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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 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 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B 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 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 > A SHINGLE ROOF, SHINGLES TO A BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM i I_ r - ; D3161-CLASS F, IN 1 —' A ACCORDANCE w/ TABLE- R905.2.6.1, FLORIDA BUILDING - i1 CODE 7TH EDITION (2020) 1 RESIDENTIAL 81' ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I 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 TYPE "S" MORTAR -ARCHITECTURAL FINISH U.N.O. 14 (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 n, _ C A A• : Z CD s 6 MIL VAPOR > - - = z •- BARRIER COMP. SOIL, • (COMPACTED TO 95% - - MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 114" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4„ V-8" (2 STORY) 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" PAVERS O.H.D. RECESS � z ' :.. 4" oQ T T 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. 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 EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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" IHOR 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ - - - - - -- -- - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK SIMILAR AT FOUNDATION =__ __._----- --- - SIMPSON SP1 wl (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFER T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE - O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. 2„ x 6 W1.4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 @ 24" O.C.)�_„? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH ELEV. -0 31/2 2x4 CONT. A.F.F. U_V. r c c o a. A 1/2"(min.)-4" v a T1/2"(min.)-4„ N _ �4- GARAGE DEPTH VARIES 31/2"(min. - 4" 31/2"(m (2) #5 CONT. 4„ V-4" 8" (2) #5 CONT. - 4e m -141 -8"- GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLK"_C� @ rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Wes'. �\SIDS�G�P 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' 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 1 s��N�N�p 5 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 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" (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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR x BOLT @ 24" 0!C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL PLATE W S 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W! 7"EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS 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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH r, E . TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR v a o _ GRADE N_ " n o z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a r D a n FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] — . D T -' MONO OR STEMWALL 9 w 7� FOOTING MONO SHOWN FOR CLARITY 6 MIL VAPOR BARRIER p A ' a - R 1 7/8" - - �- #5 REINFORCING BAR - z I #5 LAP SPLICE NOTE: r FOR BEARING WALL � I _ -, N -- r - - � i' � I I � IL (COMPACTED T COMP SO CO C D 0 ( - � a 36" MIN. LAP [36" MIN. LAP] e ON 3 CHAIRS (TYP.) 8 1-4 8 " W/ UPLIFT ONLY �. � I ; � I � � e 95 /o MODIFIED PROCTOR ASTM �.. 10" I -_ I - - D1557) 4° _ 1'�° - #6 REINFORCING BAR #5 STD. 90 HQOK FRAME WALL TO C.M.U. WALL CONNECTION rD_"� TYPICAL EXTERIOR FRAME WALL FOOTING E #6 LAP SPLICE rF TYPICAL INTERIOR BEARING WALL w/ UPLIFT G REBAR DETAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° A ° GRADE _11 _ (1) #5 REBAR w/ OPT. SEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N Cl) 4e °9 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR I 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 A SEE PLAN FOR " " &LAYOUT DESIGN • TOP OF BEAM SEE ROOF PLAN c - ° ° A a A (2) HTS20 FOR STRUCTURAL41 BEAM SIZE & rg. a CONNECTION INFO A f P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB C-9 CONT. BEAD SEALAN :.. .; INTERIOR A. 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 z' E _ r- — M 6 MIL VAPOR _ BARRIER _ 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T 8" z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 Cil SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. :� w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS S W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E :6 INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN w 0 a SIZE VARIES PER PLAN M CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS °D � R ELU FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 ES w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH �,, ESv a Uj w o v ° BRICK PAVERS or SLAB PER LU 0 o • • • • ___ R z z 0'-0" FIN. FLR. COMMUNITY SPECS LL � it M - - FOOTING v 13 BEYOND .. `•'•.' • L':' PAD REINFORCEMENT „ MIN. CLEARANCE AA :. V. :', SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" 41 •. CONC,PADINFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: 3!{"=,•.o" SCALE: N.T.S. S3 rh N C= iV M G ' m o W � W > w O c �o c, cam•, - m ;" o� 4 "R f4 3; &. m Y y CL. C CP 'C, d c taa E eC p � v 0 %%w1111111111" 2 Ow \� ..,,... F. ,..••• N _ 6 < ' E L. • 44 E S S 1pN� f''�fflr/rltltitLltt`�`\ 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 Engineers signature and seal. 0 � 8 S le ti Lo a W f") 7 M lJi. gLLtL . aai " Z tga 3 pg i roCim 0 � W 01 m (� � M2 L z CD 0 ZN OU W �❑ 0 M Z N c%f z (3 z N z � 0 � o N g 0 W In c U w ' tz U U9-1 o�R Cl) _j Eo E oLL �ry ry <� Z® Q M r3 Z E M &� _ L c ¢� < WW m ZE Z� •S � fn J< y0 Q� sw 3 0� �o W a J �w 0g 'L6 0 o, 0 LO � O O Cr - O a W g CV 1 L0 � lO -a � U) N O 0000 N Lo T Q L T E E c M 04 y T z G z E O �O w E cc C a v _j ¢ o JOB NO: 22-12354 SCALE : AS NOTED SHEET NO. S3 (MONO)