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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17 P') VARIES INSU 2x #2 SPF STUDS _\ @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2� 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" 11 & I 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 > e SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM D ' D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING_ - CODE 7TH EDITION (2020) RESIDENTIAL 8n 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"1 S3 5/8" OR 1/- HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 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 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 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 M 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 DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE iV e o ■ Z M 6 MIL VAPOR • Z r BARRIER _ COMP, SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4-V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° iii53 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z 411 1 . SEE A/S3 OR J/S6 I T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / 1'-8" 1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" 1 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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 NAILS U.N.O. -� - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2""x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" - - - - - — -- - SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 ONLY" ------ - -- -....-...---- IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"" x 10" "J" BOLT @ 24" O.C. Wl IF NOTED, THIS REFERS TO THE r 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL —INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 - - O.C. OR 5/8"x10' WEDGE ANCHOR �� A.F.F. 2n x 6 W1.4 x W1.4 ATTACHMENTS �2" _. _ @ 24 O.C.) n Z 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. �1 WWF OR FIBERMESH ELEV.-0-31/2 II QU °/ . . I 2x4 CONTA.F.F. e . " j LL Alf / { e 1/2"(min.)- 4" t. ° y - 1/2"(min.)- 4" GARAGE DEPTH VARIES r3l'/21"i(miiI 3112"(min.) - 4" - (2) #5 CONT. 4" 114" 8" (2) #5 CONT. 4" 'A 8 GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" ll S3 coy'' oS�CJ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C M�N�M�Ms LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c�'� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10-4' (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT I I 5/8"" x 10" "J" BOLT @ 24" 1 W/ 2""X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O.METAL BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT " (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD PT PLAT 20" MIN. LAP (24- MIN. LAP] #REINFORCING 2x P.T. PLATE SPACE ANCHOR . SHEAR O.C. W/ 7" EMBEDMENT (MINN. S 3500#, MIN. TENSION 2600#) FIBERMESH BAR :• •• ►,1 • • ' • • GRADE 40 41� ■■—■■ ■ —:■ FINISH GRADE ;0 .. ■ au- :■■--:■■; 25- MIN. .. a n u �r�►• Ire • • .. • 6 MIL VAPOR BARRIE 1�.Ila � •l•• i-.L-ll�~�.■�II �.. -�... ..,- ..---■.,-... ... � r Ir.r1I' . • • NOTE: _ <" "FOR BEARING WALL COMP. SOIL. ( COMPACTED TO - x W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 041 D1557) Ali III III it '�- ICI -III ail III I! ill ..Ili. 4-1 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= SLAB INFORMATION. SLAB INFORMATION. r-6x6W1.4xW1.4 WWF OR FIBERMESH 1111i.4-i RIM- •� Ill ��l ��1 �-• Il�� • • 11�1�1�11�11�11�11 ► � • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M M • .. 4-1°Q . T SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. oo 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM INTERIOR A. -31 /2" � 4 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 aE e I �� II M 6 MIL VAPOR -_ BARRIER —I r 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4n 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL w/ UPLIFT SCALE: N.T.S. rG 53 53 SCALE: 3/4"=V-0" 53 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR _ _ 4 TOP OF BEAM &LAYOUT DESIGN • •° a SEE ROOF PLAN c - a' a a ° r .s. (2) HTS20 FOR STRUCTURAL r- E . - Cl) BEAM SIZE & ;' a CONNECTION INFO i - ° 2x4 P.T. , 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 8" lo 7;16'• MIN 7/16" O.S.B. SHEATHING o.s.e. Z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 E a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. ::i w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0• 53 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL "'i AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING I I a1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I 1 I ATTACHMENTS EXTEND FILL CELLS il WI DRYWALL SCREWS @ 8"O.C• TO FOUNDATION PAD _§ ;, -INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. IQ' ON FLOOR PLAN w o SIZE VARIES PER PLAN CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS i q co _E > j FILLED SOLID SEE PLAN FOR _1 6 x 6 W1.4 x W1.4 cat w SIZE AND REINFORCEMENT) z = _ • w WWF OR FIBERMESH r, III � a w o c� a' " BRICK PAVERS or SLAB PER p o • • • • F� IFIN, FLR. COMMUNITY SPECS BEYOND _ PAD REINFO C R EMENT " 3 MINI CLEARANCE r :i • .. y (SEE SCHEDULE SEE FOUNDATION FOOTING WIDT H 4„4n • CONC. PAD INFO. SEE SCHEDULE r INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN , RAMING rGl2 PATIO COLUMN FTG. DETAIL N SCALE: 3/4'1 Il S3 SCALE 314-",•-0- SCALE: N.T.S. S3 e+� N O •N t,ID c 0 Z � W a -, �sa C. 6 V C N y d O 10 a>' y Yf ri r C •d . .. Orr Q ' 4X u • 7f, b- '> C G d � o. A O 6. v „ r,,.lrrdti(�ttt 0 To the best of the Engineers knowledge, informal 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 Engineers signature and seal. �8 S � 0D iv O I* r1 11 Nrn-0 '� J �J 11W 13 11 a �. LL ii a L 52 Oi m W _ c924i � C0 d Z N o ci Q W pp 0 Z NO z O� Q v N z 'U� OLU N c d ca U • 0 J E � � m u�o F- 0 Oa u - SE g� Z w0 <om0 aJ s g0 rz Z v J 4'• gs �aZ <W � 2 �° W U . at is ;3 0 •� r rn E c6 O~O co c O � p � C m ,Co CD O 00 r � A , ` u, 00 p N op O tl� Or N � 025 N v- 00 00 r- cc Li z E O E to 9 ?3 c a 0 � ¢ o JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. (MONO)