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I I I I I I I I �V I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I 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 .) (OR 9/8" GYP. BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE 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 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. FOR UNDERLAYMENT 10'-0" R302.11) @16" O.C. W/ (2) ( 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT 2"°x3/16" PLATE WASHER @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS (TYP.) 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" PRE ENGINEERED WOOD APPLICABLE. z d 3/8' MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE @ 24" O.C.)INSULATION ANCHOR PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. „ " 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 0/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY' , ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE ,c E = „° „ „ „ IMPSON SP1 w/ (10) 10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH M M � �� 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 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. /8"x � O.C.OR C 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4 IN LUDE THE WALL INCLUDE � i!, � 6 x 6 W1.4 x W1.4 o ° a _ SHINGLE ROOF, SHINGLES TO 0 ) WWF OR FIBERMESH CH ATTACHMENTS �� 2 �� WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D _ - — ' — I — 4 D �(-- T ELEV. -0-31/2 ? o 31/2"MIN. 31/2" MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN T( _ — ; _ '� — ° — 2x4 CONT. A.F.F. O w ° 1 a 12 ACCORDANCE w/ TABLE - I I— — —IPIF N �31/2"(min.)- 4" o " T�j r 1/2"(min.)-(TYp,) — — — r \ R905.2.6.1, FLORIDA BUILDING =�� I I O0 ,� ° • -1 VARIES CODE 7TH EDITION (2020) - I _ GARAGE DEPTH VARIES 31/2"(min. - 4" _ _— I /2"(m n) - 4" RESIDENTIAL 8 -' —ONI II I ROOF SHEATHING -SEE I _ — — =� (2) #5 CONT. (2) #5 CONT. rr�;� 8" INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4„1,_48, 4„ FRAMING SHEET FOR U.N.O. MIN. U.N.O. • SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL a@ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE Nj\N�oos BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS @ 7" O.C.SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUDS @ 16" O/C s „ CEILING & 8 O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�NI�O �o �� 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY coN 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I � 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ VALE N INTERVALS INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11 ) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR C., G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3l16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR I I (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 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 I *SIMPSON SP1 I I (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL w/ (10) 10d NAILS iv SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR Q ^ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FINISH TYP. � I 2x P.T. PLATE � PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. ; ; I ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 t> e r GRADE r P. n ;, �— — — _ ' z GRADE #3 & #4 LAP SPLICE 40 MIN. F- 40ksi a v- a _ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL � •' o — — _ _ � — FINISH GRADE [GRADE 25"MIN. LAP [30"MIN. LAP] 60 MIN. Fv- 60ksi] a W _ —� L L p 4 I ;III IIHI I D II I II � I I� III; (SEE FOUNDATION PLAN FOOTING MONO SHOWN FOR CLARITY - °O — 6 MIL VAPOR BARRIER — I' P _ - ° _= 00 LU 1 I FOR LOCATIONS) -_=, z I �_( �(_�( �, z #5 REINFORCING BAR R 7/8 t II I 11=1 I I I I I- 1x4 P.T. BASE NAILER 4"x4" INSPECTION 2 • — — '' 1 I 1 � #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL O T COMP. SOIL. COMPACTED TO ° ° ( ��T� 111 36" MIN. LAP [36" MIN. LAP] ON T' CHAIRS 8 1141, " 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM �T TIT T�T TIT= T��1111� TF 10" (TYP.) MIN PSI MAY VARY PER ch AT GARAGE CONTRACTOR - - - - D1557 --rrr rR ) 4" 1'-4" rrr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - #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 F WALL w/ UPLIFT rG w1.4XW1.4 WWF OR _FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE _ ._ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 ° - Z 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARI 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM (D SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR — ? ,' min. 4" 10d NAILS TO TRUSS TOP CHORD O FOR TRUSS BARRIER —I /r 1 p D n1 a - a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO a . COMP. SOIL. ° d O0 = — — _ — _ —_ — — — rr�rrR TOP OF BEAM & LAYOUT DESIGN — — — ( COMPACTED TO 95% — _— _ _ _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN A CV it c — — ". a MODIFIED PROCTOR I _ _ — — S E NCLOSURE (2) HTS20 STRUCTURAL 00 ASTM D1557)I�T7-�' I BEEAM SIZE N a 3" MIN. CLR. (2) #5 REBAR CONT. - 4' - t I. j. � CONNECTION INFO _ _ M � • - ON 3" CHAIRS TYP. 1-4 (1 STORY) STD. 90 HOOK (SEE MIN. — — U.N.O. 4" V-8" (2 STORY) DETAIL ) 2x4 P.T. W PLATE 2x4 #2 SYP P.T. FRAMING w/ T I 716" MIN 7/16" O.S.B. SHEATHING 8 INF/INFO. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L o.s.5. Z ATTACHED PER NAILING FOR RESEE SCALE: 3/4"=V-0" S3 SCALE: S3 w Q SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2" HOLD GYP. BD. � w COLUMN SIZE AND BASE rM 1/2" FROM SLAB � CONNECTION INFO. SLAB STEP &RECESS S.G.D. 0.0.1 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND Q •.. DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND : �. •.: ' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. • SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE I PAVERS / DRIVEWAY EXPANSION JOINT ^ a: j .a 31/2" COLUMN TO PORCH SILL TAPCONS AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ .. •` GARAGE ATTACHMENTS & 18/D1 AT 8' O.C. pAD�00TINGWALL I I PAVERS z r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"0.C. c _ TO FOUNDATION PAD 9, d • `' •- • . ,:.: �: `. • ' STAGGERED, FROM BOTTOM CONCRETE INSULATION PER CHART ON FLOOR PLAN Z O SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN I I MAT REINFORCING. T ' CONT. FOOTING STEEL I I I _ I I 111=1 11= __ I -. .% '' t. _ I— I PLATE TO ^ w F- Cl) 00 z GRADE • .` .. — - _� — •` •.. .: _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT E Q > w/ MIN. (2) #5 VERTICALS > _j . . 4" = I ♦ ' I I °� — _� — • '• : 4"I oo '' TENSION 120#) CONCRETE SLAB _ 6 6 W1.4 W1.4 w FILLED SOLID (SEE PLAN FOR _ .. �� _ m x x N SIZE AND REINFORCEMENT) c� J • •.:. I .I —I 'y +•� _ : — - "�+ _ - °° �_ '- WWF OR FIBERMESH M z w o owcwnw v _ — I I I a BRICK PAVERS or B PER O o • • • • __ • • SEE A/S3 OR J/S6 III III , , I , I tI I ♦ . : SEE A/S3 OR J/S6 - 7r1 �� �' I I I _ M 6 MIL POR -= -_ I I I I II1=1I I I 0'-0" FIN. FLR. - — - - - — COMMUNITY SPECS - - w U M - w FOOTING FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCEI BARRIER I I I I III --III 111 I- - BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) t �I I I�--III I :: ' ti _•r.:' • ' '..; PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8' 2 STOR ( ) 1-8' 2 ST RY ( ) 4 4 `.• + • •'• A6 : • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH , .! . • ••. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING KG12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0) r O 0 CIO _ -- X N .i ® C" C C: T co =3- Q Q- lU _ = = LLI GJ'i � �� .f• 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. FW o E G a � N u7 N # U5 y Y/ a ej CM 0 4, LL. m LL ti LL W z Lu IS o S fad 0 04 (O WC/5 m w z IL W) CN M Z Q IJ- — a 04 — OU L Z W ❑❑ U 0 z z n a d � N N z 10 4 � Lu � U OL. g � c U 6 w J E xl _ Z U ' c m N 0 • = 0 m O ° z M O z � z >2 a E O oa W CU pz 0° 0 oz Z O E O f0 ap as az �w d Y o� z Z C Q) �n v y F Z �zo <^ ga Z Q w az �w W U � az__ CDMj O oK 0— za U3 0 1--• a� rn N <6 M _ c O M 0— Y _ C m O 00 O N � E— +:3,+ O N rn Cfl Q CU to LID 00 T E m o z E O E y ID a U J :3 Q 0 J JOB NO: 22-06595-06588 SCALE : AS NOTED SHEET NO. S3 (MONO)