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it i, i.JA i.1 c J . - ..J,l 1Nii W. 6 . ia_11ik. _ A .1 � Y_ .l _ -11-1 .. Il.l -,L- =' -- ��— - - _i A 1�- ,: - l - - - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rd TOENAILS 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 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CN METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER 1 ° at. SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM �-� I I ' p . ° I ,-`? T D7158-CLASS G or H, or ASTM i j=14 - D3161-CLASS F, IN =f _ 12 ACCORDANCE w/ TABLE (TYP.) R905.2.6.1, FLORIDA BUILDING VARIES CODE 7TH EDITION (2020) RESIDENTIAL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'4" 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 -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 TYPE "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 3 1/4" 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 r DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E- N ' e° ° I Z 00 Cl) ° BO 6 MIL VAPOR ° - r- BARRIER ; p �t 4 - �• • r COMP. SOIL. ° (COMPACTED TO 95% - - - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES T I 2x4 CONT7-// I GARAGE DEPTH VARIES I - GG GARAGE SLAB AT STEP B S3 SCALE: 3/4"=V-0" QS 3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w / (10)10d NAILS _ w/ X" 2x P.T. PLATE ASSUMED FINISHED GRADE z � MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY z NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY - FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" O SCALE:3/4"=1'-0" S3 ameig-191 ill"— ► ► • L _ MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 1411 O.H.D. RECESS 1311 z O.H.D. RECESS M � cn • .r 411 I y SEE A/S3 OR J/S6-'`I I � FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (1 STOW) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -- FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4- (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri 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 -� -TRUSS BOTTOM CHORD OR 2x4 #2 SPF ARENG`TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 OR 1/2 HIGH S (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „BLOCKING @ 12' O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE)CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOROR SHEAR WALLS AS NOT EXCEEDING 10'-0' (R302.11) 2""016" PLATE WASHER (TYNOT EXCEEDING 1U-0' (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCINSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24' O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ON 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO TMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1A x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 @ 24" O.C.) 2WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH ELEV. -0'-31/2" z 31/2" MIN. 31/2" MIN. A.F.F. p N ° 4" • 31/2"(m n. - 4" - ° • 31/2"(min.) . 4" - - (2) #5 CONT. 4„ 1,�m 8„ (2) #5 CC 4" '� U.N.O. MIN. U.N.O. TYPICAL BEARING WALL an STEP a SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=1'-0" SCALE:3/4"=V-0" �S _00ISSGJ'l M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,G N�\N FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 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 PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR N z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER p ° ° - °O R 1 7/8" —� z REINFORCING BAR 05 I AP SPI IrF �'55 11�11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAUO INTERIOR .. A. M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m C E s N ' [� III— Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE U ° e. Cn rL WOtb . w 747- ° e (2) #5 CONT. Ij�F] f ON 3" CHAIRS 8" 1'-4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (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 c WWF OR FIBERMESH �, E -11.�11�11=11 ` �Ili�'ll�lhll 8" TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL w/ UPLIFT G S3 SCALE: N.T.S. �'iV SCALE: 3/4"=1'-0" �,13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR jh " - TOP OF BEAM & LAYOUT DESIGN • a ' SEE ROOF PLAN ° ° ° N 00 C A ° T (2) HTS20 FOR STRUCTURAL r - BEAM SIZE & T ' CONNECTION INFO -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 E 6x6WlAxW1.4 WWF OR FIBERMESH Cl, P' 1 K S3 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w oc > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g W COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D.CO M SCALE:3/4"=1'-0" S3 IL SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � d. z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `c" ' w > SIZE VARIES PER PLAN MIN. r� z a w/ (2) #5 VERTICALS 2 GRADE FILLED SOLID (SEE PLAN FOR LU w SIZE AND REINFORCEMENT) _, -- • a w 0 U BRICK PAVERS or SLAB PER CX g o _ • • • • z z n, nn rw ri n 1 COMMUNITY SPECS u' VA RX4161 W FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 M• O o W CD r ci C11. O C A V N 0m - v cu-a CCo y -a O s 4 CV Y 3 d 2 O. c a E s c N v _ d � 3 � ►- �3 „ d e r 0) = o m N d.= o a CD r� •' d 1 w O �� r^ F i...d .•o '•a �. ESS \\ To the best of the Engineer's knowledge, Information and belief, the structural plans and spa bons contained within these drawings comply with the 2020 Florida Building Code - Res dental 7th Edition. Engineer's signature and seal is only for the stnrctural engineering portions of the drawing pages bearing Engineer's signature and seal. h o � a No �� 0 Lo 1) y N O *k , i yy 25 LL Q C J 2 m W JLLLL 55 a a 13W Se a eO�� —of � a C-4 WpjO' m w LCc Z "' MZ d � J v N OU Z W z � J - N LL wW 0 LU N C�-_ �LQ — r'n (f� Uj = m U • c �0 N O co � �� o ¢ w z E o aE0 V �° Fz �e oa tfO ro o <a 0 0 0� Z [D C,0 92 az a o aZ w V)z � a�� U yo m0 ZLL z m J 3 < ° >�C ¢ w � Z zo C}T•{ o� LLa g W cg'•- U Si �O 'LCC O rn Is CN O � O Cr 312 )CC m Ln O 7 O N t N T T cM T N o z W z j y T N a = a 1= 'a ci ¢ Of JOB NO: 23-00501 SCALE : AS NOTED SHEET NO. S3 (MONO)