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6888 Shelby Lynn Way
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6888 Shelby Lynn Way
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Last modified
2/26/2025 11:09:51 AM
Creation date
2/19/2025 9:44:39 AM
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Building Plans
Street #
6888
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
446
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SEE <br />ROOF PLAN <br />INSULATION AS <br />PER SPECS. <br />PRE-ENGINEERED <br />GABLE END ROOF <br />TRUSS - REFER TO <br />STRUCTURALS <br />1/2" (MIN.) CLG. BD. <br />TYP. HIPPED PE <br />SCALE: 1/2" = V-O" <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 />OIL TOP OF PLATE <br />(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 />NT ROOF DETAIL <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 />1 x6 PT DRAPE BLKG <br />ABOVE WINDOWS <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <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 />2-STORY - FRAMED WALL <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />60 MIL. OR EQUAL <br />PRE-ENGINEERED ROOF <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 WALL <br />\qv(REFER TO ELEV.) <br />SEE 2x6 ALUM WRAPPED FASCIA <br />ELEV. BD. w/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />HEADER PER STRUCTURALS <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 />OL TOP OF FLOOR <br />(REFER TO ELEV.) <br />MID -WALL WEEP <br />SCREED/EXPANSION JOINT <br />OL TOP OF CMU <br />(REFER TO ELEV) <br />OL 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 />OIL 0'-0" <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 2-STORY WALL SECTION - <br />SCALE: <br />12 <br />SEE ROOF <br />� PLAN <br />INSULATION PER — <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. - <br />1x PT DRAPE BLKG - <br />ABOVE WINDOWS 1/2" <br />G.W.B. <br />WINDOW PER PLAN <br />SOLID SURFACE <br />CAULKED @ WINDOW <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 />ROOF SHINGLES OVER ROOF SHINGLES OVER <br />15# ROOFING FELT 15# ROOFING FELT <br />OR OR <br />CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT <br />60 MIL, OR EQUAL 12 60 MIL. OR EQUAL <br />PRE-ENGINEERED ROOF SEEROOF PRE-ENGINEERED ROOF <br />TRUSSES AT TYP. 24" O.C. ' PMN TRUSSES AT TYP. 24" O.C. <br />BOTTOM CHORD VARIES. REFER \' BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END , HURRICANE STRAP EACH END <br />OF TRUSS - REFER TO OF TRUSS - REFER TO <br />Z STRUCTURAL. STRUCTURAL. <br />TOP OF C.M.U. OIL TOP OF C.M.U. <br />(REFER TO ELEV) (REFER TO ELEV.) <br />I <br />I I I <br />SEE SEE 2x6 ALUM WRAPPED FASCIA <br />BD. w/ALUM DRIP EDGE. <br />ELEV. 2x6 ALUM WRAPPED FASCIA ELEV. <br />BD. w/ALUM DRIP EDGE. 1/2" (MIN.) SOFFIT PER SPECS <br />SOFFIT PER SPECS CLG. BD. <br />($" TYPE 'X' GYP. BD. SEE STRUCTURAL <br />TO BE PROVIDED PLAN <br />SEE STRUCTURAL WHEN LIVING SPACE <br />PLAN IS ABOVE GARAGE) <br />8" CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />PRECAST WIN. SILL <br />SLOPE GRADE AWAY <br />FROM HOUSE <br />0'-0" <br />FIN. FL. <br />�— FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1-STORY WALL @ WINDOW <br />SCALE: 1/2" = 1'-0" <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 />"' 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 />GARAGE SLAB, <br />SEE STRUCTURAL <br />PLANS <br />SLOPE <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <br />OR <br />CONCRETE TILE W/ SELF ADHERED <br />MEMBRANE UNDERLAYMENT <br />12 <br />60 MIL. OR EQUAL <br />ISEE ROOF <br />PRE-ENGINEERED ROOF <br />' PLAN <br />TRUSSES AT TYP. 24" O.C. <br />' <br />BOTTOM CHORD VARIES. REFER <br />TO TRUSS MFGR. DRAWINGS. <br />HURRICANE STRAP EACH END <br />\ , OF TRUSS - REFER TO <br />STRUCTURAL. <br />OIL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />I <br />1/2" EXTERIOR SOFFIT <br />SEE 2x6 ALUM WRAPPED FASCIA <br />BD. W/ KNOCKDOWN <br />ELEV. BD. WALUM DRIP EDGE. <br />PLASTER FINISH <br />SOFFIT PER SPECS <br />SEE STRUCTURAL <br />PLANS <br />8" CMU BLOCK <br />W/ CEMENTITIOUS FINISH <br />EXPANSION JOINT SLOPE GRADE AWAY <br />DRIVEWAY PER COMMUNITY FROM HOUSE <br />4" SPECS <br />OL0'-0" 0'-01, <br />SLOPE FIN. FL. SLOPE- u I FIN. FL. <br />-10 <br />WALL SECTION <br />SCALE: 1/2" = V-0" <br />I <br />ATTIC <br />OR SECOND <br />FLOOR <br />LIVING SPACE <br />GYPSUM <br />REFER <br />TO PLANS <br />T.O. M <br />GYPSUM <br />BOARD <br />BOARD z <br />i <br />z <br />�3 1/2" CL <br />GARAGE <br />J" GYPSUM <br />BOARD <br />a <br />NICHE FOR <br />i <br />j <br />i <br />ELECTRICAL <br />PANEL & <br />WIRING <br />cV <br />cV <br />ELECTRICAL <br />PANEL <br />ELECTRICAL <br />PANEL <br />cV <br />EXTERIOR <br />CMU BLOCK <br />WALL <br />00 <br />N <br />`° <br />sr <br />`O <br />----- <br />----- <br />11 „ 1 � 0" Z <br />CONCRETE "' CONCRETE 1 �-15" N <br />CURB REFER CURB REFER <br />TO PLANS TO PLANS <br />CONCRETE <br />SLAB ON _) <br />a?r _ ? <br />GRADE _ GRADE AT <br />GARAGE - 7 <br />FLOOR <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />SCALE: 1/2" = V-0" <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />GARAGE DOOR <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. CMU COLUMN P LANAI/PORT <br />SCALE: 1/2" = 1'-0" <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. 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