36358 Garden Wall Way - Laserfiche WebLink

Browse Search

LLj M ID Cr CD L0 C) IN V) 0 r E E 0 a rn _W E 1 C-> LZ P") C14 r L ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S. P.F. TOP PLATE -ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S,P.F, STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :� 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALLo--1 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUY_ I AREAS. I IF FLOOR SYSTEM \PER PLAN 41 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 xf:FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - IRSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING Z) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'u, L=1 INSULATION PER CHART ON FLOOR PLAN (13 �R '-_,��S 6� E ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8`X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------, BAND JOIST *SIMPSON LTP4 wl (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER kTE W/ I O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY� "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. ��6 'ex �) I U U'l q I 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSr FLOOR CONNECTION @ MASONRY 1ST 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 WEEPSCREED INSTALLED PER, MANUF. SIMPSON HETA20 w/ (8) 10dxl 1/2" z C NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK ( B SCALE: 314"=V-0" � S6 RIBBONS DETAIL (FLOOR TRUS SCALE: 1 1/2"=V-0" "6,) 15132" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS f REQUIRED PER r SECTION X-X IF uj' NOT FULL _j HEIGHT SHEET--/ U) L 44FLOO, G R SYST M 7 k (2)- 2x TOP PLATE BEYOND I EXPOSURE1 SHEATHING W W F�_15/21Z'OSB x SOLID 2x C/) BLOCKING @ ALL SHEATHING (n EDGES (SEE OPENING SECTION X-X) w Q_ _x 23 W _2xSTUDS W BEYOND. 2w: SEE PLAN 0 L d 0 U) \-2x4 P.T. BASE \__&_jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r-1 r-%1A"r1^K1 r*%1Af%MARA 3/8" "S" = NAIL 318" SPACING S 3/4.11 S 4t" I `Q _�_ S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C� STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". W NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u_ @ NAIL OPENING PERIMETER w/(2) ROWS@ 4" O.C. w/ 8dCOMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Lu STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL Lu 2 Lu LL l- 0 Q� PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF: � 0 0 0 wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0, 0,' 'n' LL XD @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (n Lu 0 LL c,4 LU 0 MEMBER IF GABLE END m U. 7 LL U) NOTE: . 8d NAI LS FOR WALL SHEATHI NG MUST BE MIN. 13 1 " X 2 1/2" . Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 1 SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 4 INTERIOR HEADER: (1 BOSHEAf 2x SILL PLATE W1 (2) X DER (1) ONLY 12d TOENAILS 1 • EXTERIOR HEADERS: (1) 2x S ILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 1 Od x 11/2" EACH SIDE SEE PLAN FOR REQUIRED-' - CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1-4 (1) (2) (1) (2) (1) LSTA30 4'.9' (2) (3) (2) (2) (1) LSTA30 91-1 (3) (3) (2) (3) (2)LSTA30 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Lij PLYWOOD SHEATHING NAILED PER NAILING 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR EACH FILL CELL TYPICAL SPECS ON FLOOR k"=y LU ADDITIONAL INFORMATION @ INTERVALS NOT 1xWD FURRING@ 24" 0. 0- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-O"(R302.11) 2X STUDS @ 16" O/C 1/2" GYP. BASEBOARD to TO CUT BLOCK OR POUR SECTION J/S6 W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W/ 2"DIA. 7/8" STUCCO FINISH PER ASTM C. 926 MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— /// x 3/16" PLATE WASHER (MIN. APPLY 3 LAYERS W/ TOTAL THICKNESS MUNICIPALITY 410 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 4. SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS E (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD AT EA. STUD 4a /FINISH GRADE 00 FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN. 2X P.T. PLATE 11-7;Fr . 4' SLAB W/ 6x6 W1.4xW1.4 co FLOOR TRUSS 1=11 =111=111— I .'.. WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. .1 1 1 . 4 A. . 0? SEE FRAMING WEEP SCREED 2X P.T. PLATE �El 1 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '4 6x6 W1.4xW1.4 PLAN INSTALLED PER MANUF. 7:11 9 R� WWF OR FIBERME -4 00 C I FINISH GRADE @ - S I M PSON H ETA20 w/ (8) 1 0dx1 1/2" co 2"x4" CROSS BRACE ? 48" _T 00 0 0 NAILS @ 24" O.C. INTO TRUSS d —1 O/C FOR THE 1 ST 2�'-O" OF STD. 90'HOOK BLOCKING & MIN. 4" EMBEDMENT .4. .'4 CD 2� END WALL W/ (2)1 Odx3" @ EA. ;;II J (3) # 5 REBAR ON El .11 1 1=1 I E C W/3" MIN. CLEARANCE 4" 11-81. (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK 2 4" A -(3) #5 CONT. ON 3" SEE DETAIL 2/D2 FOR CHAIR W/ 3" MIN. 11 — I TYP 2-STORY WALL SECTION rj'\� 81' V-8" 8" " I WI-1 I 1_=1 I 1=1 I I MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR " 4" 11-8" REV. 03.16.21 SCALE: 3/4"=1'-0" � �6 2ND FLOOR FRAME CONNECTION INTERIOR 2-STORY FRAME SECTION WIT' MIN. CLEARANCE PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ALTERNATE FOOTING ry 1\ �6 1\16� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION, ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. C= 'W LU Cl- CLW CA- ze E C= tj qu CD 71 i3; cr_ Ro �V/� " Q Z) 'S' 16 0 Q; U, F_>' �v ;P/�' "?0 v ze, r otj r 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 0) W 11- 'q E C) 0 :L- 0000 C�o NO q* LL L LU co u_ � �d �;' Z N W 0 W W �� 0 L0 co Z < IL IL 0 C14 0 d z W 11 El c) C' < cl- r- 13 0 .2 U- 4_j Q) 0 LLJ V) V) C� LU E < 0 M W Cn M z z < U_ E z z E 0 y Z' 0 L C1 E 0 < W x 00 .0 01 0< < 0 xz fL' L M C/:) C .0 0, Z' z z 0M C, < Z ZO W C�' < z z M 0 x 0 zi< .2 C! > CY) 0 co 0 M < M 0 n U) 0 3: Fn CN 4-J C L0 4_j a) 0 72 CY) C) C'4 cy) C) 00 p LO 0-4 LO N < CY) CNI E C: 0 z z :3 E (D cc 2 E 70 0 0 JOB NO 23-00506 SCALE : AS NOTED SHEET NO. S6 (MONO)