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. . I TI-1- T 7, - � �[- r LLJ I LO L0 C14 t2 -7 C14 C14 :19 04 E E 0 CD LZ E2 _c_ ,55 LZ C14 a_ C14 Cn 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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. CONNECTIONS. 8"x8"x1 6" 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 "x S.P.F. (OR EQUAL) STUDS @ 16" U2 O.C. U.N.O. SIMPSON SP2 w/ "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 @ 16" O.C. W/ (2) 101-0" (R302.1 1) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0- (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. ;2� 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" Mj�� FROM END OF 2 x PLATE E SIMPSON SP1 w/ (10) 1 Od NAILS 518"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"Ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH A ELEV. 01-011 OIL (ALT: 1/2"x`12" TITEN HD @ 24" P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER TE A. F. F. "" O.C. OR 5/8"x10'WEDGE ANCHOR x x 1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO A 211 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I F ELEV. 4-3 lf2" z _V9 3 1/2" MIN. 3 1/2" MIN. D3161-CLASS F, IN -M] R 2x4 CONT-.7 A.F F U_ 1 7- L A '112"(min.)- 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 1 b C14 1/2"(min.) 00 Im 2� go 4" 51LF5LI F TYP.) V ARIES ZTY P 7.) CODE 7TH EDITION (2020) =1 I GARAGE DEPTH VARIES 1/2"(min.).- 4:11 3 /2"(min.) - 4' iv RESIDENTIAL III 8"' T7 INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 41' 1-41' 8" (2) #5 CONT. 4" 4 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G�� GARAGE SLAB AT STEP B� -3 U.N.O. MIN. TYPICAL BEARING WALL STEP (cb SHEARWALL rc U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-101" �, �3 SCALE: 3/4"=V-0" � �3 "SHEAR WALL" SCALE: 314"=1'-0" �3 SCALE: 3/4"=V-0" �� 3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" "X" LUMINUM FASCIA GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING qds- ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS /-2xS.P.F. S DS) 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 40� 00 CEILING & 8" O.C. WALLS - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C \,�N, 6\3-- 8"x8"X16" KNOCK -OUT LOADBEARINGOR I,-,- INSULATION PER FBC AND ENERGY 10 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 Vx P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE S : ECTION C/S3 FOR 10'-0" (R302.1 1) PLAN It ,It #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL C.M.U. TYPICAL SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. W13 (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR 'OR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) 'IS" BOLTINFO. 5/8"4"J" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 1 Od NAILS 5/8"DIA EXPANSION BOLT @24 TYPE MORTAR 3N (IF NO UP LIFT ON 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 ARCHITECTURAL FINISH *SIMPSON SP1 (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] x #5 REINFORCING X SPACE ANCHOR 3500#, MIN. TENSION 2600#) wl (10) 1 Od NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED 1< _j BAR BOLTS 6" MAX FROM 6x6W1 4xW1.4 C14 TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS Uj x 0 END OF 2" x PLATE WWF OR FIBERMESH W F 1x2 PT WD FURRING @ 24- O.C.-/ ASSUMED FINISHED ci E #3 OR #4 REINFORCING BAR X UJ / 0 L Ill P ��, 11 - , �GRADE GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi X >< 1/2" GYPSUM WALLBOARD-""� A t> FINISH GRADE 00 [GRADE 60 MIN. Fy= 60kSil X U) Ills 9 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL, ;2� 25" MIN. LAP [30" MIN. LAP] ;m_ CELLS(SEE FOOTING MONO SHOWN x x LU UJ b FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY 00 6 MIL VAPOR t> 1% OP 27 A- #5 REINFORCING BAR x C/) R 17/8" x 1x4 P.T. BASE NAILER 4"x4" INSPECTION P CN #5 LAP SPLICE x X_ (2) #5 CON 3 1/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL 7 COMP. SOIL. (COMPACTED TO 36" MI N. LAP (36- MIN. LAP] ON 3" CHA 114" V. FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 10.1 (TYP.) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR U) D1557) 4" 1'4" X x x x \ x x . ..... .... . REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE 1 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SIAB W/ 6X6 W1.4=1.4 WWF OR /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E� REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 11 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=J.-011 � �3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. � �3 SCALE: 3/4"=V-0" .9 - I SLAB INFORMATION. SLAB INFORMATION. �E =t I X 00 VARIES 6 x 6 W1.4 x W1.4 SEE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 .. . ... :-:9 0? 3 1/2" WW F OR FIBERMES H FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH T-1 6 MIL VAPOR Z min.) 4"--\ z 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER t> 4 GRADE AT 24" O.C. MAX. x SEE PLAN FOR x CONNECTION INFO A 4 COMP. SOIL. ;0 I P_--j I I 1 jk TOP OF BEAM "q-/ & LAYOUT DESIGN (COMPACTED TO 95% M 9121=1 �1�4p 1) #5 REBAR w/ OPT'. SEE ROOF PLAN ci A A A A 'I MODIFIED PROCTOR AST M D1557) I I - F71 I M I T I I I I N I _Ij t�Mt �t,-NCLOSURE 1 -1 (2) HTS20 FOR STRUCTURAL BEAM SIZE & = E M 41 Y MIN. CLR. A (2) #5 REBAR CONT.-/ 1-4" (1 STORY) CONNECTION INFO ON 3" CHAIRS TYP. 14" (2 STORY)l STD. 90 HOOK (SEE DETAIL) MIN. P.T. IV-8" U.N.O. z--W / PLATE 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDG E /-w,711,6' 1 3. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" V-0" SCALE 3/4"=V-0" 1\ �3 Cn 0 < SCHEDULE OPTION #1 1/2"GYP. BD. COLUMN LOCATION SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. HOLD GYP. BD. W COLUMN SIZE AND BASE rM 1/2" FROM SLAB Uj W CONNECTION INFO. SLAB STEP & RECESS Iva) S.G.D. Alk 01-011 CONT. BEAD SEALANT SCALE: 3/4,11-011 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND ---j- < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT -3 1/2" dK SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS CONCRETE SLAB--\ 14" O.H.D. RECESS 13" -rO.H.D. RECESS =Ir I-F GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 :c: AT 8" 0. C. PAD FOOTING PAVERS� 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"O.C. TO FOUNDATION PAD 7 A STAGGERED, FROM BOTTOM INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO 4 --- I PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT W SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS z GRADE :� . '4" EI; L o? 4" TENSION 120#) CONCRETE SLAB,,,,, Uj FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 W SIZE AND REINFORCEMENT) LU = I W 00 WWF OR FIBERMESH c, A 11.1 (n K W WW W U) z 0 & 9 2 BRICK PAVERS or SLAB PER 0 = 2� < SEE A/S3 OR J/S6 .. SEE A/S3 OR J/S6 Cl) 6 MIL VAPOR WMMKI I 0'-0" FIN. FLR.Ah COMMUNITY SPECS U_ 0 W N��-FOOTING < FOR REINF. INFO. _3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND 1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) PAD REINFORCEMENT—/ SCHEDULE) 3" MIN. CLEARANCE 1'18" (2 STOR V-8" (2 ST RY) 4" 4" .4. SEE FOUNDATION (SEE FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERENOLUMN FIR MING rCD12 PATIO AIL rN COLUMN FTG. DET SEE TYP. WALL SECTION FOR SCALE: N.T.S. 7 �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 314"=V-0" �3 SCALE: 3/4"= V-01�� SCALE: N.T.S. �3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C%j C= C%j C" CL) ::I. LAJ 0 cc C_.) C-4 cc I:= 0-9-g G) CO3 -:r C2- q W f C14 C=> C14 F N 0 P'E 3 1 5 0 S -I A TE 0 R % NA - fill 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, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W (I E S 0 Cl) C� cw) ag 0 A`_ 00 U) U- LL LU cc LL z 0 z 21.1 R - -6 C� (0 M LU W CI) A Z co LU LO M IL z 0 . 611130 W 0 RV C 4--J M �2 V U 0 Lu V) Ln U) LU 8' U 0 I'- CID C"> z E M E Q M0 W� 00 cz, C=> E Z 0< z Z 0 �w C < < gz �O 0� z " �z W MW z 10 z M M0 0 0 _17 LC6:) C) ME 0) co LO 04 CL = C14 0 L0 < 0 a. N 0 L0 ILL C) q) C%4 N CY) L0 0 LO E CY) 0) z cc z C.n. N 0 cc JOB NO: 23-02469 SCALE : AS NOTED SHEE7 NO. S3 (MONO)