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36639 Garden Wall Way
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36639 Garden Wall Way
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Last modified
2/24/2025 11:50:37 AM
Creation date
2/18/2025 3:12:31 PM
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Building Plans
Street #
36639
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
Unknown
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12 <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE <br />(2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. SHINGLE ROOF <br />-SHINGLE ROOF <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SN1) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />�1X2 NAILER <br />w PLYWOOD SHEATHING <br />J <br />2X BLOCKING @ EA. WALL <br />:) <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />in = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />718" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />w <br />LAYER 1/8" THICK. <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />LLI= <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />I <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />g R <br />SO, FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />°:A <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />a a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a m AT GARAGE CONTRACTOR <br />BASEBOARD - N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE <br />C .. d <br />E <br />iv FINISH GRADE 00 <br />M I I _ 1LI—III—I ` <br />I �I�—_I I 1—I I III <br />sxs w1.4xw1.a _ LL—I 1 I=111 d e °. I —1 I I—g I <br />WWF OR FIBERMESHI I=1 I ILI I II I II I I I I I _. •• _ :. I I II I ILI I I� I T <br />IL STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR "'� (SEE DETAIL) <br />WIT' MIN. CLEARANCE 4" <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------ <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />IF BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />IOR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)1Od @ 6" O.C. <br />NOTES: "USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1"' ^ ^ <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUST <br />FLOOR CONNECTION <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" "6,) <br />NOTE: SEE TYPICAL WALL <br />EA <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT, FOR WALL HGT. 5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />FITS FOR WALL HGT. > 8'-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />ZX P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />° <br />All <br />.••° d. e.°• a •• .4°. <br />'° I I I I I <br />1 11 IJ- <br />-III III I I ITS I• F I ICI I I (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15132" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />w <br />o SECTION X-X IF <br />U� <br />NOT FULL <br />HEIGHT SHEET- <br />0 <br />F <br />p <br />Z <br />G FLOOR SYST M <br />2x4 P.T. BASE <br />2x RIBBON OR A VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM %AlAI I ri r11AT1nAI n)AnnAAA <br />15/32' OSB <br />EXPOSUREI ~ <br />F <br />SHEATHING w <br />x <br />SOLID 2x m <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />EDGES(SEE m <br />OPENING <br />SECTION X-X <br />711 <br />a. U <br />C <br />x <br />it w <br />xLu <br />E <br />2x STUDS <br />BEYOND. m <br />SEE PLAN o <br />O <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />ztS 3/4" S 1/2„ <br />1!2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />S�cF NpO� <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />Ow <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ys". <br />ra- <br />m <br />z <br />C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />ti _ <br />C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />,J <br />w/ 8d COMMON NAIL <br />J Lu <br />°w LL O <br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER <br />J > a O rn <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />a Cmf OOcn <br />w p n m LL <br />O EACH TRUSS END OR @VERTICAL <br />N w O O <br />ME BERILS IF GABLE ENDO <br />`✓ N " <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 1 <br />S4 <br />BOX HEADER <br />ONLY <br />>""Ir/,O�.. <br />SEE PLANFORED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" 0/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />-• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS I <br />BEAM <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1AxW1.4 <br />WWF OR FIBERMESH <br />• d <br />E ed, <br />CV .e <br />M <br />- d <br />-I.IIII III <br />a <br />1 I-111== <br />(3) # 5 REBAR ON Y CHAIR 4" 11_8 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 10d NAILS <br />AT EA. STUD <br />2X RT. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />- 00 <br />@ WOOD',ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />V <br />S6 <br />AUG 2 4 2022 <br />vlHTIrAI RE,,iEW ASSIS <br />Plans Revs., t o�rt_ lerl <br />for compiiance with tirile i- I- PX�3� '= 1 <br />Edition by Debra Anre Kl <br />N <br />O <br />N <br />N <br />00 <br />LO <br />r r <br />Q <br />r r <br />` <br />z <br />2 <br />d <br />Of <br />0 <br />z <br />Q <br />^N W > 00- 0 <br />U <br />N V -00 M <br />C t <br />4)(1 M 5 O <br />MIME — �s °s �< <br />U <br />. _ C3 <br />rU) V w Q :;: <br />E <br />W L Q M •� <br />IP G 0 <br />W <br />w W <br />0LLi wOF- <br />w�Q �2_f �q�Yzof z <br />°-_jcn0��a)LLaoo Jo <br />Q <br />V <br /><U' x ZLELLO_zmu"H— ~ <br />OcnwgoZoocoomZZ 0 <br />cnwawinwwwinww<0 5 <br />CtnJ0Z <br />~W°w�V'-wZ a- <br />z <br />OQ o =O o �¢ <br />U.F Q LL <br />O <br />CN <br />z W <br />O� <br />❑ ti <br />O <br />z <br />❑ �_: cM <br />en <br />Q W J M U-) <br />U) <br />2Wz ti <br />uj �Li') <br />M <br />Z U <br />W <br />W <br />JC) <br />(O <br />N <br />N <br />O <br />CV <br />N <br />0 <br />0 <br />O <br />W <br />r- <br />00 <br />*-- <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />o <br />CV <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />CV <br />0 <br />N <br />O <br />CO <br />01 <br />Ln <br />00 <br />O <br />M <br />v-- <br />CV <br />0 <br />M <br />NcV <br />0 <br />0 <br />CD <br />0 <br />0 <br />N <br />'/� <br />Y, <br />> <br />0 <br />0 <br />N <br />0 <br />M <br />O <br />14 <br />0 <br />L6 <br />O <br />6 <br />O <br />Il: <br />e- <br />V <br />00 <br />z z <br />O <br />C)�r✓ <br />_ <br />owCD <br />Lu <br />O <br />v <br />o�o <br />I—O�(L <br />V) <br />Lu <br />Q <br />Z <br />(CO0Z <br />V <br />J <br />N <br />z <br />3: <br />M <br />M <br />��>-w2Z� <br />(V <br />N <br />z� <br />gOmw <br />Q <br />V52zn <br />. <br />Z <br />Z <br />0 <br />U <br />0C.)� <br />0 <br />m <br />z <br />Z <br />6 <br />Z <br />w <br />" <br />O <br />o <br />(V <br />LAST PLOT DATE <br />Apr. 26, 22 <br />Z0, <br />STRUCTURAL <br />— <br />J <br />DETAILS —MONO <br />
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