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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 (T(TYP.) VARIES i INSU 5/8" OR 1/2" HIGHS 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 BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) -FOR UNDERLAYMENT 16d TOENAILS T & B 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 & Z -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 `V' • MOISTURE BARRIER P ° -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . D7158-CLASS G or H, or ASTM— D3161-CLASS F, IN ACCORDANCE w/ TABLE I — — _ — IF R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES 011L SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES �L I I 2x4 CONT- I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 Y" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 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 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 1V-0" (R302.11) 2"°0/16" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 wl (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV4-3 1/2" z 31/2" MIN. 31/2" MIN. A.F.F. p ° 79- ioV o ° ° 1/2"(min.)- 4" _ > ° — 1/2"(mina 4" 00 , . oo — — — 31/2"(min. -4" 31/2"(min.) = I[[ 9- (2) #5 CONT. 4" 1,4T?? 8" (2) #5 CONT. 4" rr{,�r,R m8„- rrT U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP ("CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE cON��NJCP��f ALUMINUM FASCIA 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING o5�c� QCS _0E NAILED W/ 8d COMMON NAILS @ 4" O/C SEE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. Va SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C �S ��ON , boVirtual Review A 8"x8"X16" KNOCK -OUT LOADBEARINGOR INSULATION PER FBC AND ENERGY coy' Plans Review complet 2x BLOCKING HORIZONTALLY@ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT / ( for compliance with the 2TION Edition INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION by Debra Anne Kl No C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE 11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR G/S3 FOR ANCHOR c„ "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 1/2 GYP. WB (MIN. ) @GARAGE IDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL /8"DIA. EXPANSION BOLT @24 " -ARCHITECTURAL FINISH WALL SEE GG/S3) `SIMPSON SP1 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 ( �° 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J7 2x P.T. PLATE SPACE ANCHOR .C. W/ 7" EMBEDMENT MIN. SHEAR V3500#,MIN. TENSION 2600#) 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 U) 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 � °. co Z co s � 6 MIL VAPOR BARRIERr- t> • 04 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 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS = � s• e _ 11 ao SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / 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. 1 1. NAILS BAR FT TYP. 2x P.T. PLATE R #4 REINFORCING BAR ►,,�= _ice_ I GRADE 40 ., ... _ GRADE .... FOOTING.. SHOWN FOR CLARITY . MIL VAPOR BARR IEIT`V�g=jjq V. II' - II I .��_ A_.: _ � � .._ �..y. I' I�-II-�II-,III=II-II�II-II�II 11.�11 III-=11--11 ll • -1 c II�IL Ili-�, ly =11�11�11�11�11=11!�I NOTE: — - e "FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — — — — _ D1557) EUP 11-411 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 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ' v GRADE 00 — — a • SOME _ (1) #5 REBAR w/ OPT. :I II I I — HI SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' •� O.H.D. RECESS = r N M _ �. M •i _ °P SEE A/S3 OR J/S6 , I t r1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. -3 1/2" •' 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 E 6x6W1.4xW1.4 �t ' m WWF OR FIBERMESH E 7,. . — N e M 6 MIL VAPOR _ BARRIER 4�"1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ' ON 3" CHAIRS 10" (TYP.) 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 ARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR " " & LAYOUT DESIGN " • ' TOP OF BEAM 1V SEE ROOF PLAN Oo c — — a'. ' ° a A -'- (2) HTS20 FOR STRUCTURAL r E — BEAM SIZE & N a a CONNECTION INFO C13 - . ' . ° 8 zx4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ 71161, MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 " 8 0.8.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE COLUMN LOCATION ¢ ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > E SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE s w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3"TAPCONS 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. w 0 SIZE VARIES PER PLAN M a > w/ MIN. (2) #5 VERTICALS Ot7 ? G ADE > FILLED SOLID (SEE PLAN FOR o W SIZE AND REINFORCEMENT) c7 • W z= D f= a. W W z BRICK PAVERS or SLAB PER 8 o "' _ • • • • 0'-0" FIN. FLR. COMMUNITY SPECS " N _i " Ul FOOTING BEYOND ti .., : • , f •; •• ; PAD REINFORCEMENT 3" MIN. CLEARANCE �..y SE F UNDATION (SEE SCHEDULE) FOOTING WIDTH �. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 311-r-0• SCALE: N.T.S. S3 V .,.. IN , U To the best of the Engineers knowledge, information and belief, the structural plans and sperifications contained withln 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. W a (N N �i 0 (I)°o ari .4 NNp3 2 . s v 13 a LL L� LL urLU a Z W m A crn a yOG � 0 L1`1 77 N 9 ILZ;; Z CO 0 04 q J O O U W ❑❑ co 7 M z O 4 � v cn z 4-+ �, U w In c d 8101 w 8I i U2 Q M, w M Y � O Z � wo >� E0 p a® �o U `g �U 7 H ro lu rz C �t Ou �z w v il< .y O > Lo 0 m M 0 L CO (Q cc N O � CD Q � U) N �,-,. m c CO N Q) r chi 04 r EE M y T 0 c E N N C 0- U _j Q p JOB NO : 23-00505 SCALE : AS NOTED SHEET NO. S3 (MONO)