35926 Saddle Palm Way - Laserfiche WebLink

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(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24' URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905.1 INSULATION 15/32" COX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN :10 0 75 75 f'-j �_j (_j (_ -) (_-) ALUMINUM FASCIA 5/8"OR 1/2" HIGH STREN i GTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL 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 PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j :DD NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU in Uj 16"O.C. 2X S.P.F. STUDS 0 = 0 W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTMI C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6' O.C. _j METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d t7u U_ a) W LAYER 1/8' THICK. C'4 COMMON @ 6' O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB 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 5 1000 rB �R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDo-- WOW% SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 7�LETA ETAL SEAT ER PLAN 0 �PER,77/ 1111 -3 OR F1 OR FELT PAPER FOR I \ MOISTURE P1 BARRIER P 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 518" -9 M GYP. TYPE " X" @ GARAGE ONLY) W1 13/8' %ftm MOOO DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CD CEILING & 8'O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WEI 8"W%16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 2: ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U_ W W 4"A4" INSPECTION PORT AT Cr X CL EACH FILL CELL TYPICAL W W co E 1xWD FURRING@ 24"O.C. a. a - AT GARAGE CONTRACTOR BASEBOARD LO C%j TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE . /FINISH J 4. A' X GRADE go Cn . ... ' .' I \. A 4' - - ' — 6XI5 W1.4xW1.4 99 WWF OR FIBERMES� A', "A 431 \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" 'S' SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 1 1/2"TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2' NAILS @ 24' O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER iTE W1 O.C. )OR TRUSSMOIST 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6' 0.( PRE-ENGINEE FLOOR TRUS"' A FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 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. CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E 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 . — . - _. INSTALLED PER MANUF. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" SEE FRAMING WEEP SCREED PLAN 2"x4" CROSS BRACE @ 48" NAILS @ 24' O.C. INTO TRUSS O/C FOR THE I ST 2'-0" OF I I END WALL W1 (2)lOdx3"@ EA, BLOCKING& MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KID BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 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. 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) 10dxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=V-0" S6 B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. ETAIL (F S 0 D LOOR TRU S) SCALE: 1 1/2"=V-0" "6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID -29 HGT. FOR WALL HGT. S 8'-6'. (2) --- ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE =N 4- Wr-- - A A' SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10""J" BOLT W/ 8" ENT @ 24' O.C. W/ EMBEDM 2"DIA.X 3/16"PLATE WASHER (MIN. SHEAR 3500#. MIN. x W1.4xW1.4WWFORFIBERMESH TYPICAL TENSION 2600#.) .! --. - - - - - - - - - 4, (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. 8" 11-8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �_SIB ADDITIONAL SLAB INFORMATION. 15W OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS SECTION X-X IF REQUIRED PER NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND : —102" OSB EXPOSURE'l SHEATHING w X LID 2x C6 BLOCKING @ ALL SHEATHING EDGES(SEE OPENING SECTION X-XI Lu a. 0 Fr LLJ =X E _2xSTUDS w BEYOND. SEE PLAN 1\'_2x_4 P.T. BASE 2xRIBBONOR-r VERTICAL \--&—JHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AfA1 I r-1 r-ILIA"^Li r%IA^r%ARA 4 FT. (D 5 FT. 4 FT. 5 FT. 4 FT. 4FT. 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.) (D / 4 FT. 2 2 4 FT. (D 0 0 4FT ROOF NAILING ZONE DIAGRAM 0, �i �I?AIQY ROOF NAILING SCHED : NAILING ZONES (SHINGLE AND TILE) w ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" OC IN FIELD _j ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4' D.C. ON EDGE AND 4' OC IN FIELD z (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 117 PLYWOOD "" u ui "g, MLE) OR 7/16' OSB MIN. (SHINGLES) SPAN RATED 24/16 U. >_ r_ SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ir co - 0�6 I U) 0 co 'D PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO �i 2 'L X L STUD AND OR BLOCKING AT ALL EDGES. NWOO cr x LL co 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* "S"= NAIL 31r SPACING S _314"j/' S 1/2" S /2" 4�` SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 0 3- O.C. W/Od COMMON NAIL @ NAIL INT. AT 3- O.C. W18d COMMON NAIL (9) STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @,r O.C. (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131* X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7/16' OSS 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. SECTION X-X &NAILING SCHED. FT. 2-ROWS 12d NAILS STAGGERED @ 12' O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12' O/C FOR 4 2"x10"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 a EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (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 M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2"x6"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 g'-16' (3) (3) (2) (3) (2) LSTA30 I PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8"STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. ---\ i - APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 318"THICK EACH. 3RD LAYER 1/8"THICK. TENSION 2600#.) SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1A 2X P.T. PLATE I WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. E I . 7-- _7 .4 4 — - 4 — . � 7._� . ... 00 FINISH GRADE I I 1E1 I d I 4.. �77 09 . . .... .... . A (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3"MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 ur) z: <c i U) V) 0 Q) — C/> +-j LU a) U 0 LLJ V) 120 0 LU C" C) C� LL 00 -00 f*1 < tm I co" Lo A I ED. 0 M 1A 4h d 4 is 2 �i = fA 111� .- --1 0 10 a LL� LU ca LU U-: z Oki& IVA Wow L 'Z��CC:d 8 ..L) 0 j N. A, Zz W'# W G. CP z z 0 0 \' 01k, 'DROFESS\ To the best of the Engineer's knowledge, information end belief, ft structural plans &W specfficatlons contained within O*se drawings complywith the 2017 Florida Building Code - Reg 4 dential 6th Edition. Engineers signature and seal is only for Itte structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com U z < 10z 3U0 _j 0 0M �zl < 08 t2EO W M M ii "a H 0 Cl) U z -0 M 0 LU 9 0 > 0 U in Lu U) 'U 8 z RO io-1 ro _j W r_ 196 ZW f -4 r%% z � u-, < 00 if 6 z z Uj C�-4 In 6i U_ 45 1 IS -z < I-- � In 4:1t Z z 11M 0 C? z LU LU rn T-4 In- Ln SCALE AS NOTED DATE 11/2/2018 TECH: KFRAZER VERSION N 0' 42 SHEr:_F NO. S6 L_ (MONO