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Y V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 T-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. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ASTM . I I I_I I I III I I. I I- r D7158-CLASS G or H, or ASTM TI=I I I -I I —1 I I=� o • _III—III—1 I —) I-1_Ir--�-1 D3161-CLASS F, IN ' I I �-1 I F I IM 12 ACCORDANCE w/ TABLE .I III=1 1=1 I 1=1 I 1=I 1=I I= 1=1 I —I 11=1 11=_I I t (TYP.) ( ) VARIES R905.2.6.1, FLORIDA BUILDING -III -1I I III( I II CODE 7TH EDITION (2020) 111 I RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE 3/4"=1'-0" FI FV \/ARIFS/Ai 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"&'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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 W Q_NOTE:EXTEND W1AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � 00 o _ 6 MIL VAPOR BARRIER 4 — COMP. SOIL(( (COMPACTED TO 95% I If=ITT= TTf MODIFIED PROCTOR III I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) CHAIRS TYP. STD, 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. U DETAIL) TYPICAL WALL SECTION K�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 O.H.D. RECESS � z co AA A. „ — - 4 11=� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (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. 01) 7/r �r 5/8"ORj (2" HIGH STRENGTH @ TRUSS BOTTOM CHORD 0) 2x4 #2 SPF s TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (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"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 wl 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/ Zx BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" 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 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS :IF2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' ELEV. 0'-0" OIL (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 x x @ 24" O.C.) 2" 6 W1.4 W1.4 ATTACHMENTS " 6 x 6 W1.4 x Wi.4 WWF OR FIBERMESH —'� / WWF OR FIBERMESH ° ELEV. 4-3 1/2' Z 31/2" MIN. 31/2" MIN. \ / a ` A.F.F. ° 2x4 CONT. tL _ o ° ° �3112"(min.)- 4" p ° 9 I1=11 3 /2"(min.)CN I IIIhL` I t-3mGARAGE DEPTH VARIES 1/2"(min.)- 00 V 00 �.111 III—iT=1 M (2) #5 CONT. T(2) #5 CONT. 4" -4 8 GARAGE SLAB AT STEPrBU.N.O.ALMIN.TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL @ CC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 Gps GO10NU��l _\04GU�� 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING Qcs 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 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 NOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT °� 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR [24" MIN. LAP] SPACE ANCHOR 20" MIN. LAP 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH o ENDS 2MAXPIFAROM w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR TYP. "' 2x P.T. PLATE c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR t•'•' u ASSUMED FINISHED i n d GRADE 40 MIN. Fy= 40ksi GRADE N _z #3 & #4 LAP SPLICE _ a a . ° 'D - GRADE 60 MIN. F - 60ksi] N II re Z M _ o FINISH GRADE o0 2 25" MIN. LAP 30" MIN. LAP I y 0- D MONO OR STEMWALL :o. [ ] � I I I� o FOOTING MONO SHOWN I I - w FOR CLARITY _ °O 6 MIL VAPOR BARRIER I I e ° =aI I=_ O° R 1 7/8"co I —III —III—, #5 REINFORCING BAR 1I III o I Irr I ITT-- r�� T T #5 sPucE �aP SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° a GRADE 00IE • =(1) #5 REBAR w/ OPT. T=III=1I1=111= 11= I 1=1Tf= I1=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS v T � M ° .°. .. _ -1 III ...•.. .. - d I 00 SEE A/S3 OR J/S6 I -I�I 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. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB �01_01,0 CONT. BEAD SEALANT a Q ° INTERIOR 4. -31 /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 ib E - M 6 MIL VAPOR T_ �'�I Ij=�I BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN, (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w 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 16/01 FOR w/ 1/4"xT TAPCONS AT 8" COLUMN TO PORCH SILL 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 _Tg INSULATION PER CHART Z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w I.- SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) WWF OR FIBERMESH co a ° BRICK PAVERS or SLAB PER 11-i—Tr COMMUNITY SPECS 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 �* D —III—III—III- � TI=T�=TI=' r (2) #5 CONT. =1 I ,= I I I F,9 ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �7 I WWF OR FIBERMESH SEE A/S3/J/S6 � T;rr�r r �-�' 8„ FOR REINF. INFO. 1 1 l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M Z GRADE ° J _ n• - - __ Z = W F- W Z LL U CO �Q - FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(*�N SCALE: N.T.S. �3_ � M4. an >4 to R etA - a �c .C-4� d d CCd°'� 03 CD CD »a M 0 fV 0 o a' No t;;.,I _ . • s .r� , f^ kb 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. a) a WIN 0 V C CS, j�00 ID n U)Mv� H a =� ar LL LL W _j ' n. f� Z W Y = Mv 0. Oi o o ] (O N W Z LL 00 0 m w NZ Q LO CO ZN < = 0 O U 6 W a❑ N o 00 ID � o J V) 1 M '�n b O ,n1 W V LL 4-,— �'u -. 0 La t o J wiL_U ) y 0 ti o W co M 0, r� z Q r.i o.. � � Uco zo z 'zo Oa f-, gOV ()O O � C1 ❑ CO L o GO az a z c w� m z M a� 1z g� cn a 0< LL a N� O m a 0 F r M ¢ F a 0 �O 0 = 00 Cfl co Ln r � N 0- LO _ Q Cr O N �/J m 0 J ~ }' O LL [�co04 m C� O L� N <( O 04 r E I= c LO 0 z N z N E FLU J Q J JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. S3 (MONO)