35949 Saddle Palm Way - Laserfiche WebLink

Browse Search

r----------------------- 5 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I L— — — — — — — — — — — — — — — — — — — — — — — J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION-15/32" BAF BAFFLE CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL o NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO +T 16" O.C. 2X S.P.F. STUDS w o i W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD in 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d u w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD _ INSULATION PER CD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN h (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C LO TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. I i FLOOR SYSTEM —METAL SEAT � ER PLAN 0 - OR FELT m ' PAPER FOR CD 14 - MOISTURE M BARRIER ° 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" N GYP. TYPE ")C @ GARAGE ONLY) W/ 1 3/8" rn DRYWALL NAILS OR DRYWALL SCREWS 7" O/C o CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) -' 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT i NOTE: LAP SHEATHING TO BOTTOM OF o BAND JOIST TYPICAL SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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---- / vffAND JOIST— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x i 1/2" 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 FEND SHEATHING TO )F BEAM OR GIRDER tTE W/ 'O.C. )OR TRUSS/JOIST 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) o V 4"x4" INSPECTION PORT AT N a EACH FILL CELL TYPICAL E 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE y BASEBOARD N TO CUT BLOCK OR POUR SECTION JIS6 E MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING o ATTACHED WALL SHEATHING = MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH o MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ °- \ d ° FLOOR TRUSS SEE FRAMING PLAN ° FINISH GRADE 00 M I I_—III=I I I=) I \ _ FLOOR TRUSS — — — SEE FRAMING WEEP SCREED I�— TI= I (I ° ° ° °. II—�=III =1 INSTALLED PER MANUF. 6x6 w1.4xw1.4 I I �—III—J I —III I I do? PLAN WWF OR FIBERMESH o ��yT� III I II II I I I II : I IDI 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dxl 1/2" 1— I —I I I —I I —I =) I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS (3) # 5 REBAR ON 3" CHAIR 41,1 • „I I, IT-1 I I— STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. I I BLOCKING & MIN. 4" EMBEDMENT (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK W/3"MIN. CLEARANCE TYP 2-STORY WALL SECTION J SEE DETAIL 2/D2 FOR N MORE INFORMATION o SCALE:3/4"=V-0" S6 2ND FLOOR FRAME CONNECTION R W PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ I " 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc 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. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION r B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0 S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANOONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ,-- B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE:1 1/2"=1'-0" S6 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 @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3116" 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 7' — ° . P °'. _ —1T ° ° III— ° I= III — I I I ; ,11 I LEI I I�FiI 1 r r (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=T-0" ADDITIONAL SLAB INFORMATION. S6 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x C BLOCKING @ ALL zi C SHEATHING N ,Z-. EDGES (SEE OPENING SECTION X-X - w dU C w x E t- 2x STUDS w BEYOND. SEE PLAN o 0 rn I I I ' -2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 0 5 FT. 4 FT. O 5 FT. 4 FT. O2 O O @) O 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.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 a z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO SHANKNAILS) G = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O �w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 LLt O� O N SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 4 it F- O O m PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO LL F U.STUD Z W 0 AND OR BLOCKING AT ALL EDGES. _ N W a 0 v � LL A MINIMUM 1/8" 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 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" 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" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL f� SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. O (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". 0 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" O C STAGGERED C WALL SHEATHING INSTALL. VFRTIfA1 Rl CKIN S6 & NAILING SCHED. SECTION X-X Sic p�Mpo� LqN 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 81, O/C TYP.. NAILS 8" BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.Oi 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE oo N�F'S'/pR Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 `r WWF OR FIBERMESH .d ° .. e ° a• r ` • _ �'°°.�� " •. �aa 1�IILII�IIIIIIIII '. ° ° ° d" I III-1 I 1=� (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING [u! 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' 1 (3) (3) (2) (3) (2) 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 60 FINISH GRADE =I _ °° -III=I1 oz @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. I CD C) 0 o N Q UD � w 0 w m F= (Q f a (n ti LU F— sit`S N M m C) CCN a; � o 0 0 yLLCO MOM� o 4� rn co 0 00 M < d B D® N C B D C 0 MM N N � W *� U LULU O vc i6 z (n ¢ rz C44,o -_f • �? ! �fl� s •� �� ,�:° O ,mow �O F E S -'\C) x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ 0 N W� aa- War0. x Uzo0 U) J �ozz < \f ` J aw00CD SW�o e"N W m on Li�1 06 Zo f 1: ti 1L-r . r /� co z z a z -0 �� Z ca p Z (V �O �= 0 d' v J J W g Un N M w ; g °P 0 _1 Qo 4k ZWQ �o�o Z Z N N oo-o � W Ll� d! ¢a2 z 8 _J LUc G LA F¢- 8 a a zz aoz PaZ tu 0° 06 Z :5 =Ln Jo � I ,—I a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4w2 SHEET NO. S6 (MONO)