7002-7018 Ripple Pond Lp - Laserfiche WebLink

Browse Search

_ 1' 1 1,, 1 I —l_ I' !.' II 1 1 1' I I I I _ _.. i i- I 12 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES UR FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 2x #2 SPF STUDS @16" O.C. W/ (2) _\ 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z TRUSS @ 24" O.C. U.N.O. APPLICABLE. HURRICANE ANCHOR @EACH 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE E METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N MOISTURE BARRIER CHAIRS (TYP.) WWF OR FIBERMESH SHINGLE ROOF, SHINGLES TO o ° BE IN ACCORDANCE w/ ASTM a' a D7158-CLASS G or H, orASTM T DTI 61-CLASS F, IN 7 c - r�"r ACCORDANCE w/ TABLE _� f' R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8„ I —I� I IIT ITS ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 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 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E N °p c x Z C � 6 MIL VAPOR III ► - _ = z BARRIER D COMP. SOIL. (COMPACTED TO 95%- MODIFIED PROCTOR Tff ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" —[�O.H.D. RECESS � z SEE A/S3 OR J/S6 I I T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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 TYP. WALL SECTION LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) `SIMPSON SP1 w/ 110110d NAILS SCALE:3/4"=V-0" S3 IV ' 1V I IV I IV 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 GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND 12" O.C. @FIELD SLAB & BLOCK °� "SIMILAR AT FOUNDATION ONLY" - SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 5/8-x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-01. (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 1\ l A.F.F. OR 5/8 x10' WEDGE ANCHOR @ 24 �� x 6 W1.4 x W1.4 � 6 x 6 W1.4 x W1.4 - O.C.) 2 WWF OR FIBERMESH ATTACHMENTS /� 2'� �` WWF OR FIBERMESH ELEV. 4-3 1/2" z �31/2" MIN. 1 �31/2" MIN. I 2x4 CONT. A.F.F. o , / ° Nu ° ° — — 1 L1Tr 1 /2"(min.)- 4" oo p ° . �a — — lli 111T 1/2"(min.)- 41, I--.•. rrr P •LLlr rrr m 4 � •� � •- GARAGEDEPTHVARIES r3l'/2"(min)-4" 31/2"(min. -4" - - -T1 T 2 �; �T�m m� (2) #5 CONT. 4„ 1'-4" 8" O #5 CONT. 4' �'-4 8" GARAGE SLAB AT STEP rB U.N.O.MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" �53� SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1 "x P,T. STUD 'v #5 VERT. IN FILLED CELL N I I I I I I TYP. `2 2x P,T, PLATE . ASSUMED FINISHED I GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 _Z NOTE:s • N r FOR BEARING WALL W/ UPLIFT ONLY - - - - F ALL TO C.M.U. WA NNECTION FRAME L W L CO SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 _- --I 1 ° _ 11 f M T—i 1 i- 1� _ _ (1) #5 REBAR w/ OPT. ' I I1- =1 1L -1- - fO' I I=SCREEN ENCLOSURE TYPICAL THICKENE EXPANSION JOINT MIN. B EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13 TO.H.D. RECESS •A v TM II—f ITI 1= • 411 II 1 SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOM SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S�GUP� t0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS @24 " SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7' EMBEDMENEXPANSION T (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP (24" MIN. LAP ] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 N WEEP SCREED INSTALLED ~ END OF 2" x PLATE � WWF OR FIBERMESH Cl) € d F PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR U I---- I D IP a T .— — v . ° _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° M D ° 0 FINISH GRADE °O 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]-: a g — — D r \ 6 MIL VAPOR BARRIER �� e ° - �p R 1 7/8° w U) - - p A - _ — Tr _ rr #5 REINFORCING BAR • — — �j��j-�T #5 LAP SPLICE (2) #5 CONT.— COMP. SOIL. (COMPACTED TO - ° ° 36" MIN. LAP [36" MIN. LAP] r' ON 3" CHAIRS 1'-4" 8" 95% MODIFIED PROCTOR ASTM - - - r, 10" (TYP.)8" D1557) 4" 1'-4" rR #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. VARIES 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 7II7I-7��= SEE ROOF PLAN - -4 Q ° ° d M (2) HTS20 FOR STRUCTURAL BEAM SIZE & Ta' p CONNECTION INFO P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB U-011 J CONT. BEAD SEALA� INTERIOR 4.. -31- /2� 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 40 6 M 6 MIL VAPOR BARRIER 4" 14#1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -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 6x6W1.4xW1.4 WWF OR FIBERMESH ° K S3 2x4 P.T. PLATE 3 7116 O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ _ MIN 7/16" O.S.B. SHEATHING SEE /S6 8" z0 ATTACHED PER NAILING REIN FOR REINF. INFO. OPTION #1 LU SCHEDULE er a SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rm`�� SECURE 2x4 P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1l4"0" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 I I FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ATTACHMENTS EXTEND FILL CELLS , TO FOUNDATION PAD _t SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. = ' SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 002 GRADE M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) � • Uj Z r_ LU Q BRICK PAVERS or SLAB PER 00 0 "� • • • • z 0'4' FIN. FLR. COMMUNITY SPECS L` au1 --- - - --- FOOTING J BEYOND _,..• . PAD REINFORCEMENT 3" MIN. CLEARANCE ..M •` :s • •• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. �, SEE SCHEDULE - TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3l4" = 1'-0" SCALE: N.T.S. S3 N A • N U2 a r, Z } w o � x o o N � N � 4 N a w x Q M. d ? E N p c ..., c>r v 3 ` to m OJ r •d 41 n N d'� E o �� F"L�� Y• fltl,l}It 1 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 - Residentlal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Ia O 8 U p 47 N M0M y 04 O % LL N M R u uj JLLLL o- Z �o g W p 3 mN �c °' o' m W IL w 04 Z a J- I 0 N OU * Z W o ❑ ❑ z N M Q E3 vl;;, N M '' nn V0 �-J 0 O � w � y w ti CD CIDZ M M J U a E E OU i o �g oLL L aR =® on w� Z CAI E O q K 5 w0 mp ra z �¢o� Z�c W U Z 1E� oil �q O a� q0 v il2� k ° 3 2ca >M c F-- 0 i Lf 10 cu^o O o T c 0 T Cr O _ ^, c10 rn a Q -� ate-+ CN 11--- r O O O c U') I� N M Q O � T_ o � T E C f Z OW y a E 0 _j Li ¢ o JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. S3M