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E 9 -9 -2 C/) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8"OR 1/2" HIGH ------ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HA131TABLE ROOM ABOVE) W/DRYWALL SCREWS @ T' 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@ INTERVALS NOT EXCEEDING 2x #2 SPF STUDS 10'-0" (R302.1 1) @16' O.C. W/ (2) 16d TOFNAILS T & R 'FOR UNDERLAYMENT 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 3 1/4" TAPCONS @ 24" O/C & _2 HURRICANE ANCHOR @ EACH @ 6" M;� FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ N 3- (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cn MOISTURE BARRIER 'P -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I ACCORDANCE w/ TABLE F=-111 R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALLIMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR A RCHITECTURAL 1X2 PT WD FURRING @ 241, O.C. ,.,_-------FINISH 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN zi- 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 S c,) AT GARAGE CONTRACTOR ER-�\\ MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPAL". CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a- /-NOTE: EXTEND WIAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE r- - I I E I , b 2� A00 - 2 I 1. OP 6 MIL VAPOR Z BARRIER 4 C14 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 NOOK (SEE U.N.O. 14-11 V-8" (2 ST DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - BLOCK WALL BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS 2� PAVERS-� IF A W*1:1111 I W.*161 I 111111111 1 I'll GG S3 6;8- 4K7 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 @ 3/8" MORTAR BETWEEN 4- O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12"O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"4/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" OIL O.C. OR 5/8"xlO'WEDGE ANCHOR A. F.F. @ 24" O.C.) 211 z 3 1/2" MIN. ELEV. 4-31/2%d�,p \-F 0 A.F.F. 0 2x4 CONT7--' C:) C14 ;0 ;0 GARAGE SLAB AT STEP SCALE: 3/4"=V-10" 2x S.P.F. STUDS 1 O.C. A , _ -2x STUD LOADBEARINGOR t "" EXTERIOR WALL I` 8" C.M.U. H 1 x P.T. STUD SEE CC/S3 OR - #5 VERT IN FILLED CELL C14 //` R G/S3 FOR ANCHOR '0 BOLTINFO. 1. It 5/8 x6 BOLTS BOLT )N (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ 0 0) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL----,,, FOOTING MONO SHOWN FOR CLARITY ;0 2� NOTE: *FOR BEARING WALL W/ UPLIFT ONLY Ah -W Fl:� FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101" "3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 1111 A rift 11 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT -13' O.H.D. RECESS E z SEEA/S30RJ/S6--` FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4" (1 STC RY) V-8- (2 SjqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 17S3 ADDITIONAL INFORMAT ION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD 7PF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y�'GYP. TYPE ")V @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 'SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0- (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN H D @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY' SIMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS r31/2" MIN. .11RE1 M A-� 1/2"(min.) 4" (2) #5 CO 4T. 4" 1`1411 811 U.N.O. MIN. TYPICAL BEARING WALL (@ STEP " SHEARWALL QP "SHEAR WALL" SCALE: 3/4"=V-01" "4"=V� , , . SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C 11CU 501 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER X 10" HJ" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 5/8" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. 0 K.O. BLOCK SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD 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 FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS N",- #3 OR #4 REINFORCING BAR GRADE40MIP Fy=40ksi #3 & #4 LAP SPLICE I 760ksil FINISH GRADE 60 2 Y= ".I [GRADE 60 MIN.- Fv= 0 1 25' MIN. LAP [30' MIN. LAP) A 6 MIL VAPOR . C> 1111� . . . 0? 2.97 71.14 & 2� #5 REINFORCING BAR #5 LAP SPLICE 6 a SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. E S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT, BEAD SEALANT INTERIOR -2X STUDS @ 24" O.C. U.N.O. 31/2" GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM —-INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 A WWF OR FIBERMESH c,, E -'A cv) 6 )R -`- Q � � � � ! 1 : 1 J BARRIER 5 4" 4" INTERIOR WALL SLAB STEP NON -BR G. K SCALE: 3/4"=V-0" S3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 1 Od NAILS TO TRUSS TOP CHOR x. " O.C. M x AT 24" O.C. M SEE PLAN FOR /ik TOP OF BEAM (2) HTS20 z 0 UJI F= < Uj Uj co SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS Cn z 0 UJI rr * >< LU -j Uj 23 LLJ LU (j) 0'-0" FIN. FLR.jk TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) --4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS ,,2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 W/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM ;�l tz END OF 2" x PLATE 0 uj a. A co uj A uj R FROM I ATI= (2) #5 CONT ON 3"CHAIRS (TYP.) 8" 1'4' cc S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMES 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" VARIES 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS A CONNECTION INFO . 1 & LAYOUT DESIGN 7tt-7�1 . /I . . . A 4 SEE ROOF PLAN A M.d FOR STRUCTURAL 4f - E BEAM SIZE & CONNECTION INFO T1. 2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J1S6 811 MIN 7116" O.S.B. SHEATHING FOR REINF. INFO. ATTACHED PER NAILING OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM SCALE: 3/411=11-011 � �3 SECURE 2X4 P.T. BTM. PLATE w 1 4"x3" O S MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD -E!4 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS PE Q�A FILLED SOLID (SEE PLAN FOR -j I SIZE AND REINFORCEMENT) Z LU - Ljj 0 151 U.1 LU z LU Cl) BRICK PAVERS or SLAB PER 0 9 ILL L) I! COMMUNITY SPECS Cn SEE FO TION CONC. PAD INFO. ED! C D'1%2""N TAPER COLUMN FRAMING SCALE: 3/4- V-0" �T l - ---FOOTING 7 BEYOND PAD REINFORCEMEN MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE rN PATIO CO'LUMN FTG. DETAIL SCALE: N.T.S. � �3 C-A e cz. tg %g -, cc 4A .1 40 i !f ip M c) L3 0 Lt `1A V, %\\\N To the best of the Engineers knowledge, information and belief. the structural plans and specifications Contained within these drawings comply with the 2020 Flodds Building Code - Residential An Edition. Engineers Signature and seal Is only for the structural engineedng porlJons of the drawing pages beadng Engineers signature and seal. IN E 5 CN 60 0 AS �; � § rZ V 04 0 % g--, '! U- It, uu vq U. LL -J -- uj Z CD 4 1 C, W 21 r` W CP Z Co F4 0 u" Cl) z IL C14 6 Q< 0. z 0 U) W Fz < 7 1- V) Q) L.0 U 0 E 8 Id E0 E U cc 6 06 C1 cD E �e 0 L) 0 z`- .g t J3 2: J! 0 z W 8 3� C�o D5 .20 12 LO L0 ki en W < 13- 1-- Q co j CO c1r) Cr 0 C:) U) 04 ca +-j L0 4-0 0 CN 0) 0 0 IRt Q .0 T- q) L0 < co r- E 0 z W E T1- E 0 'a M 0) < JOB NO: 22-06464 SCALE AS NOTED SHEEr NO. S3 (MONO)