I I 11=I (TYP.) VARIES 8 I I I, � II I l i iI � I 1 Il �I 11 11" SHINGLE ROOF , ROOF SHEATHING - SEE INSULArlON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-01, 53 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP TYPE "X" @ GARAGE S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. SLAB INFORMATION. 53 SCALE: 3/4"=1'-0" 53 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) GRADE AT 24" O.C. MAX. x „ x FOR TRUSS - a SEE PLAN FOR NECTION INFO �� TOP OF BEAM X x CON&LAYOUT DESIGN M d • N I ice, rIL�T r \R w/ OPT. SEE ROOF PLAN c - - - a; : ° NCLOSURE (2) HTS20 FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 PT 2x 1/2" GYP. BD. .. 1 .7 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 010.1 -- J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: . " INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS CONCRETE SLAB 14' 13" �. ° : 31 GARAGE COLUMN TO PORCH SILL MASONRY WALL AND PAVERS O.H.D. RECESS z O.H.D. RECESS E ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING ° FOR COLUMN TO BEAM M � .. ... .. 7_T A. 4' jII I :" •� III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS M W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. °� TO FOUNDATION PAD Cl) •' .'.�" �' ''' �. STAGGERED, FROM BOTTOM INSULATION PER CHART ON FLOOR PLAN SQUACMU BLOCK BASE, SIZE VARIES PER PLAN MAT REINFORCING. CONT. FOOTING STEEL r ' 11 PLATE TO CONCRETE CIO z - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E _ �; w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR o0 GRADE a ° _ fill- I'i 4 I ;II-6 7 .. -I - ` '- WWF OR FIBERMESH '- M z w = I III -I -III-III-III=III w 1=1 11=1I1=III Ii I I + 1 1 °° _ a ' TI-ITI= BRICK PAVERS or SLAB PER O W if Z 00 (=I ! r • ° Q -_- _-_ U- I- c' ( • I =_ - - - - „ r COMMUNITY SPECS - - - -I SEE A/S3 OR J/S6 -1 - i 1 I IF„I I, 1 I(,, 11; FOR REINF. INFO. 3" MIN. CLEARANCE 14(1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS rj-"� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. Cl) 6 MIL VAPOR -- I'� BARRIER - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 �r\\ram\ �� . _ �IOrr� � � • . • • • / /� i/iG✓r l✓rGy •- - FOOTINGLU -III III -III III-III=III III III=III- -III III=III-III �I I=1 l BEYOND PAD REINFORCEMENT -�-III-I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ' 7 l Q L LJIL S i _ U ®p' L r- � .......... �f��stf►f tt�.tZtlt�i 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 �E Co O M Q co Xk co ..I LL W M QN toti�° -jwa M V 6 Y c 3" a Z_ Zp �o O1 w W � 'Fa N WO a Z d a p Z N MZ W N Q Q 3 U pU U�y W ❑❑❑ N M 00 z o r V I V1 M z V v o U. c:1 rn �N W o � La , x C) o ¢ o • N dl W M w O a z g U- Q C wo o >N a N ® U W ¢Z� Z o� I— � O XU o¢ a p W o� a z 0 Qo Cn = y mo of Qj J O ¢ Q W z to 3 o < z a �W WLL w< >°_ o � V 50 aF °3 E2 > Ln L C CD D rY C° J co LL O o Al m U CD co o N CD M E c co Z m Z E zii� m a ci a o JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. S3 (MONO)