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1_ T11 J 11_ 1 1! 1.1— I III Ill 1_ 1 1 1 i _L -1 _ ' I I_ v 34 m M tn 12 rT B 0 0 0 I i m M M LO 0 co rn 0 J I N M cV LO 0 0 LO LO 0 CJ7 A0 Q /O+ 0 O i E E i Ii 0 a> rr v N 0 fV n 0 a NM CD n LO S d W ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ---,_- FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z __ APPLICABLE. PRE ENGINEERED WOOD 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 -- TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D e SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM T�—I— I --III— m . p D D — — �—— I— o II —III= _ D7158-CLASS G or H, or ASTM T� — ; • _ D3161-CLASS F, IN — ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 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"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "S" MORTAR ARCHITECTURAL FINISH 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"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE E 'v C r � A eD I �O D 6 MIL VAPOR BARRIER ; p ,r 4 m 10 D • • — CV COMP. SOIL. (COMPACTED TO 95% I MODIFIED PROCTOR iT( Tff ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/1' ON 3" CHAIRS TYP. 4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 j12" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS ---A LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 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 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS SPACED EVENLY CN 2x P.T. PLATE ASSUMED FINISHED GRADE Z 2 Z FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" �r GRADE 00 — — C • _ Q I I I —III —I 1 I I I _ -(1) #5 REBAR w/ OPT. =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 14' O.H.D. RECESS z M � CV r- - - 'i. �— • — � Tr'T Cl) ... 4" a dQ T y SEE A/S3 OR J/S6 -`I 11 I I F, FI 1TFLI-IT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND O.H.D. RECESS SEE A/S3 OR J/S6 � _'Lvfl1L I r. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) _X ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11 c7 ELEV. 4-3 1/2" Z A.F.F. p 0 7Pr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ' BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ (U.N.O.) (OR GYP. TYPE "X @ 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 10'4' (R302.11) 2"°0/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 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) 10d 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 �31/2" MIN. I 1 31/2"(min.) �I � — — — — — I - (2) #5 CONT. " im TTT�rTs TT 4" 1'-4" 8 U.N.O. MIN. TYPICAL BEARING WALL (a) STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1\0 S�GJ QGs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�NNUGp S 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 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 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 E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o t. . . D GRADE 40 MIN. Fy= 7411Silp #3 & #4 LAP SPLICE[GRADE 60 MINFy= co — — D D FINISH GRADE 25"MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER I e #5 REINFORCING BAR R 1 7/8 —� - 05 1 AP SPI IrF e . I —III —I COMP. SOIL. (COMPACTED TO —I I 95% MODIFIED PROCTOR ASTM j— D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 11 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR a. a -31 " '• CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ 00 E- M 6 MIL VAPOR T — BARRIER ��IIIIIIlII� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=T-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W"IAxW1,4 N WWF OR FIBERMESH e e' K S3 V 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE L • 11 • A, �r 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" (R302.11) --INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W D U a. �-II-�-�� D w ��lll�l! I I T= D e !n REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM 1V& LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & I I CONNECTION INFO 2x4 P.T. PLATE 7/16, o.S.B. COLUMN LOCATION BT P I I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > > J SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o Uj CONNECTION INFO. SECURE 2 4 P T SEE DETAIL 16/D1 FOR x . M. LATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS > I FILLED SOLID (SEE PLAN FOR ES W SIZE AND REINFORCEMENT) ES W U) BRICK PAVERS or AB PER / COMMUN TY SPECS 0-0 FIN. FLR.jk r 1 I % ...A , , r (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1,�„ 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (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 WWF OR FIBERMESH e T( O 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS na S.G.D. SCALE: 3/4"=1'-01, S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS >_ TO FOUNDATION PAD .E !�r CONT. FOOTING STEEL MAT REINFORCING. r ' 00 g GRADELU ) 0 J • z ~ W U W LU U) _ • • • . z Z Cn - �2�< - FOOTING Wv BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ('�N� SCALE: N.T.S. S3 e•� N O N c d � L O a c o _jLi C tp C., N >c �U_a N (6 C NV) D N O �p Q .:y N Y aE L c CDCn .� .4 a fa m d .ir � -a -= , EC m To the best of the Engineers 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- . a 8 — 0(0 N 9) rn r_ ram_ 0 Q J 9M v LL LL u_u- LLw =a — r �o 0 W cnO'C" W 2 IL J u ° Z Q �: 0 N OU N w ❑ ❑ 0 1 :�' N 0 ID o � WU) M Uq �n7 !� 11 —1 0 LL 4-1 OQ) N s c N U=3 U lr-31 J - _ E �$ I Z y ti U 93 '� 0 Co 1 aCD o M M J L1 o Eu -m 'N o R -� I— ru z n' C/.)� d >y"o zMMc v J ?: <� r� d` W U5 — of J 1T ~ M E2 J LO m CU T C :3CDca Cr T— m U) m 3 N^ Li / a M O) a O CI .0co N M 00 rn ^ LO co Cfl T E T V/ M z Z o TT a y @ a o U _j M Q 0 c c JOB NO : 23-06144 SCALE : AS NOTED SHEET NO. S3 (MONO)