36029 Stable Wilk Ave - Laserfiche WebLink

Browse Search

(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24- O.C. MAX. SHINGLE ROO FOR UNDERLAYMENT SHINGLE ROOF REQUIREMENTS SEE R905. 15/32"CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR UMINUM DRIP EDGE PLAN 7) 75 (_-) ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W/ 1 3/r DRYWALL o SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8"O/C WALLS I 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 PLYWOOD SHEATHING 2X BLOCKING @ EA- WALL _j n CO) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO 16"O.C. 2X S.P.F. STUDS 0 Uj a x W/ (4) 16d TOENAILS TO TOP PLATE 0 (j) 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8"OVER 2X BOT. PLATE W1 (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 _j LAYER 1/8"THICK. COMMON @ 6- O/C EDGES AND 12' O.C. FIELD INSULATION PER 10GYP. WB OR 318" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C TOONE SIDE OFTHE FLOORTRUSS FOR AN AREA 100OS(. B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ � FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL�� I S6 S6 SPACE INTO APPROX. EQUAL AREAS. I FLOOR SYS7 ETAL SEAT ER PLAN OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 518- GYP WI3 (OR 5/8' GYP. TYPE - X' @ GARAGE ONLY) W/ 1318- DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8'O/C WALLS 1/2"GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24"O.C: M :00 ru STD. 90 HOOK (SEE DETAIL) 8"x8"XI6"CONC. KNOCKOUT BLK W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU 0 4*x4" INSPECTION PORT AT _j 0- EACH FILL CELL TYPICAL LU co 0. AT GARAGE CONTRACTOR a U) 041 TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ZINISH GRADE go "--STD. 90 *HOOK (3) # 5 REBAR ON 37 CHAIR (SEE DETAIL) Wr3" MIN. CLEARANCE TYP 2-STORY WALL SECTION K'7 SCALE: 314"=V-0" S6 USP LSTA24 STRAP W1 8-1 Od X 11/2' NAILS TO STUD .... ... 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. OR TRUSSNOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-112" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST *USP MP4F @ 24" ox. w/ 12-8d NAILS 1 St FLOOR WALL--�'�' SCALE: N.T.S. Tx BOT. PLATE W/ (2) 10d @ 6' O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-10d x 11/2" NAILS TO STUD & 8-10d x 1 11TTO 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. TX4" PANEL BLOCKING @ 48' O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SPACER BLOCKS E S6 "r CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. 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 I SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. TX4' CROSS BRACE @ 48' USP HTA20 @ 24" O.C. W/ O/C FOR THE 1 ST 2'-0" OF 10-1 Od X 11/2" NAILS INTO END WALL W/ (2)10dX3' @ EA. BLOCKING TRUSS& MIN. 4" END INTO TX4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 16' O.C. 2"x BOT. PLATE W/ - (2) 10d @ 6- O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4' O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. -USP HTA20 @ EA. TRUSS W/ 10 - 1 Od x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL (FLOOR TRUSS' O� SCALE: 1 I/T=V-0" SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL NOTE: INFORMATION 1/7 GYP W.B. MIN.@ E SIDE IF APPLICABLE (1) ROW OF 2X BLOCKING @ MID HGT. FOR WALL HGT. < 8-6'. (2) 1 0""J" BOLT W/ 8" ROWS OF 2X BL0CKIk_G @ 3rd PTS /-5/8-DIA, X FOR WALL HGT. > V-6" EMBEDMENT @ 24' O.C. W/ TDIXX 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS@ 1 IT'O.C. TENSION 2600#.) 6 x 6 WIA x W1.4 2X P.T. PLATE WWF OR FIBERMESH I I _ --L:---[-(3) #5 CONT. ON 3' CHAIR W/ 3"MIN. 8" 11-80 8" 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" S6 ADDITIONAL SLAB INFORMATION. iv&- OSS EXPOSUREI SHEATHING PROVIDE BLOCKINGAS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND —15W OSS EXPOSURE1 SHEATHING -SOLID' 2x BLOCKING @ ALL SHEATHING EDGES(SEE OPENING SECTION X-)0 IL Cc W IZ —2x STUDS uj BEYOND. x SEE PLAN LI 8 ----------- % FLOOR Y ,I _U "-2;A P.T. BASE 2x RIBBON OR—r VERTICAL \--&JHORIZONTAL PLATE BEYOND SEE PLAN BL111G BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 4 FT. 2 2 5 FT. 4 FT. (D 4)� 5 FT. 4 FT. 4 Fr. i2) /(2 (D FT. 4 FT. 4 FT. 2x CRIPPLES @ - 16' O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM k4/ ROOF NAILING SCHEDULE: a Lu ZONE 1: 8d RING SHANK NAILS 0 S' D.C. ON EDGE AND S'O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS 0 6" O.C. ON EDGE AND S'O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4- O.0 IN FIELD (NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/? PLYWOOD (17ILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24116 R 0 -1 § SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U. 0 STUD AND OR MOCKING AT ALL EDGES. N Lu U. x M �r- (0 LL. A MINIMUM 1/r SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT . PENETRATE SURFACE MORE THAN 1/8" 3/8' "S' = NAIL 3M' SPACING 3/4* S 1/2' rr, S 4__ S 4�� SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING I& NAIL AT BASE 2 ROWS 0 4- O.C. W/Sd COMMON NAIL NAIL AT TOP PLATE TWO ROWS 0 4- O.C. W/Sd COMMON NAIL @ NAIL OPENING PERIMETER @ 3- O.C. W/8d COMMON NAIL @ NAIL INT. AT 3- O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/Sd COMMON NAIL SHEATHING SPUCES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS 0 4- O.C. (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 lrt DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 11r. AT ALL PANEL MOCKING LOCATIONS MIN 2 X 4 #2 SPF V TURNED ERTICALW17/16' OSB FUTCH PLATE TO W/ (2) C 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL V W1 (4) Bd NAILS 2) Sd NAILS Q 3- D.C. rc_�� WALL SHEATHING INSTALL. �, �6 &NAILING SCHED. 12d NAILS STAGGERED @ IT O/C EACH FACE OR 3-ROWS 12d NAILS :2-ROWS STAGGERED@ IT O/C FOR 4 Tx10"OR GREATER HEADER SEE FLOOR PLAN NOTES FOR I 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 SEE PLAN FOR REQUIRED-_ CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE TLOORTRUSS/ (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 1 0""J" BOLT W/ 8" EMBEDMENT @ 24' O.C. W/ TDIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, R 'PIC SLAB W/ 6X6 W1.4XW1.4 WWF 0 R FIBERMESH 4. : \ -A -A. .11 1E1 I lEd I M I 4,. =1 I Mi I -11 Mi I Mi I I— A 111-111-11 17=1 41 11 =_�, - (3) # 5 REBAR ON 3 CHAIR V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENING$ OPENING 2"x4'WALL 2"x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 114 (1) (2) (1) (2) (1) USP LSTA30 4'-91 (2) (3) (2) (2) (1) USP LSTA30 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 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. MANUR 00 FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 SCALE: 314"=1'-V FOR ADDITIONAL INFORMATION. (D V z (D (D co 4--J Lu 0 U 0 E 0f V) 0 U) E — 8 04 04 0 Z5 LL 0 C3 < 0 0 8D N-C-B-D-C f ....... f jD 10 `4 I P2 U0 < To the best of the Engir belief, the structural plans and specifications ontained c within these drawings comply with the Florida Building ade Sth Edition (2014) Residential. Engineer's signature nod seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z r-4 0 a) N :Ee CD 5 ko > (n M z0-4 M N M Ln CA :2 v- 0 Lr, L_ LL. 61 CL OC) z E z 3i LU C) F- WZ _j CD %0 z g �_; 8 0 uj cm �j ui z tA In cf) �2§ zz z 0 -0 2 N In (U C"4 ILLJ 0 0 U (n Z 0, P ad 2 uj z z LU r*4 C'4 M U. 22: �i 9-8 OU �0 < z z ko z z U Cal 0 LLJ z I v) SCALE AS NOTED DATE: 2/24/2014 TECH: ERAND VERSION N 0' 10 SHEEr NO. S6