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12 (TYP.) P•) VARIES INSU 5/8" OR 1/2" HIGHS 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 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 & i @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH Cl) PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. r ° ; 4 HURRICANE ANCHOR @ EACH t> —' 71�r 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ T-Ii! 2"°016" PLATE WASHER (TYP.) Cl) ELEV. V-0" (ALT: 1/2"xl 2" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 211- ° ° X ELEV. -0'-31/2" .31/2" MIN.z a ° ° ° ° 4 2x4 CONT. p ° ° ° A.F.F. � . ° °° d = ° ° N z p I I° a ° ° 00 R .p RUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF LOCKING @ 12" O.C. w/ (2)12d TOE NAILS V (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS ACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT _ CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. __,---2"x (12)11 NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8-x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS / STEP, SIZE OF FOUNDATION AND P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /2x x 6 W1.4 x W1.4 INCLUDE THE WALL 2" WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH �31/2" MIN. ° 1/2"(min.)- 4" / ° °-►— 1/2"(min.)- 4" _ � Mm Il,�!1�1•�!Il�lll�ll�!Il;�+ll.�•11:�1�^••II:�!.II�II.IIt!11-11�11�.11,�•91�!'u�II��II'� --•11= 1FIIIR�-Iffll=11'.=911=11 .1166:;1=1C=11�11=11=:11=11 CONT. �''-Il�ll�ll 11 1�11 CONT. -11 = II�11?II.�1 • • �. .GARAGE SLAB AT STEP B, TYPICAL BEARING WALL C@ STEP (@ SHEARWALL TYPICAL BEARING WALL @ STEP ' ® "SHEAR WALL" SCALE: r 1 \\SID VPE SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4- (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 2K7 #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 5/8 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. x6JBOLTS BOLT "" "" BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " ( 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W! 3500#, MIN. TENSION 261 *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 z _ ARCHITECTURAL w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR ._ _ r 2x P.T. PLATE w END OF 2 x PLATE WWF OR FIBERMESH Cl) E FINISH TYP. c PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR p ° s : ° p . p GRADE 40 MIN. Fy740kSi � 1/2" GYPSUM WALLBOARD GRADE r ° z #3 & #4 LAP SPLICE GRADE 60 MIN. Fyt• °' z Cn ° FINISH GRADE 2 25" MIN. LAP 30" MIN. LAP [ n D 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° °. [ ] CELLS (SEE FOOTING MONO SHOWN p p o W M- 4"x4" FOUNDATION PLAN FOR CLARITY ° AP J ;0 6 MIL VAPOR BARRIER °s• ° .FOR LOCATIONS) ° i=I 1=1 =I I=1 I —I =I = Z #5 REINFORCING BAR R 17/8' `�1x4 P.T. BASE NAILERY4 ° I 1—I I 1—I 11-1 I I —I I I-1 I i- z° ' #5 LAP SPLICE INSPECTION D _ _ _ _ • (2) #5 CONT. — PORT AT EACH NOTE: I=III=III=III=III=III=1 I � �•� g 1-1 11- i� ° ° 36"MIN. LAP (36"MIN. LAP] ON 3"CHAIRS 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO — " 8- FILLED CELL TYPICAL FOR BEARING WALL I=1 I l= =1 1=III=1 � �, I r o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM _ 10" 8 1-4 8 MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ —_ 1— co AT GARAGE CONTRACTOR III=1 � 1=III=III=III=1 I=1 I= I I=III=1 I I=1 I =III=III=III= I I D1557) MIN PSI MAY VARY PER cn =1 I=III—III=1 I=1 =III=1 1=I =I 1=III=1 =III=1 =1 I —1 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—i i l=III-III-) I ;III=III=III #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" DECO GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"--V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL , SLAB INFORMATION. SLAB INFORMATION. E00 M `0, 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° ? min. 4" BARRIER ; C 1 ° A GRADE • • 04 = a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4° V-8" (2 STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 r TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER Ir SHINGLE ROOF 8, ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG _ — ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" IN,S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT 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. OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z M � °' _ r, ' 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. —� �==11=11=11�11, 1 � 5 = �II�ITT= 1�' -" 11ll=11�=11�=11=11�= r— �n-m—rn—�rr-err • TYPICAL THICKENED MIN. :DGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13' O.H.D. RECESS N Cl) 4"I 6.0 T •_ I SEE A/S3 OR J/S6 I I 1 I X FOR REINF. INFO, 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN C d < d Q d (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO TB P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALP& ¢ - • INTERIOR � : I d. .d • -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB •� z � e N � — 6 MIL VAPOR — BARRIER . I ' 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 #1 w a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. •'� w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :'o: AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTTO END FILL E PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? GRAD a ° E FILLED SOLID (SEE PLAN FOR _ _ _ _ ° a 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) a � ;III=III = ° ,• = =1 =1 1= I I-1' I T WWF OR FIBERMESH T z W= �' a W 1=1 I— 1= 1=1 W 1=111=111- Z ° BRICK PAVERS or SLAB PER w 00 v' _ =1 I I=1 • • °• = z� a — — — — 0'-0" FIN. FLR. COMMUNITY SPECS `_ N -- 1I—I — =1 I—III—i — i I —III 4 — -- =1 1=1 I—=- — III III=1 I I —III —III —III FOOTING III=1 I —III_ U - I I-1 I=1 1=1 11=1 11=I 11-I 11—' BEYOND T .,• ,, ;•. ; PAD REINFORCEMENT 3„ MIN. CLEARANCE Y • _,. �• : SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ' ; •. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING 2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" acAu.e: y.• _''-0• S3 SCALE: N,T.S. S3 ;��tO�1StEllhlfPf,�/��' '�,, ��,• ' O w AS U '•. o F 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. IC Q E P CO, CC,)r ac Q Lo LLJ a ') N O LL p• Q Y JLLLL L 0 o 0O WIS LL tj I.- M T ) . a 7" UM L N MZ �y O aa O U 6_1 con Z W �0� I z � z � NUj N z N •U c 0 ,., g fn �N C N C l.Lt J � a Q C-4 C. � M w � W 2 LL' E 0 g� � a aO t- ro CL -0zQ Z- N ra CD r� a o� w w N c U m0 o = z - � N � Q W W N 3 of ao = � i O J � I= �p aI J �O 'L O (0 ui L � 0 > U 0) Q Y 2 O A 2 [� 0 (o O ..� Eco O (O c N Ln T T � T Z T E O M r d z a E U J Q Q J JOB NO: 21-1069 SCALE : AS NOTED SHEET NO. S3 (MONO)