My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36379 Well Hill Way
Zephyrhills
>
Building Department
>
Building Plans
>
36379 Well Hill Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 2:04:10 PM
Creation date
2/25/2025 9:39:37 AM
Metadata
Fields
Template:
Building Plans
Street #
36379
Location
Well Hill Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
6705
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
3 <br />-o <br />J <br />w <br />I <br />CD <br />0 <br />i <br />a <br />C) <br />N <br />0 <br />0 <br />Q <br />0 <br />J <br />00 <br />0 <br />1.0 <br />I <br />i <br />M <br />cV <br />In <br />0 <br />LO <br />iE <br />v <br />o- <br />0 <br />i <br />tz <br />Q <br />PM <br />0 <br />i <br />o- <br />CD <br />0 <br />_ <br />J <br />i <br />a <br />00 <br />0 <br />J <br />ti <br />CV <br />0 <br />In <br />0 <br />0 <br />6 <br />N <br />O <br />u7 <br />Li <br />0 <br />w <br />0 <br />z <br />W <br />4 <br />4 <br />m <br />v <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />INSULATION <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 - ATTACH 2x STUDS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />PER PLAN <br />a;° <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 />E <br />B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />/PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />lALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <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 />U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />�,. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />JI`w LAYER 1/8" THICK. <br />�w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 />C") <br />U v 4"x4" INSPECTION PORT AT <br />tY a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. a 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 411to 6" BELOW GRADE <br />c <br />.E 'd' a... _ o. <br />.. Q FINISH GRADE <br />Nil <br />III ___-I _ 6x6 w1.4xw1.4III=LI I —I I I< •' d "' I I —I 15111 <br />—� <br />�' 1=I I=I I —III III III—III=III= <br />WWF OR FIBERMESH -1 I I=I I I —I I I —I I I I I —I I —I I- <br />I I —I I I-1 11 I I I I I I-111- <br />-r l „III,III' III STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/Y MIN. CLEARANCE 4" <br />TYP 2—STORY WALL SECTION ri <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />00 <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) 1 Od 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 />BAND JOIST— — <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" CORNER <br />TYPICAL'IT" 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 />FLOOR TRUSS <br />O0 <br />SEE FRAMING WEEP SCREED <br />o z_ T <br />r <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 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 CONNECTIONrR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <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 13 <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2"C/ <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />111_�nw_m <br />15/32" OSB <br />AX <br />EXPOSUREI <br />Ix <br />F-F <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />0 SECTION X-X IF <br />uu NOT FULL <br />Q HEIGHT SHEET <br />C <br />U) <br />M <br />G FLOOR SYST <br />9 <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI F <br />F <br />SHEATHING w <br />IT <br />= <br />SOLID 2x U) <br />C <br />BLOCKING@ALL j <br />C <br />SHEATHING O <br />EDGES(SEE m <br />OPENING <br />I <br />It <br />SECTION X-X <br />a U <br />C <br />x <br />it W <br />-x <br />E <br />� <br />2x STUDS 2 <br />BEYOND. <br />SEE PLAN <br />0 <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION B <br />3/8 <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING 3/8 <br />FOR ADDITIONAL INFORMATION. <br />S S 1/2„ <br />1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />TRL <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <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 />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />r— <br />T , a <br />p <br />° <br />a e. <br />' 11-1 I I <br />d'°.a <br />da , a I <br />1 I 1—_TrEO <br />I I <br />. <br />I11 mo= ° .° . a ° 111= <br />ITIII� <br />III, , III —III —III —III —III —III. (3) #5 CONT. ON Y <br />— 111; 8 -I—ITS 8"CHAIR W/ 3"MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA, END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />T�7 <br />19 ooGv <br />�qN <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 MINIMUM Y8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />oW <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THAN Y". <br />a) <br />m <br />i <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />® NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />z <br />w = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. <br />O <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />r=n <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/8dCOMMON NAIL <br />J UJ <br />Lu LL 0 a <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />r O U) <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />< o -000) <br />O n m <br />G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR VERTICAL <br />@ <br />z U) Lu 0 <br />- N w O <br />MEMBER IF GABLE END <br />C " <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />Op NiFr10� <br />N� <br />SEE PLAN FOR REQUIRED <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" O/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) 1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <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 W1.4xW1.4 <br />WWF OR FIBERMESH <br />-A <br />° <br />C'V.°. <br />I_I I I_I 151 1 d <br />-III—II —III <br />. ° e ° d <br />-�IIII IIIIIIIII <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />0 <br />(2) <br />(3) <br />1 (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 P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />1— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />c� <br />C'sJ <br />r� <br />0 <br />0 <br />J <br />' <br />m -o <br />> w <br />c co c.D 1 <br />`^ cc= <br />in B c•a <br />th ®� <br />CD <br />o v as <br />� c Q <br />w a <br />c E; <br />m p <br />C;o v <br />Y <br />p0 G .yas <br />1O u3 <br />• <br />u <br />•� <br />LU <br />�% <br />1'' � gS"a. <br />saeO44t1� <br />t t474_1011 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />AF W <br />W% <br />4 <br />HEIN <br />v E <br />O0 (V R VO <br />N rn o <br />o ti <br />0 <br />C <br />� � I <br />= <br />M <br />U) C',O ik tJi <br />C J 5 W <br />a <br />�' <br />J W <br />- o a <br />c <br />m (6O Z <br />L <br />W <br />: •@ r9 O O <br />o <br />^a W <br />Z <br />(4) m w <br />U) �Z a J <br />N <br />OU <br />a_ W <br />❑❑ <br />M � <br />N <br />o <br />z � N <br />zoo <br />V)Cz(U <br />M <br />Ur o <br />4-1 <br />f6 <br />W <br />° <br />V <br />0 <br />N <br />�N <br />0 <br />C w <br />� <br />v <br />U <br />E <br />= L <br />1 <br />N <br />U o N <br />U)iQ <br />14 <br />tffil <br />ti <br />o <br />�,p <br />� <br />M <br />y 4 <br />W <br />Z <br />M <br />J <br />� <br />< <br />Q <br />� <br />4 <br />U_ <br />EE <br />a o <br />Eco <br />o <br />oo<a <br />> M <br />�® <br />f6 <br />— <br />o <br />0 <br />�a <br />00 <br />o <br />°a <br />0 <br />¢omo <br />-Z <br />a = <br />Ir <br />U <br />of <br />Z <br />_i <br />m t <br />N m <br />H <br />Q W <br />cg <br />co� <br />F <br />O <br />2 <br />zz <br />3° <br />z d <br />O <br />m <br />< g <br />�0 <br />oW <br />= <br />Ik <br />o <br />w¢ <br />;° <br />M <br />V <br />zI< <br />d F <br />N C <br />2 <br />>M <br />0 <br />Im <br />0 <br />c9 <br />) <br />N <br />r <br />r <br />`� <br />Cr <br />>, <br />r <br />U)0 <br />00co <br />`o <br />3 <br />N <br />� <br />0 <br />N <br />O <br />r <br />o <br />LO <br />N <br /><C <br />M L <br />r <br />w <br />7 <br />M '' <br />� <br />L^ <br />o <br />Z <br />rV <br />Z <br />E r <br />A J <br />�' <br />m` <br />IL <br />E <br />U <br />Q 0 <br />C <br />� <br />JOB <br />NO : <br />23-06108 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />r <br />
The URL can be used to link to this page
Your browser does not support the video tag.