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OM :Ej 23 q E A ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 F!!�� I VARIES UK, 7�r 6zi- -:7- -4 ---\ -+-;;d 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 Y8" GYP. TYPE 'X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X- @ BLOCKING @ 12" O.C. w/ (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"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 "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. ril v) inA KlAll Q UNO 2x #2 SPF STUDS INTERVALS NOT EXCIttLANU 1/2" CDX PLYWOOD OR 7/16" O.S.B. k I 1 V-101" (R302.1 1) SHEATHING REQ'D. FOR ALL ,,�Fx BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 V-10" (R302.1 1) 2"*x3/16"PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) @ 16" O.C. W/ (2) B REQUIREMENTS SEE R905.1.1 - GYP. WB (MIN.) @ GARAGE SIDE IF :i INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" 1/2 SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10'WEDGE ANCHOR APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS @ 24- O.C. U.N.O. 1/4"DIA - X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS HURRICANE ANCHOR @ EACH @ 6- MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.0 W/ IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON W 6 x 6 W1.4 x W1.4 2"00/16" PLATE WASHER (TY.P.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) ELEV. 0'-0" (ALT: 1/2"xl 2"TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE WWF OR FIBERMESH O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL IE I F. MOISTURE BARRIER A A.F. @ 24" O.C.) 211 x 6 W1.4 x W1.4 E_-E ATTACHMENTS 211 31/2" MIN. V. IV, SHINGLE ROOF, SHINGLES TO WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM 3 1/2" MIN. 6 x 6 W1.4 x W1.4 t> A Aw ELE 4-31/2" D7158-CLASS G or H, or ASTM I 1$1� . 7 1 0. .. A I 2x4 CONT7- A.F.F. CE . A D3161-CLASS F, IN ONT7- ILI- 5 _T M r__l I r ED 1/2"(min. - 4A 1/2"(min.)- 4" ACCORDANCE w/ TABLE 2� 4" ;0 ;i M105.2.6. 1, FLUMIUM DUILUIVAIL3 CODE 7TH EDITION (2020) 8. GARAGE DEPTH VARIES 3 1/2"(mln.) - 4 RESIDENTIAL ROOF SHEATHING - SEE (2) #5 CONT�9 SCHEDULE - [RSH1 - ON 4- 11-41v 8" TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GARAGE SLAB AT STEP U.N.O. MIN. FRAMING SHEET FOR rG G rB TYPICAL BEARING WALL 0 STEP 0 SHEARWALL ELEV. VARIE SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=V-0" � S3 "SHEAR WALL" SCALE: 3/4"=V-10" r__ - - __ 5/8" OR 1/2" HIGH '� P :�'��ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE 7" @ GARAGE W/A HABITABLE ROOM N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8"O.C. WALLS 8"x8"X16"KNOCK-OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL ,��FINISH 1 x2 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"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /—NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E A 00 0? 6 MIL VAPOR to Lz BARRIER 2 z C%j COMP. SOIL. 4 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--,/ ON 3" CHAIRS TYP. V-411 (1 STORY)l STD. 90 HOOK (SEE U.N.O. 14" ll'-8"(2STORY)l DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB--\ 14' PAVERS� —rO.H.D. RECESS 4" 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11 1 8- (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOADBEARINGOR INSULATION PER FBC AND ENERGY co; 11 CnDU CHORAITTIMn %AIITLJ DCDkAIT _zi_"j-11 A Rol I (2) #5 CONT. U.N.O. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" � S3 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 0 %1. U. NOTE: 1111 r-r%VMLO 11V I C:A%,CCUlI'4U 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1) #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 SEE CC/S3 OR cm LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 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 MOOK DETAIL SIMPSON SP1 W/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6l' BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. 0 K.O. BLOCK 10d NAILS 1/1"DIA. EXPANSION BOLT @24 (IF NO UP LIFT ON I J., @ 24" O.C. VERT. OR 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/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING x x SPACE ANCHOR )R 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR =j F "R OM BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 W/ (10) 1 Od NAILS P.T. PLATE WEEP SCREED INSTALLED x T END OF 2" x PLATE E WWF OR FIBERMESH Cn TYP. ,-2x ASSUMED FINISHED E PER MFR INSTRUCTIONS OR #4 REINFORCING BAR t 1 �GRADE 9— 2� #3 & #4 LAP SPLICE GRADE 40 MIN., Fy-- 40ksi I A A r� J FINISH GRADE ;0 2 2F MIN. LAP [30' MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] co J> 9 MONO OR STEMWALL FOOTING MONO SHOWN LU LU FOR CLARITY 6 MIL VAPOR #5 REINFORCING BAR R 17/8" z #5 LAP SPLICE rr)KI NOTE: Cj *FOR BEARING WALL now W/ UPLIFT ONLY I -W- FRAME WALL TO C.M.U. WALL CONNECTION ( D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-01" S3 7 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3 "=V-0" \ S3 RI AR INFnPMATInN SLAB INFORMATION. I%- 6 x 6 W1.4 x W1.4 TYPICAL THICKENED MIN. 'DGE SCALE: 3/4"= 7-0' � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 4" SEE AIS3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STqRY) V-8" (2 STqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01 _011 CONT. BEAD SEALA� INTERIOR j -3 1/2" 'A CONCRETE NAILS W 11/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB----, go 6 MIL VAPOR BARRIER 10" (TYP-) 8" 1141, 81' '--#6 REINFORCING BAR ------------------ #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS WALL w/ UPLIFT KG SCALE: N.T.S. SCALE: 3/4"=V-101" � �3 SEE PLAN 11/2" RECESS ARIES FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WW`F OR FIBERMESH I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I - — A AT 24" O.C. MAX CONNECTION INFO SEE PLAN FOR /Ilk & LAYOUT DESIGN ...... TOP OF BEAM IV 3 SEE ROOF PLAN c? A q A (2) HTS20 FOR STRUCTURAL 4r BEAM SIZE & ru CONNECTION INFO A 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. Z A17ACHED PER NAILING OPTION #1 (n 90 W SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. f/ M C0 SCALE: 3/4"=V-101" 1\ �3 2X STUDS @ 24" O.C. U.N.O. 10, SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 161D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8"O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD -E!�r INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN U) Uj i,- SIZE VARIES PER PLAN CONT. BEAD SEALANT < w/ MIN. (2) #5 VERTICALS GRADE FILLED SOLID (SEE PLAN FOR ici� 6 x 6 W1.4 x W1.4 LIJ SIZE AND REINFORCEMENT) 0 Uj WWF OR FIBERMESH Cn LU Cn 10- UJI a .11 -4 BRICK PAVERS or SLAB PER L.Lj C0 UJI 4 80 z U-0" FIN. FLR./J& COMMUNITY SPECS V, U) FOO TING 14" 14' INTERIOR WALL SLAB STEP NON-BRG. ��K SCALE: 3/4"=V-0" BEYOND PAD REINFORCEMENTJ L 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE '00 TAPERED COLUMN FRAMING ft'13�12 PATIO COLUMN FTG. DETAIL �N SCALE: 3J4'- 1'-W \�� SCALE: N.T.S. 1\ �3_ 0 1 '0 C:) M 0 0 C'j in CL _C: c: cl� CC F_ 0 0 Uj4— e,?,OWA// . . .......... �A < PA (ft U1 To the best of the Engineers knowledge, into7nation and belief, the structural plans and specifications Contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineertni; portions of the drawing pages bearing Engineers signature and seal. 00 N co 0 W-i 'o' ut 13 z 2 ;; 0 =48— 0 1 Loo z z < z 0 r_ 4-J LL LLj U 0 LLJ Uj C) C=) A C, ce E CL Q E 5z I W q z E M _q) t n � 0"' x z Cn '0 z _r co 0 W �z Uj S2 5 .2 C) 0 CC 0 co qt LO C14 U5 CL co C14 N CY) C) CD N Lo E M N LO _ C'4 ZO z E LD JOB NO: 22-02371 SCALE : AS NOTED SHEET NO. S3 (MONO)