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L _ I - 1 --I - i 1 I _ i I 1!I' CP W I O i Of -.0- N 0 0 J 0 (V to O I N M cV 0 v (n 0 3 iJ a M CD i SL E O v J i 0 f M 0 <n LO 0 0 a C1 04 u7 LO Cn d 0 W s m 0 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 & , 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 A SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM -� I=I L=I m 1=III—I 11=J -� I —I 11-11 I I ° I III —I 11=L�' D7158-CLASS G or H, or ASTM I_T f I —I 11=� ; • 1-1 11=111=1 �I D3161-CLASS F, IN 'I-11� 12 ACCORDANCE w/ TABLE "I=1 I I=11 �� 1=111-111=1 I �j I 111-111=� '-1 I I III —III —I 11=1 I I I I 11=1 i' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING -1I �� 111� �I II 111 11 I i 111�-1' CODE 7TH EDITION (2020) 8„ Ig,r RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING _1�11 /_ FRAMING SHEET FOR 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v (V a 0 _ _ r ° -�— - Z 00 Cl) 0 — _ - 6 MIL VAPOR o BARRIER _z D • � — r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR M: �— ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 114" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK SEE 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS Pz • -;iI 4" 00 f .I� SEE A/S3 OR J/S6 —`I I I I I I, I 1 I I= 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. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. 5/8"OR 1/2" HIGH STRENGTH ` `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR /$ GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH _� (OR 5/" 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. NNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ IL2x (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/ BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION 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.) 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" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" A.F.F. c� (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24„ O.C.) 2„ 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 2� 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ELEV. 4.31/2" z �31/2"MIN. �31/2"MIN. A.F.F. p ° C / L cli- , b ° .. ° �1� 1/2"(min.)- 4" o Dc 9 00 —I — I T °O 1Tf 3 1/2"(min. - 4" I I —I1 — ' • —ko- —TIL — 1) "(min.) - 4"-1�1�-1 �' 1T( 1_Tl�r� I �� — I—_ (2) #5 CONT. ITT�T I '—' (2) #5 CONT. 4 4" 1.41, 8„ TT7 Trt rrT„ U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL (@ STEP 0) SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" C'Z SCALE:3/4"=V-0" tv" - �.� T��S�GUP� ens 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M O s �coN� U INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 tv LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (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 t" SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z M D —_ o o FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] g = °O 6 MIL VAPOR BARRIER —� P ° ° 1== 11— TaI—, OF R 1 7/8" #5 REINFORCING BAR Z T I 1 I 1TTI T-T T #5 LAP SPLICE 2 • COMP. SOIL. (COMPACTED TO —I o 95% MODIFIED PROCTOR ASTM I —- D1557)r��r— �rrT j 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 'v GRADE 00 a • .Q = ICI —ICI IEI—ICI—I _ — -(1) #5 REBAR w/ OPT. 1=1 I—ITi-1Ti— I I �ITi— 1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 I Ilk '= .. BLOCK WALL BEYOND O.H.D. RECESS LN 4. I [U- "- 00 SEEA/S30RJ/S6J -ll ,I I Ali ,,, II,IIIiI- FOR REINF. INFO. L 3" MIN. CLEARANCE V-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. 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 0'-0" J CONT. BEAD SEALP& .a Q INTERIOR -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a 00 c 1— M 6 MIL VAPOR BARRIER 4" 1 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W 0 U a. rA Li 7k—I I a 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & G ..M CONNECTION INFO K I I I 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ g 7/16" I MIN 7/16" O.S.B. SHEATHING O.S.B. Z ATTACHED PER NAILING w SCHEDULE COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 14'0" 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 —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 FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 t o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH r,,Uj a ° BRICK PAVERS or SLAB PER p 0'-0" FIN. FLR.� I'll - COMMUNITY SPECS 7_11� J [=1TI—iT[=1 1=1TI QJOOJ� � , ��OJOo00o.� TION TAPERED COLUMN FRA I GKCD'12 1/2"(min.)- 4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 r, . (2) #5 CONT. =1 I ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1,4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 --` I g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS @ S.G.D. ( M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING, r ' 00 GRADE M w Z = W Q • W OLU wu = • • • • Z ILL O 0 C Mn Q FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N H Jw a, a O W it r o Q = Z; a �- C ` N 3 _? C is s' 3 i � •, 'a 4:2 a ``�1;tttltfti�Ear�r , ' ASF i Lo cQ FLOC •��' .� o. `` To the best of the Engineers 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 Engineers signature and seal. 0 W E III-� N� o N 6 rT Y/ ti J di M ft LL V Q C J Ji uj LL ii o JLL ul Z —v°' ° L2- Z N Q J LL W �� 0 N 0 oU U o Z W ❑ ❑ V M � O O z Q r1 N � o LL, � A V O w o c� v w � — E � L w U o r u, — O N � see o z z �a os >12 <a E p OV oa o E o &a �o oz a <Z t g n3 Z =y 0 o° Z m �o Of QOU �w aQ =IQ ao o� �O 0 = > CM °' m 0 00— co L.f) : r LO Q Cr CID T W0 °—__}+ N m ,it 'LO N .� rn o LO N Q � T_ LO W m w cM T � o Z Z CIOL0 E T ICU c 11 U J Q CC J JOB NO: 23-06120 SCALE : AS NOTED SHEET NO. S3 (MONO)