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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Ci @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L b. n ° (2) LAYERS TYPE I OR TYPE II S8-4 (#15 OR #30) UNDERLAYMENT - FOR ROOF PITCH 4:12 OR LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905.PRE ENGINEERED WOOD - lip TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ +� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSuLA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE „ �r 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR %" 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"0016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. ot OR 5/8"x10' WEDGE ANCHOR @ 24" 2 A.F.F. O.C.) " ° ° ELEV.4-3 1/2" z %�31/2" MIN. ° ° ° ° ° ° ° ° ° ° ° ° ° ° O .. 2x4 CONT. ° ° A.F.F. ° GARAGE DEPTH VARIES ° 31/2"(min. -4"Ti g ° (2) #5 CONT. 4" GARAGE SLAB AT STEP B TYPICAL BEARING WALL Cad STEP 0 SCALE: 3/4"=V-0" S3 "SHEAR WALL" ral -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR V8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW •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. (12)10d NAILS U.N.O. {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS TO THE ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 2n 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH (,-31/2" MIN.Af I T 1/2"(min.)- 4" 1/2"(min.)- 4" T °O srs ° �,�. •. 31 /2"(min.) - 4" (2) #5 CONT. I. U.N.O. SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 7 SCALE:3/4"=1'-0" S3 cow" RE�� �EcS�cJ BOARD PER CODE (OR 5I8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — cs GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C e W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. --� ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �o 5 SCREWS @ 7 O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ 1c (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s V-6". (2) ROWS 8"x8"X16" KNOCK -OUT APPLICATION NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". PLAN SEE CC/S3 OR �i LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" " (10)10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) 2x P.T. PLATE W/ 7"EMBEDMENT MIN. SHEAR 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD ( TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# s (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] SPACE ANCHOR ) •� *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E W/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE .� w ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS w o ° o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U " GRADE _ _ �— n ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740kSS1,I) a r ' ° 1x2 PT WD FURRING @ 24 O.C. v ° __(1) #5 VERT. IN FILLMONO OR STEMWALL D FINISH GRADE ao " [a4[GRADE 60 MIN. Fyp .. M t> • 25 MIN. LAP 30"MIN. LAP] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D = = w ° i' U.N.O. FOUNDATION PLAN FOR CLARITY D O0 6 MIL VAPOR BA7RL ° .' v — FOR LOCATIONS) D p D ° D I=) I I=1 I=III=III=III=� N z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER I= —III—I —I I —I I= i " ' #5 LAP SPLICE (2) #5 CONT. — 4"x4" INSPECTION o° I —III —I 1=1 I I —III —III —I 31/4" BASEBOARD PORT AT EACH NOTE: g ° D D I =I —I I=I I=I I=I I = ° "' 36" MIN. LAP [36" MIN. LAP]ON 3"CHA*FOR BEARING WALL I1 I1 I1 I II—I COMP. SOIL. (COMPACTEO (TYP.) 8° 1'-4" 8" FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ — _ _ —i 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY — — — —__ — — 10" MIN. 2500 PSI CONC. SLAB c) AT GARAGE CONTRACTOR I I I=1 I =1 I=1 I=1 I=1 I I=1 I=111=III=III=1 I=1 I=1 I I=1 I I=1 =1 i 95% M -- -i I-1 I=1 I I=1 I I=1 1=1 11=III=I 11=1 I I=1 11=I 11=1 11=I 1=III 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR=1 I 1=III--III-1 I I —III —I 1=I I 1=III III III — MUNICIPALITY. 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 rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G w1 AAvv IA wwF OR "FIBERMESH" E !6 , N DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 M ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR z '' min. 4" BARRIER a COMP. SOIL. ° '- °O _ (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) - 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD 90 HOOK (SEE 4" SCALE: 3/4"=V-0" =v GRADE (1) #5 REBAR w/ OPT. SGREJEN ENCLOSURE ON 3" CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT CONCRETE SLAB 14 O.H.D. RECESS Y z 13 O.H.D. RECESS E d. PAVERS = �. 4" °Q ti. SEE AIS3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' - (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR) ) _17�\GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CD CONT. BEAD SEALAN • . INTERIOR 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 120#) CONCRETE SLAB A 00 C m � _ et• co 6 MIL VAPOR BARRIER 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR FOR TRUSS " CONNECTION INFO " " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURALr 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 Cr a j w 6x6 P.T. #2 SYP —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w Lu UJI Cn ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. 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 SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR r 6 x 6 W1.4 x WI A `I SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or SLAB PER " COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 SEE A/S3/J/S6 --` FOR REINF. INFO. t 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 c TO FOUNDATION PAD E !�t CONT. FOOTING STEEL MAT REINFORCING. c!� ' M 00 9 GRADE — a d M I 11 Z I=- W W 0 o N = 1111 II 0 . °. I TI=1 1=111 Z ILL 0 _ ° ° d = = - ih z 11=1 =1 1=1 1=1 11=I I FEE] I —I I I-1 11= _ G III I i—I i I I I —I I —I 1 11 I-1 I I —I I I- ' FooTING 0 I I� i it 111 i it l l� ll l l ,l l -III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 :o- i . 1\1\\ti►it Idi!//� N o��✓ � 0 JAG OF: �4 -;' 4 FLOC 0�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentisl 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. III.o g ivmIS a o04 N 0) AL W'F- u-LLa '4 y M M W y ILLL a Z �M oo m J • @ N W A pj0 Qua J � a Z N M O J Q z 0 C E10 0 W z N zgj J — r CD o W � U � —� O ., v) OfLn y f6 �- U Gi Uj Q Y sr _ M y � a W 2 ILL. QEE g � wLL == �� =® U0 oI o � �`: WZ w (n C Zz oy m; Oz Z tq J ad 8 �z o a W wLL Lo W �k J it O N= ni ef• w sw za oI o3 � N � L (D co CO N 0 a o m v CU 0 100 T LO Nr� ce) r- N iri rn z Z C C:) to E N y C a 0 � a o JOB NO: 20-6580 SCALE : AS NOTED SHEET NO. S3 (MONO)