6563 Paden Wheel St - Laserfiche WebLink

Browse Search

(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 A(2 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR OF>PIT)CH 4:12 OR LESS. 12 PRE ENGINEERED < WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. -ROOFING (SHINGLES) FOR UNDERLAYMENT INSULATION BAFFLE SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SNII) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN C ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL 'N,_�_-SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER _j PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 U) 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od LAYER 1/8"THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ z: INSULATION PER 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000SQ. B �R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEQwm- 6 SPACE INTO APPROX. EQUAL AREAS. _40 FLOOR SYSTEM ETAL SEAT EIR PLAN 0 /-,--MOR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE ')V @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS '�', ��__STD. 90 TiOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16"CONC. KNOCKOUT INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GRIOUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ,,,,-ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U' 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. LU �L AT GARAGE CONTRACTOR BASEBOARD to C14 TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE- EXTEND DECO FINISH MUNICIPALITY 410 6'; BELOW GRADE E 7 ........... /FINISH A* GRADE 00 A 00 6x6 W1.4xW1.4 A 4 WWF OR FIBERMESH -1 �-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE: 3/4"=V-0 � S6 USP LSTA24 STRAP W/ 8-1 Od X 11/2" NAILS TO STUD 2x STUDS @ 16" O.C. V . , & 8-1 Od x 11/2" TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2) 1 Od @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON 2nd FLOOR WAL NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2"x BOT. PLATE W/ (2) - 1 Od @ 6- O.C. 2X4 RIBBONS, EACH W/ 4-16d 'T BEAM/GIRDER NAILS INTO EA. FLOOR TRUSS //-WEEPSCREED INSTALLED PER. MANUF. -USP HTA20 @ EA. TRUSS 10 - 1 Od x 1 1/2" NAILS INTO FLOOR PRE-ENGINEERED TRUSS & MIN. 4" EMBEDMENT IN FLOOR TRUSSIJOIST FLOOR TRUSSES KO BLOCK 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Old x 1-1 /2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST *USP MP4F @ 24" D.C. W/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 11/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 0 me 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 11-P, CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" OIC, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING __�_WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1 ST 2'-0" OF 10-1 Old X 11/2" NAILS INTO END WALL W/ (2)1 Odx3' @ EA, BLOCKING TRUSS & MIN. 4" Elkin [KI-M ')"-All 01 nr1VIKIf1_ EMBEDMENT IN CONIC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S 6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRIL ,-- B.I.I.C. 8 - 10d NAILS TO STUD PER STRAP MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) I(' O� SCALE: 1 1/2"=V-0" �6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR INFORMATION 1/2" GYP ' W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-15". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-13" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Af j' A'V 4, I IT AV-Lrm- LIP (3) #5 CONT. ON 3" 8' 11-81, CHAIR W/ 3" MIN. - =CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" � S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING As REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE /-BEYOND I -- _rr - - - - - - ------ ----------- - 7r- IT __ Tr rr i:;t �_15/32'OSB - II II II II (I EXPOSURE1 16. .1 11 11 11 1 SHEATHING W W SOLID 2x 0) BLOCKING @ ALL SHEATHING EDGES (SEE OPENING SECTION X-X) W x W -2x STUDS W BEYOND to SEE PLAN LIL_ _LL_ _11. LL_ ��-2�4 P.T. BASE \_(�)_'HORIZONTAL PLATE BEYOND 2xRIBBONOR-r VERTICAL SEE PLAN 111ING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r'A1A-r1^L1 MIAr%r'%A1A 4 FT - ---------------- -------------------------- 5 FT.1 4 FT. 5 FT.1 4 FT. ------------------------- ----------------- 7 4 FT. 2 (D 102 2 4 FT. ----------------------- ----------- 4 FT. (�) (�) 4 FT. ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 1 Od NAILS@ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) W ZONE 1: 8d RING SHANK NAILS@ 6"O.C. ON EDGE AND 6"0.0 INFIELD ZONE 2:8d RING SHANK NAILS @ 6" D.C. ON EDGE AND 6"O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4- O.C. ON EDGE AND 4" O.0 IN FIELD 0 z (NOTE: IF518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING w 7: 0 SHANK NAILS) NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) OR 7116" OSB MIN. (SHINGLES) SPAN RATED 24116 W 0 j � 0 a SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH cr 00) Co j :3 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 2 LL z W 0 U. STUD AND OR BLOCKING AT ALL EDGES. N W 0 U. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHAI I NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 318" SPACING S N4' S 1/2" 7, 1/2' SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q�) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4' O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3- D.C. W/8d COMMON NAIL @ NAIL INT. AT S' O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4' O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ lid COMMON NAILS @ 4- D.C. @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8*. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 D.C. STAGGERED WALL SHEATHING INSTALL. &NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN \-INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2X STUDS TYP. P P.T. BOT. PLATE 0, [V�FLOOR TRUSS BEAM SEE PLAN FOR REQUIRED-` CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN.\ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBER ME SH E co 1-111 1 1 1E d I A 4 7111 ad I A\ .1 A (3) # 5 REBAR ON 3" CHAIR V-81" W/3" MIN. CLEARANCE ce HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2"x4"WALL 2"x6"WALL STRAPS JACKS I STUDS JACKS STUDS SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) USP LSTA30 1 4-4 (2) (3) (2) (2) (1) LISP LSTA30 1 9!-16' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS@ 16" O/C -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE AL I thNA I t t-UU I INU ( v @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-101" FOR ADDITIONAL '\, �S6 INFORMATION. 0 Ln z M z CO Z __j Q) 4-J LU U 0 LU U0 E 9 W C') V) (10 LU I_ E 8 C14 0) Cn 0) Cl) C M Cl) [! Q 0 C', W C� 00 C) .3d 0 Cx to 0 v < 00) -07, A I 0 D. N C-13-D r 0 F, 10 0 z "U UJI 0 < C-) N F 0. L z........ UM 1WU Mm j le, F, To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. L# 0 z 0a) N Ul) 5 t.0 > U-) M - C) U-) M Ln 0 - rL ILL z U 0. 00 z E z LU W _j tD uj z zu_9 LU z � 2 U a 0 or 0z >. z < 0 >_ z 0 0. W <Ux< Z LZL, 9 z - z z C3 LU 01 Ru 0'. D 3: U 0 814 a W a 2 �5 LU 04 a. 0 z 0 LLI z L4 C:) Ln C,0< < F- �: (A he W LU in OZ 8 21 0 U (7 or- Z z z 2-: r) Zcv-- z L. 0 121 8 0 LU (D _j < < _j > LL1 LLj 0 LL Z 0< !�!� I� ox: 8 C& � W (A Ln I z LU 0 < he LU F- z U.1 > 0 z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 1525 JOB NO: 17-1426 SHEET NO. S6 (MONO) L W FIL I . is.