6972-6984 Ripple Pond Rd - Laserfiche WebLink

Browse Search

ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FOR UNDERLAYMENT __[� REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 Z7 INSULATION PER CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS BASE BOARD PER SPECS. —1 2 x P.T. BLOCKING BY FRAMER FOR 0 PLYWOOD EDGE NAILING (2) SIMPSON SDWC15600 SCREWS @ EACH TRUSS TO LEDGER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. 3/4" FLOOR SHEATHING ' f HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS IrMOISTURE BARRIER 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 [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS \ SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. LINTEL SEE PLAN rk SEE PLAN TOP OF WINDOW WINDOW PER PLAN 8" C.M.U. WALL ^• .' ' '* DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE PRE-ENGINEERED FLOOR •• TRUSS' AT 24" O.C. 4. GYP. BOARD CLG. REINFORCING W/ MATCHING #5 w DOWELS IN SOLID GROUTED ;: CELL W/ MIN. 25" LAP SPLICE SEE 53/D1 FOR LEDGER MIN. CONNECTIONS ARCHITECTURAL FINISH 4 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL lx WD FURRING @ 24" O.C. r CL N AT GARAGE CONTRACTOR BASEBOARD Cn TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER r NOTE: EXTEND DECO FINISH .� MUNICIPALITY . 4"to 6" BELOW GRADE E I k4L 4 • �, . .Q s FINISH GRADE 00 `' _ •' .a \ A 0r0 6x6W1AxW1.4 _ a Z WWF OR FIBER- • �? STD. 90'HOOK (3) #5 REBAR (GRADE 60 4" - (SEE DETAIL) REINF,) ON 3" CHAIR W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri REV.04.30.21 SCALE:314"=V-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (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)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. (2) KNOCKOUT COURSES W/ (1) #5 CONT. EA. I SCALE: N.T.S. END SHEATHING TO IF BEAM OR GIRDER ,TE WI O.C. IOR TRUSS/JOIST 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS A FLOOR CONNECTION S6 @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: „ USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. (2) SIMPSON SDWC 15600 SCREWS @ 24" O.0 P.T. (2) 2X6 #2 SYP. CONT. W/" X 8" HD TITEN W/ 5" MIN. EMBEDMENT @ 24" O.C. FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE if— PRE-ENG TRUSS I P.T. 2X6 #2 SYP. CONT. RIBBON W/ (2) J" X 3 }" TAPCONS @ 16" O.C. W/ DIAG. BRACING OF TRUSS �CMU WALL (SEE PLAN FOR INFO) TYP. CONNECTION WALL TO TRUSS SEE J/S-6 FOR ADDITIONAL INFORMATION. REV. 05.21.21 SPACER BLOCKS CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 SCALE: 1" = V-0" FLOOR TRUSS TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON J/ 8d @ 4" O.C., 2 ROWS STAGGERED I(4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS JEEP SCREED ISTALLED PER. MANUF. IMPSON HETA20 W/ (8)10dx1 1/2" AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK B SCALE:3/4"=l'-O" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=l'-0" S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. e 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 16/32"OSB �I EXPOSURE'l x II SHEATHING PROVIDE I IT BLOCKING AS REQUIRED PER W SECTION X-X IF I U NOT FULL U) ;� HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I T_ T _T II F EXPEXP OSUREI W SHEATHING II II II x SOLID 2x III C III II II II I BLOCKING @ ALL o C SHEATHING U� EDGES (SEE III OPENING Rr T III C III x II II aW II IIF RFx YZE _ I III III II II II W BEYOND. SEE PLAN M III II I I I II I L11 III II II I I II th 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 Y6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl8d COMMON NAIL _ U. @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL O~ OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. a) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 F w/8d COMMON NAIL PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O 4" ROWS TOP & BOTT. py S rn wf 8d COMMON NAILS a O.C. (2) Q @ (2) 8d NAILS C 3" O.C. TO EACH TRUSS END OR ® VERTICAL W p N 2 MEMBER IF GABLE END rn u NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 21l7 A 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". SEE PLAN BLOCKING WALL SHEATHING BETWEENN FLOOR FLOOR SYSTEM WALL ELEVATION DIAGRAM 3l8" "S" = NAIL 3/8" SPACING S 3/4'112„ S 1/2" 7� — Ir S • 112,. SINGLE NAIL EDGE SPACING DOUBLE NA EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wf (4) 8d NAILS (2) 8d NAILS C 3" O.C. STAGGERED FOR SHEATHING vF"nre SECTION X-X Sic p7NpO`L �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING INSTALL. C . S6 & 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 211x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE A Ni�R�OA &BE MR TRUSS I SEE PLAN FOR REQUIRED--" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :::X -;'=—:�------ A,. I (3) #5 CONT. ON 3" 8" 1'-8" 4" CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" S6 ADDITIONAL SLAB INFORMATION. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' 1 2 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "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 p `t , WWF OR FIBERMESH 1 a' '. s •' -1 I I -III -I I -I I • \. I�ICI II ;. _� -III-III 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE _ �m = i T 4 z (3) # 5 REBAR ON 3" CHAIR 4" J V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL INFORMATION. M C'V O N r• .v o � o ci a n o C.) N C e0 --.go0x u.. �. A o N G N 4 N aC ar _ 3 cc io J2 a> c o ea a N d' c E 0 n u 0 1 Ik N ,�` •� ._ <y' {30� U CaO� OF hl r ON P0\01 i1,QOFE.S S f p0JI111111t11\\\\\\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» W N0 -�`�� W 5u, J U. C J LL W J u-LL 0 0 0 Z ."�10 W w W t�iO~_l°' MIL Na d N OU Z W F 71 z - $ z a C3 J d z -8 a) cc � 4--J 'U d Ow V) c W 8 .001> _ Q Y Id N � � N W ZZZ Qo `$E S°• L. ~ E oa �`o w� o'� °�� zg �'-' ry � o C 8 r0 z Cn v <tl_ W 3 o J o u gl. a= o °N CA. J L I� 0 (a C OQ T T 0Cr cv t6 D Q O C.0 °° a Q 04 t— O O Q o a Lo ai N 0) E Z W r 0 z JOB NO : 22-12484-12481 SCALE : AS NOTED SHEET NO. S6