My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6801 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6801 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2025 12:00:31 PM
Creation date
2/19/2025 9:41:02 AM
Metadata
Fields
Template:
Building Plans
Street #
6801
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
1520
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
23
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
SEE <br />ROOF PLAN <br />SOFFIT AT RAKE (BEYOND) <br />REFER TO PLANS <br />FINISH PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />__ = <br />LATH OVER BARRICADE PLUS WRB <br />®® ___ <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />- <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />jdK TOP OF PLATE <br />(REFER TO ELEV.) <br />INSULATION AS <br />? <br />PER SPECS. <br />2X ALUM WRAPPED FASCIA <br />PRE-ENGINEERED <br />WALUM DRIP EDGE <br />GABLE END ROOF <br />_�%BD. <br />SOFFIT AS PER SPECS. <br />TRUSS - REFER TO <br />STRUCTURALS <br />HURRICANE STRAP EACH END OF <br />1/2" (MIN.) CLG. BD. <br />TRUSS - REFER TO STRUCTURAL <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL <br />ROOF SHINGLES OVER <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <br />15# ROOFING FELT <br />12 <br />12 <br />SEE ROOF <br />PRE-ENGINEERED ROOF <br />SEE ROOF <br />PLAN <br />PRE-ENGINEERED ROOF <br />PLAN <br />TRUSSES AT TYP. 24" O.C. <br />TRUSSES AT TYP. 24" O.C. <br />ROOF SHINGLES OVER <br />BOTTOM CHORD VARIES. REFER <br />BOTTOM CHORD VARIES. REFER <br />15# ROOFING FELT <br />TO TRUSS MFGR. DRAWINGS. <br />TO TRUSS MFGR. DRAWINGS. <br />PRE-ENGINEERED ROOF <br />HURRICANE STRAP EACH END <br />HURRICANE STRAP EACH END <br />TRUSSES AT TYP. 24" O.C. <br />OF TRUSS - REFER TO <br />OF TRUSS - REFER TO <br />12 <br />BOTTOM CHORD VARIES. REFER <br />STRUCTURAL. <br />STRUCTURAL. <br />SEE ROOF <br />TO TRUSS MFGR. DRAWINGS. <br />TOP OF C.M.U. <br />TOP OF C.M.U. <br />PLAN <br />! <br />(REFER TO ELEV.) <br />__ __ <br />-io(REFER TO ELEV.) <br />I <br />HURRICANE STRAP EACH END <br />SEE 2x6 ALUM WRAPPED FASCIA <br />1/2" EXTERIOR SOFFIT <br />SEE 2x6 ALUM WRAPPED FASCIA <br />OF TRUSS - REFER TO <br />! <br />ELEV. BD. w/ALUM DRIP EDGE. <br />BD. W/ KNOCKDOWN <br />ELEV. BD. w/ALUM DRIP EDGE. <br />STRUCTURAL. <br />______ <br />1/2" (MIN.) <br />SOFFIT PER SPECS <br />PLASTER FINISH <br />SOFFIT PER SPECS <br />CLG. BD. <br />SEE STRUCTURAL <br />TOP OF WALL <br />(J" TYPE 'X' GYP. BD. <br />SEE STRUCTURAL <br />PLANS <br />(REFER TO ELEV.) <br />TO BE PROVIDED <br />PLAN <br />INSULATION PER <br />WHEN LIVING SPACE <br />COMMUNITY SPEC. <br />SEE 2x6 ALUM WRAPPED FASCIA <br />IS ABOVE GARAGE) <br />SEE ENERGY CALCS. <br />ELEV. BD. w/ALUM DRIP EDGE. <br />8" CMU BLOCK <br />SOFFIT PER SPECS <br />W/ CEMENTITIOUS <br />1/2" (MIN.) CLG. BD. <br />FINISH (BEYOND) <br />HEADER PER STRUCTURALS <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. <br />PER ENERGY CALCS. <br />PRE-ENGINEERED —1 <br />FLOOR TRUSSES <br />w/ 3/4" SUBFLOOR <br />SCREWED AND GLUED - <br />REFER TO STRUCTURAL <br />DRAWINGS FOR SIZE AND <br />ORIENTATION <br />1/2" (MIN.) CLG. BD. <br />DRAFTSTOPPING AS <br />PER R302.12 WHEN <br />CONCEALED SPACE <br />EXCEEDS 1,000SF <br />1x6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />GYP. BD. <br />WINDOW SILL <br />1/2" GYP. BD. OVER RADIANT <br />BARRIER INSULATION (R-4.1) <br />ATTACHED TO 1x2 PT. <br />FURRING @ 24" O.C. <br />BASE BOARD <br />—EXTERIOR FRAMED WALL <br />THICKNESS PER PLAN <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />WALL SHEATHING PER <br />STRUCTURAL PLANS <br />J, TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />TOP OF CMU <br />(REFER TO ELEV.) <br />AK TOP OF WINDOW <br />(REFER TO ELEV.) <br />SEE STRUCTURAL <br />DRAWINGS <br />PRECAST WIN. SILL <br />8" CMU BLOCK <br />w/ CEMENTITIOUS <br />FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION - <br />SCALE: 1/2" = V-O" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />PROVIDE 2X4— <br />FRAMED <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />J" GYPSUM <br />BOARD <br />ELECTRIC METER <br />LOCATION - SEE <br />PLANS. VERIFY <br />INSTALLATION IN <br />FIELD <br />STUCCO <br />FINISH <br />EXTERIOR- <br />CMU BLOCK <br />WALL <br />NOTE: ELECTRICAL <br />PANEL IS TO BE <br />INSTALLED ACCORDING <br />TO ALL APPLICABLE <br />LOCAL, STATE AND <br />NATIONAL CODES. <br />EXPANSION JOINT SLOPE GRADE AWAY <br />DRIVEWAY PER COMMUNITY FROM HOUSE <br />GARAGE SLAB, 4 SPECS <br />SEE STRUCTURAL <br />PLANS <br />SLOPE SLOPE FIN, FL. I SLR. 401-0, <br />H FIN• FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />WALL SECTION @ GARAGE DOOR <br />SCALE: 1/2" = V-O" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />GYPSUM <br />REFER <br />TO PLANS <br />GYPSUM <br />BOARD <br />BOARD z <br />I I <br />IL <br />3 1/2"" <br />GYPSUM <br />r <br />IL <br />GARAGE � <br />BOARD <br />I i <br />� I <br />L-----J <br />NICHE FOR — <br />ELECTRICAL <br />I <br />� <br />L <br />PANEL & <br />f- <br />WIRING <br />N <br />4-ELECTRICAL � <br />PANEL <br />ELECTRICAL <br />I <br />PANEL <br />3 <br />N <br />EXTERIOR <br />I <br />I <br />CO <br />co <br />I <br />CMU BLOCK <br />WALL <br />1, <br />- <br />CONCRETE N <br />CONCRETE <br />41 <br />1'-6" <br />r <br />CURB REFER <br />TO PLANS <br />CURB REFER <br />TO PLANS <br />I <br />VERIFY PANEL <br />DIMENSIONS PRIOR TO Q4 . _ SLAB ON <br />CONSTRUCTION. GRADE GRADE AT <br />GARAGE <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = 1'-O" <br />T.O. M <br />z <br />g <br />IL <br />cc <br />w <br />(L <br />cV <br />zn <br />oil <br />`—FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN @ LANAI/PORCH <br />SCALE: 1/2" = 1'-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />O 7107 <br />.* <br />e <br />ATE IFr.,' <br />® 0 °. m <br />®®fJlili6tD����� <br />tY <br />W <br />} 2 IIr <br />�00� <br />} <br />>OWG¢0 <br />W C) F- <br />cnUWW <br />W_ <br />::) (r <br />V 0 f— Z <br />,d LL 0 0 U) <br />Z Z Z ~ uj <br />Z <br />IIY <br />J Q J <br />W (L=irD- <br />= Z WO U) <br />�1-QZO <br />•��Zcz , <br />n <br />cz � C <br />O � a <br />Q <br />0 <br />0 <br />0 <br />U <br />�i <br />r� <br />z <br />O <br />LL� <br />Z <br />O <br />U <br />w <br />1=0 w <br />MEMO <br />a, <br />a <br />U) <br />m< <br />w <br />O <br />1: <br />O_ <br />U <br />U) <br />LJ <br />ID <br />cn <br />Z <br />O� <br />rn <br />o <br />Z <br />aaaaa <br />i <br />i <br />i <br />i <br />i <br />i <br />i <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS ! <br />PLAN # 6103 <br />RELEASED: 02/04/21 <br />SHEET i <br />A5.2 <br />i <br />
The URL can be used to link to this page
Your browser does not support the video tag.