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W M LO Q 9 g c Q 0 E �E S �€S 0 0 c 81 0 i V I q) OcV S O a Cl r.' Li ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 17FTYP')7 VARIES 5/8"OR 1/2" HIGH STRENGTH ' (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ I/ TI (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" _l 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 11(R302.11) - - - -- SHEATHING REQ'D. FOR ALL FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH z - - -- - -- SHEATHING W/ 8d COMMON NAILS @ PRE ENGINEERED WOOD APPLICABLE. _ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & -� _ SLAB & BLOCK HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - - -- - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " JO.C. ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" MOISTURE BARRIER t, ° A.F.F. @ 2400R 5/8"x10' WEDGE ANCHOR 21' SHINGLE ROOF, SHINGLES TO ° C') BE IN ACCORDANCE w/ ASTM =1=1 = I— " u ' wil I4 ELEV.-0'-331/2"MIN. D7158-CLASS G or H, or ASTM TI ; I A.F.F.D3161-CLASS F, IN ' I-1 L — ° 2x4 CONT. t� ACCORDANCE w/ TABLE N " R905.2.6.1, FLORIDA BUILDING �_ill� ll_ .II I I o0 ,��4' ° •' CODE 7TH EDITION (2020) 8" I _I j[ fI l l I III I I I I GARAGE DEPTH VARIES 31/2"(min. RESIDENTIAL - ROOF SHEATHING - SEE -=T TTr SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" FRAMING SHEET FOR U.N.O. N SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL Lq) STEP C ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \j,N,0• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL LSEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 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 Q 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 b 6 MIL VAPOR BARRIER ; p 1 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" 1'4' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �• z M � 4" co T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� `--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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) A.) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) GA -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 111(R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1111) (ALT: 1/2"xl2" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ,6x6W1.4xW1.4 6x6W1.4xW1,4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. Ali 1/2"(min.)-4" �T1/2"(min.)-4" 31/2"(min.)-4" 6H (2) #5 CONT. 4" iT7 EN {1 41 8-1 I U.N.O. MIN. SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=V-0" SS SCALE:3/4"=V-0" S3 GCS' Po,4 o S�GJ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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 LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cc 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C-M-U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) 1"x P.T. STUD SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 11 (R302.11) SEE CC/S3 OR C1q LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10d NAILS BOLT INFO. @ 24"" O.C.BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" .VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS 20" MIN, LAP 24" MIN. LAP SPACE ANCHOR 3500#,MIN. TENSION 2600#) *SIMPSON SP1 6 x 6 W1.4 x W1,4 WWF OR [ 1 J SPACED EVENLY 2X PT PLATE #5 REINFORCING N w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED r BAR w END OF 2'BOLTS 6" ^X PLATEAX N WWF OR FIBERMESH E 2x P.T. PLATE a M -- TYP. c PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° ! e n r+ GRADE 40 MIN. i 40ksi ii e GRADE N z #3 � #4 LAP SPLICE � . . [GRADE 60 MIN. Fy= 60ksi] � - — r z FINISH GRADE 25" MINLAP 30" MINLAP _ a D n. 4 MONO OR STEMWALL "' ' ° [ I UU FOOTING MONO SHOWN oo w ° FOR CLARITY °O 6 MIL VAPOR BARRIER A. ° R 1 7/8" U)z #5 REINFORCING BAR — — —_ z - g #5 LAP SPLICE - - m _ — _ � �- I "MIN. LAP MIN. LAP T 36 36 N AIR NOTE: _ _ [ ] 0 3 CHAIRS e `�' COMP. SOIL. COMPACTED TO - 8 1-4 8 FOR BEARING WALL - - TYP. o - - _ 10 / MODIFIED PROCTOR ASTM 95 0 W/UPLIFT ONLY -- - l D1557) 411 1'4° #6 REINFORCING BAR #5 STD. 90 HOOK - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING E #6LAPSPLICE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" " ° i GRADE 00— _ (1) #5 REBAR w/ OPT. — 11 I I I I— SCREItN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=V-0" S3 - BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS z Cn ram= - - ` I � I � ,•,T SEE A/S3 OR J/S6 FOR REINF. INFO. I I 13" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" INFORMATION. SS SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SS SLAB SEE PLAN 1 1/2" RECESS FOR VARIES 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 FORJ1111,• & LAYOUT DESIGN — TOP OF BEAM SEE ROOF PLAN c °. ° ° ° c (2) HTS20 FOR STRUCTURAL :- — — BEAM SIZE & N a CONNECTION INFO r, 11 zLa P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ - SEE A/S3/J/S6 8" nis" MIN 7/16" O.S.B. SHEATHING O.S.S. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ a SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE rM „ 1/2" 2" FROM SLAB Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. - J CONT. BEAD SEALANT SCALE: 3/4"=1'-00'-0" S a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a=: 31/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND • q GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL - EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD e STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN w 0 SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS s z RA 00 - G TENSION 120#) CONCRETE SLAB >di FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 g w SIZE AND REINFORCEMENT) Uj - C7 • -- °0 WWF OR FIBERMESH z a w -- -', v - - z _ `v BRICK PAVERS or SLAB PER 00 U' = • • • • -- s _ Z ° 0'-0"FIN. FLR. COMMUNITY SPECS `l � - M 6 MIL VAPOR — FOOTING BARRIER — _ - -' BEYOND — >T011_ FIT ~ ,, •. ,.., PAD REINFORCEMENT 3' MIN. CLEARANCE ;•1.'1 • �' • •'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH L4" 4" : ,�. „ CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" SS SCALE:34"=,-0" SCALE: N.T.S. S3 N N C4 c0 m C > W O t G O a.. N f0V y- •N N O C7 f0 Q � N Y > C, u • L2 3 CCd�t� Cm O a. V C, O Wly�iv S10� \ !i1`�!0" 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 WW ` d E N QLl r rFin 00 Q ` J u_ W a Z i 3`._ a as o �$m o 1 m &1 LL Z 04 MZ d N z • W ❑ ❑ z z a z U Q) +-+ (� U r„ w � W w 1 �N = ) s U c Q Y 0 N O `c1 M o� w ;LL o E:E ►`°� W� _ ° z g E d0 8 < CV � �oM o � Z:3 J a ° �z 3 °off �o W �o w 05 ZI< 0 00 0 L6 0 d' rn M 12 O L Ito Q Cr Y T W 2 N 44-1 0 N IN 0) Ln N 11) ai LO N f/! c Z E c ai c a ci ¢ o JOB NO: 22-08304 SCALE : AS NOTED SHEET NO. S3 (MONO) sTc