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FOR UNDERLAYMENT 2x #2 SPF STUDS -\ @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 2� 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 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" -\\6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° A SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM D T D7158-CLASS G or H, or ASTM c D3161-CLASS F, IN ° 12 ACCORDANCE w/ TABLE jr BUILDING ZTYP•) VARIES CODE TH EDIITION (202IDA 0) RESIDENTIAL 8" ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON / TYPICAL INTERIOR BEARING 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 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"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR 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"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � E r i Z co ° °P 6 MIL VAPOR ° BARRIER C �r 1 2 t> • • — C2 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA 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' /-O.H.D. RECESS PAVERS z EE A/S3 OR J/S6 -`1LWL—Ly:,:x1-y4q L19 FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) 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 —� GI 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 I I 2x4 CONT. I GARAGE DEPTH VARIES I GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" ��S3 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. I I I I I I I I I I I I 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 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 a „ „ 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 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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 1Y-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"1 TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 2'1 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (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 x 6 W1.4 x W1.4 INCLUDE THE WALL �N, 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS //2„ � WWF OR FIBERMESH ELEV. -0'-31/2" jL g 31/2" MIN. 31/2" MIN. 1 A.F.F. p U- N31 /2"(min.)- 4" _ rr \ ° 1/2"(min.)- 4„ 00 0 k 31/2"(min. - 4" 31/2"(min.) - 4"T11 rl (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. 4• '-4 g U.N.O. MIN. U.N.O. TYPICAL BEARING WALL (@ STEP (a SHEARWALL C TYPICAL BEARING WALL @ STEP rcC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 co, L� 'C0S�GJP� Q�s• VE 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N��o 5 1G INSULATION PER FBC AND ENERGY NS\N \ f 8" C.M.U. FORM SUBMITTED WITH PERMIT / I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION I #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" `1 BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. p� CONTINUOUS TO FOOTER BELOW 90 PIOOK DETAIL I I 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 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 I I (6)1/4"11/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING "' SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR T 2x P.T. PLATE I I ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE zt ° D . -- °-�--- ° z 13 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- ? M— e D � \ ° FINISH GRADE ;0 M 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] � -rTTF _ 00 6 MIL VAPOR BARRIER ,� ° ° A.. - _ - o0 R 1 7/8' #5 REINFORCING - -cli z BAR z ° - #5 LAP SPLICE COMP.•(COMPACTED•95% MODIFIED PROCTOR ASTM 4" 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING . SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A ° GRADE 00 ` • _ _ _ _ (1) #5 REBAR w/ OPT. jj)= I -119m- I�INCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 S BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M ..• :. e °Q ;'. 4" ' T . I .e SEE A/S3 OR J/S6 - -ILIFn I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. II SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAt — a INTERIOR ^ a a .. - /2� E 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 e 00 C E m r �I N I I co 6 MIL VAPOR -_ BARRIER r " • •• •1 �• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LU END OF 2" x PLATE LU ° U CL A g LU LU -I I ° ° 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. CONNECTION INFO SEE PLAN FOR - & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN O, (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7116" o s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w c Q SCHEDULE j J SEE PLAN FOR STRUCTURAL :� W COLUMN SIZE AND BASE o Uj CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL o• O.C. GARAGE ATTACHMENTS & 18/D1 Zz-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 Q > w/ MIN. (2) #5 VERTICALS € > w FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 W SIZE AND REINFORCEMENT) WWF OR FIBERMESH ; Uj U) A aCOMMUNITY BRICK PAVERS or B PER 0'-0" FIN. FLR.A SPECS 4L_.1.4 ..1 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0 S3 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 C z WWF OR FIBERMESH r, E V i 11 l� (2) #5 CONT. = I_ , 11 1 1 I IF - ON 3" CHAIRS (TYP.) 8" V-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH SEE A/S3/J/S6 -` '" - "g• FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS a S.G.D. K"M-� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS i=i TO FOUNDATION PAD _� d CONT. FOOTING STEEL I I MAT REINFORCING. Q ' 00 GRAD M W _ z= • W F-Wp U O��_ • • • • - ZZ ti U) Cl) FOOTING 0 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE .UMN FTG. DETAIL N SCALE: N.T.S. S3 .I tp c Co 'J W c ivwN '^ is o 3= " d cl- N w C m 3 � L Adder N CL a A 0 Q. v M O CV N 0 `�\Illlrrrrrr�� P. LE • • E NS c�••'�,�C•F • � ' 4 No I 0 1 1S M 41 .41 ,�. ''liiilltt\t 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 $ N N � CD IF• V a J 0 � 7 � dr tANo LL wa w a CO Y$' z $ 0 Z t o C a •(O Q C ( m J Z ILW Co J w LO z U F N rV O U ❑[]❑ Z W U Z N � - � o a �- V I N z cc C1 � � o 4 •U o .� 0 w o IN �0D c �' U W , CIO � I L U o Q N O • o w M M Z o> Z Z a LJL wo >o < Q a o E V wz D a �O U �aoz a= 1Z Z�E r N ro wp < XW mo C C a U Z oz Z y F a w •5 8 < OLL z <O U W T a tl W J Y �I0 M v wF zla a0 o 3 0 o T > 00 a; N0 04 e) L r L =3 i r t T— T Cr U O� 60 � .2CIO 0 L0 N o O r N �i C6 E 7 N tll 0 o Z lm Z E O m T- M a E U -j Q p JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. S3 (MONO)