My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6825 Shelby Lynn Way
Zephyrhills
>
Building Department
>
Building Plans
>
6825 Shelby Lynn Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2025 12:34:02 PM
Creation date
2/19/2025 9:42:08 AM
Metadata
Fields
Template:
Building Plans
Street #
6825
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
Unknown
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 />INSULATION AS PER SPECS. <br />PRE-ENGINEERED <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <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 />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />BENT METAL FLASHING <br />REFER TO "L" FLASHING DETAIL <br />2X LEDGER BOARD <br />Y(REFER TO ELEV.) <br />2X ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE <br />SOFFIT AS PER SPECS. <br />HURRICANE STRAP EACH END OF <br />TRUSS - REFER TO STRUCTURAL <br />TYP. HIPPED PENT ROOF DETAIL <br />SCALE: 1/2" = 1'-O" <br />12 <br />SEE ROOF <br />PLAN <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. <br />WINDOW PER PLAN <br />PROVIDE BATT INSUL. <br />PER ENERGY CALCS. <br />PRE-ENGINEERED <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 Qa 24" O.C. <br />BASE BOARD <br />2-STORY - FRAMED WALL <br />ROOF SHINGLES OVER <br />12 <br />15# ROOFING FELT <br />SEE ROOF <br />PRE-ENGINEERED ROOF <br />PLAN <br />TRUSSES AT TYP. 24" O.C. <br />ROOF SHINGLES OVER <br />BOTTOM CHORD VARIES. REFER <br />15# ROOFING FELT <br />TO TRUSS MFGR. DRAWINGS. <br />PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />BOTTOM CHORD VARIES. REFER <br />STRUCTURAL. <br />TO TRUSS MFGR. DRAWINGS. <br />TOP OF C.M.U. <br />i <br />(REFER TO ELEV) <br />HURRICANE STRAP EACH END <br />SEE 2x6 ALUM WRAPPED FASCIA <br />OF TRUSS - REFER TO <br />ELEV. BD. w/ALUM DRIP EDGE. <br />STRUCTURAL. <br />1/2" (MIN) ______ <br />SOFFIT PER SPECS <br />CLG. BD. <br />ob TOP OF WALL <br />(" TYPE'X' GYP. BD. <br />SEE STRUCTURAL <br />(REFER TO ELEV) <br />TO BE PROVIDED <br />PLAN <br />WHEN LIVING SPACE <br />SEE x6 ALUM WRAPPED FASCIA <br />IS ABOVE GARAGE) <br />ELEV. BD. w/ALUM DRIP EDGE. <br />8" CMU BLOCK <br />SOFFIT PER SPECS <br />\",—HEADER <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />PER STRUCTURALS <br />EXTERIOR FRAMED WALL <br />EXPANSION JOINT <br />THICKNESS PER PLAN <br />GARAGE SLA;6L <br />DRIVEWAY PER COMMUNITY <br />SEE STRUC <br />SPECS <br />PLANS <br />0'-0" <br />7/8 STUCCO OVER LATH <br />W/ 60 MIN. GRADE D PAPER BACKED <br />t4' <br />OPESLOPE <br />- FIN. FL. <br />LATH OVER BARRICADE PLUS WRB <br />(OR APPROVED EQUAL) <br />FOUNDATION <br />WALL SHEATHING PER <br />« <br />PER STRUCTURAL DRAWINGS <br />STRUCTURAL PLANS <br />TOP OF FLOOR <br />WALL SECTION <br />0 GARAGE DOOR <br />(REFER TO ELEV) <br />MID -WALL WEEP <br />SCALE: 1/2" = 1'-O" <br />SCREED/EXPANSION JOINT <br />TOP OF CMU <br />(REFER TO ELEV.) <br />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: <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 />FINISH <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 />VERIFY PANEL <br />DIMENSIONS PRIOR TO <br />CONSTRUCTION. <br />' <br />GYPSUM - <br />GYPSUM <br />BOARD <br />BOARD Z <br />�31/2" a. <br />J"GYPSUM <br />w <br />GARAGE a <br />BOARD <br />NICHE FOI <br />ELECTRIC <br />PANEL & <br />WIRING <br />N <br />ELECTRICAL M <br />PANEL ELECTRIC <br />PANEL <br />N <br />f° EXTERIOR <br />CMU BLOC <br />WALL <br />iv CONCRETI <br />CONCRETE <br />CURB REFER CURB REF <br />TO PLANS TO PLANS <br />CONCRETE <br />0 woo; s SLAB ON <br />GRADE :...::::' GRADE AT <br />GARAGE <br />FLOOR <br />ao <br />�a <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />ROOF SHINGLES OVER <br />12 <br />15# ROOFING FELT <br />SEE ROOF <br />PRE-ENGINEERED ROOF <br />PLAN <br />TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO <br />STRUCTURAL. <br />TOP OF C.M.U. <br />\AF(REFER TO ELEV.) <br />1/2" EXTERIOR SOFFIT <br />SEE 2x6 ALUM WRAPPED FASCIA <br />BD. W/ KNOCKDOWN <br />ELEV. BD. w/ALUM DRIP EDGE. <br />PLASTER FINISH <br />SOFFIT PER SPECS <br />SEE STRUCTURAL <br />PLANS <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />OWN--i. I �H� SLOPE I "FFIN.FL. <br />TYP. CMU COLUMN <br />SCALE: 1/2" = V-O" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />LANAI/PORCH <br />FEB 0 3 2021 <br />4 A <br />PTA- a ?p <br />o t,: <br />14 <br />Ir <br />W <br />} _ cc <br />LUz0� <br />�0>.. <br />W¢O <br />p 1— <br />cc: Lu o <br />_ p W <br />J U) W W <br />Ir IY tr <br />Y O F- Z <br />odLLOOU) <br />Z Z Z F-co Z_ <br />Q 2 J <br />W CL _ CL <br />_3cnpOU <br />= Z LL U) <br />�F-QZ� <br />°' <br />cz,cz <br />a <br />O <br />Fa- <br />0 <br />O <br />U <br />0 <br />mj <br />j <br />oz.0..yy <br />0 <br />i <br />wuu <br />a <br />w <br />aU) <br />CL <br />U) <br />N< <br />w <br />0 <br />x <br />z <br />Z <br />i <br />i <br />i <br />0 <br />I <br />i <br />i <br />i <br />i <br />z <br />0 <br />i <br />i <br />i <br />� <br />�z <br />Q <br />1 <br />aaaaa <br />i <br />c <br />c <br />c <br />t <br />c <br />i <br />c <br />c <br />COMMUNITY: <br />LINKS AT CALUSA <br />SPRINGS E <br />PLAN # 6103 L <br />RELEASED: 02/04/21 i <br />SHEEP <br />A5*2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.