Laserfiche WebLink
-C <br />,0 <br />C14 <br />:9 <br />cc) <br />53 <br />'Z <br />C:) <br />:0� <br />00 <br />LO <br />4% <br />to <br />C14 <br />E <br />1.2 <br />0 <br />E <br />!,a- <br />C-4 <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) I VARIES <br />Irk <br />5/8" OR 1/2" HIGH --- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE 'X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ T' O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL-/ <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />V <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.1 1) <br />16d TOENAILS T & B-\\ <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA - X 3 1/4" TAPCONS @ 24" O/C & -2 <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />MOISTURE BARRIER <br />-SHINGLE ROOF, SHINGLES TO <br />A <br />A <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />8" <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIESk <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" � S3 <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"4"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE 'IS" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS(SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />CV) <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />/-NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />A <br />00 <br />0? <br />6 MIL VAPOR <br />BARRIER <br />t> <br />COMP. SOIL. <br />(COMPACTED TO % <br />MODIFIED PROCT <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />-4" (1 STORY) <br />STD. 90 NOOK (SEE <br />U.N.O. 1 <br />4' <br />V-8" (2 STO RY)j <br />DETAIL) <br />TYPICAL WALL SECTION <br />K"A <br />SCALE: 3/4" = V-0" <br />1�� �, <br />I a <br />Sm <br />16MM <br />SEE A/S3 OR J/S6­-114r--WM--LL94FU-17 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR") / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1 f' (2 STORI ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />8"x8"xl 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />............ <br />I <br />GARA( <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />7PF --TV/17 <br />I I I I I I I L <br />-T- -6;d <br />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 <br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. W/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />G <br />S <br />Y <br />B <br />T <br />P <br />IT <br />RE <br />T <br />B <br />N <br />Y <br />L <br />G <br />P <br />E <br />T <br />E <br />RO'7 <br />0 <br />M 'T <br />B <br />E <br />R <br />L, <br />A <br />-/t , <br />SEI <br />CO <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS 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. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. <br />)LT <br />a OC <br />SHEATHING REQ'D. FOR ALL HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ ,.---2x BLOCKING HORIZONTALLY@ INTERVALS <br />,,,.--�x BLOCKING <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) 7*0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS <br />5/8110 x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE <br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />al M/ n. nII Al Ir I II)II UrN ')All ') n T OnTTnRA MI Arr- PF=IKII:0Pr1=M1=NT Amn wii I NCIT?l 'n D T Mf)T-rnkA 01 ATC <br />k x kw- A . . 'A . . <br />O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1 4xW1.4 <br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH <br />3 1/2" M IN. 3 1/2" M IN. <br />�2 <br />.7 <br />�71 A I� <br />"(min 4" <br />1/ "(min <br />�2 n 4 -4 <br />;0 ;0 r2 <br />C. tM I - <br />31/2"(min I - If 3 1 / "hin.) 4' <br />(2) #5 �CONT. -/' 4 H 11-411 8" (2) #5 CONT. M 4" '41 8-1 <br />H N 0 MIN. <br />U.N.O. MIN. . . . <br />TYPICAL BEARING WALL �b STEP (a) SHEARWALL C TYPICAL BEARING WALL @ STEP rCC <br />"SHEAR WALL" SCALE: 3/4"=V-0.' S3 SCALE: 3/4"=V-0" � S3 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S. P. F. ST 16" <br />BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD. <br />If <br />c4 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />ON <br />0\01 <br />LOADBEARINGOR <br />INSULATION PER FBC AND ENERGY <br />1, <br />Co <br />2x BLOCKING HORIZONTALLY@ <br />EXTERIOR WALL <br />81, C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />INTERVALS NOT EXCEEDING <br />1 "x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />SEE SECTION C/S3 FOR <br />10-4- (R302.1 1) <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10-4- (R302.1 1) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />C14 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />-1/2" GYP. WB (MIN.) @ GARAGE <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW-90 NOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />SIDE IF APPLICABLE. <br />BOLTINFO. <br />5/8"x6" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />0 <br />10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />518"x6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />*SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20' MIN. LAP [24- MIN. LAP] <br />#5 REINFORCING <br />X <br />)R <br />SPACE ANCHOR <br />3500#. MIN. TENSION 2600#) <br />W1(10)10d NAILS <br />SPACED EVENLY <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />1< -j <br />< <br />tD <br />BOLTS 6" MAX FROM <br />FROM <br />END OF 2" x PLATE <br />L T <br />A E <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />TYP. <br />ASSUMED FINISHED <br />-1 <br />C� <br />E <br />PER MFR INSTRUCTIONS <br />'�'�#3 OR #4 REINFORCING BAR <br />X, <br />X Uj <br />GRADE <br />C:� <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40kSi <br />CL <br />A <br />MONO OR STEMWALL--1--11 <br />A t> <br />Cl) <br />FINISH GRADE 60 2 <br />25' MIN. LAP [30' MIN. LAP] <br />Y= 6oksi] <br />.7 <br />[GRADE 60 MIN. Fy= 60ksi] <br />(n <br />% . <br />1> <br />FOOTING MONO SHOWN <br />;0 <br />t> <br />6 MIL VAPOR BARRIER <br />00 <br />Uj <br />FOR CLARITY <br />A. <br />#5 REINFORCING BAR <br />R 17/8" <br />2� <br />#5 LAP SPLICE <br />H <br />TV <br />- <br />NOTE: 7 <br />"FOR BEARING WALL C14 COMP. SOIL. (COMPACTED To <br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM <br />D1557) <br />4" 1141. <br />I f <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4"--\ <br />GRADE <br />.4 <br />(1) #5 REBAR w/ OPT. <br />T <br />REEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=1'-0" � S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13-1 <br />0 H D RECESS <br />4,1 <br />4', <br />T.Urr'l I <br />4 <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />MIN. CLEARANCE <br />1-4- (1 STC <br />RY) <br />1 '-8" (2 STC <br />RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />�3 <br />ADDITIONAL INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALj* <br />,,0-0" <br />A,. INTERIOR <br />A. -3 1/2" <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB---, <br />;0 <br />6 MIL VAPOR <br />BARRIER <br />36" MIN. LAP [36' MIN. LAP] <br />ON 3" CH <br />77% 0. <br />(TYP.) V-4" 8" <br />-#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />'� �3 <br />SCALE: 3/4"=V-0" <br />� �3_ <br />VARIES <br />EE PLAN <br />1 1/2" RECESS FOR <br />x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />I <br />WWF OR FIBERMESH <br />1 Od NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />I <br />A <br />d <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />jh <br />& LAYOUT DESIGN <br />TOP OF BEAM '4V <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />A . A <br />A <br />cn d <br />(2) HTS20 <br />4,- <br />BEAM SIZE & <br />jt4 TU.. <br />CONNECTION INFO <br />Cl) <br />7 <br />T <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81' <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />Cn 0 OPTION #1 <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />::� <br />W <br />COLUMN SIZE AND BASE <br />23 <br />W <br />III <br />CONNECTION INFO. <br />SLAB STEP & RECESS (a) S.G.D. M <br />Cn <br />SCALE: 3/4"=V-101" <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />wif 1/4"x3"TAPCONS <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" 0. C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />INSULATION PER CHART <br />z <br />0 <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL-\ <br />MAT REINFORCING. <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />00 <br />CONT. BEAD SEALANT <br />cr <br />w/ M IN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 <br />W <br />Uj <br />SIZE AND REINFORCEMENT) <br />W <br />WWF OR FIBERMESH <br />W <br />W = <br />LU <br />W <br />-A <br />A <br />BRICK PAVERS or SLAB PER <br />W <br />80 (n <br />N <br />z <br />z <br />0. <br />COMMUNITY SPECS <br />U- <br />W <br />"",-FOOTING <br />14" 14" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE: 3/4"=V-0" � �S3 <br />I I .: I . - 1. 1 1 1 RCEMENT­/ YOND <br />Mr .. . PAD REINFO 3" MIN. CLEARANCE <br />SEE LIN ATION (SEE SCHEDULE) FOOTING WIDTH <br />CONC. PAD INFO. <br />4 SEE SCHEDULE <br />TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL // �N <br />SCALE: 314"- V-0" <br />SCALE: N.T.S. �3 <br />LU <br />z- <br />C', <br />>< <br />LL- <br />04 <br />C= <br />C14 <br />W <br />cm- CU <br />E <br />aj 12 <br />vo <br />co CU -L7 <br />Cj CLI <br />0 vVN <br />�SE <br />< 13 <br />LU <br />W <br />FLO <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />6) <br />W <br />E <br />0 <br />04 0 <br />LT <br />L-L <br />Z 12 , 2 <br />CL <br />W OX <br />W M <br />z 04 Z < <br />M <br />< <br />6 u <br />z <br />W 130 <br />(D v) 'n, <br />v) :7: q <br />(1) <br />4-J <br />(13 LLJ <br />U <br />0 LIJ <br />Ln <br />Luu- <br />d <br />< <br />ILL- <br />E <br />0 <br />E <br />ro <br />zC <br />.8 <br />z <br />0 <br />L0 <br />L0 <br />T <br />M <br />< <br />L9 <br />co (y) <br />CN <br />j <br />C <br />0 <br />0 .6 4- <br />2 (1) <br />T <br />N <br />ca <br />4- <br />LO <br />U) <br />0 .4 C') <br />0) <br />ca <br />C:) <br />CN <br />U-) <br />cv") <br />Cn <br />< <br />6 <br />E <br />4� ce) <br />C It <br />0 <br />z <br />z <br />:3 CN <br />E <br />E2 0 <br />< <br />JOB <br />NO: 23-00518 <br />SCALE : AS NOTED <br />SHEEr NO. <br />S3 <br />(MONO) <br />