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6910 Shelby Lynn Way
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6910 Shelby Lynn Way
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Last modified
2/26/2025 11:46:50 AM
Creation date
2/19/2025 9:44:57 AM
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Building Plans
Street #
6910
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
436
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SEE <br />SOFFIT AT RAKE (BEYOND) <br />ROOF PLAN <br />REFER TO PLANS <br />M :_v <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 />TOP OF C.M.U. <br />(REFER TO ELEV.) <br />INSULATION AS I _ <br />2X ALUM WRAPPED FASCIA <br />PER SPECS. <br />BD. w/ALUM DRIP EDGE <br />PRE-ENGINEERED <br />SOFFIT AS PER SPECS. <br />GABLE END ROOF <br />TRUSS - REFER TO <br />HURRICANE STRAP EACH END OF <br />STRUCTURALS <br />TRUSS - REFER TO STRUCTURAL <br />1/2" (MIN.) CLG. BD. <br />MASONRY LINTEL, SEE <br />STRUCTURALS <br />TYP. HIPPED PENT <br />ROOF DETAIL <br />SCALE: 1/2" = 1'-0" <br />ROOF SHINGLES OVER <br />12 15# ROOFING FELT <br />SEE ROOF PRE-ENGINEERED ROOF <br />PLAN <br />INSULATION PER <br />COMMUNITY SPEC. <br />SEE ENERGY CALCS. <br />1/2" (MIN.) CLG. BD. <br />1 x PT DRAPE BLKG <br />ABOVE WINDOWS 1/2" <br />G.W.B. <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 />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 />(REFER TO ELEV.) <br />I <br />SEE <br />n <br />2x6 ALUM WRAPPED FASCIA <br />BD. W/ALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />SEE STRUCTURAL <br />PLAN <br />PRECAST WIN. SILL <br />f <br />PE GRADE AWAY <br />M HOUSE <br />0'-01, <br />FIN. FL. <br />FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />TYP. 1—STORY WALL @ WINDOW <br />1 /2" = V-0" <br />ATTIC OR <br />SECOND FLOOR <br />LIVING SPACE <br />REFER TO PLANS <br />GYPSUM <br />PROVIDE 2X4 <br />FRAMED <br />GYPSUM <br />BOARD z <br />g <br />BOARD <br />ENCLOSURE FOR <br />ELECTRICAL <br />PANEL, FINISH W/ <br />3 1 /2 <br />w <br />GARAGE °- <br />" GYPSUM <br />BOARD <br />z'GYPSUM <br />BOARD <br />NICHE FOR <br />ELECTRIC METER <br />, <br />ELECTRICAL <br />LOCATION - SEE <br />PANEL & <br />PLANS. VERIFY <br />WIRING <br />INSTALLATION IN <br />N <br />FIELD <br />ELECTRICAL M <br />STUCCO <br />FINISH <br />PANEL <br />ELECTRICAL <br />PANEL <br />CV <br />EXTERIOR <br />CMU BLOCK <br />EXTERIOR <br />CMU BLOCK <br />WALL <br />WALL <br />�t <br />CONCRETE <br />CONCRETE <br />CURB REFER <br />CURB REFER <br />TO PLANS <br />TO PLANS <br />CONCRETE <br />SLAB ON <br />�,< <br />GRADE <br />GRADE AT <br />GARAGE <br />I rLwa <br />ELECTRICAL PANEL NICHE AT CMU BLOCK WALL <br />1-STORY - MASONRY WALL <br />12 <br />SEE ROOF <br />PLAN <br />I <br />I <br />�I <br />1/2" (MIN.) ------ <br />CLG. BD. <br />(8" TYPE 'X' GYP. BD. <br />TO BE PROVIDED <br />WHEN LIVING SPACE <br />IS ABOVE GARAGE) <br />GARAGE SLAB, 4„ <br />SEE STRUCTURAL <br />PLANS <br />SLOPE <br />o <br />co <br />WALL SECTION <br />SCALE: 1/2" = V-0" <br />ATTIC OR SECOND <br />FLOOR LIVING SPACE <br />REFER TO PLANS <br />T.O. M <br />I I <br />I I <br />r <br />I I <br />I I <br />I <br />I I <br />L-----J <br />Q <br />d <br />M <br />w <br />0- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />IE: <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N <br />, <br />CV <br />- <br />N <br />co <br />—ILI <br />LIE <br />----- <br />�lt 1' <br />0" X, <br />V-6" <br />ROOF SHINGLES OVER <br />15# ROOFING FELT <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 />TRUSS - REFER TO <br />STRUCTURAL. <br />AL TOP OF C.M.U. <br />(REFER TO ELEV.) <br />SEE 2x6 ALUM WRAPPED FASCIA <br />ELEV. BD. WALUM DRIP EDGE. <br />SOFFIT PER SPECS <br />\"— <br />SEE STRUCTURAL <br />PLAN <br />CMU BLOCK <br />W/ CEMENTITIOUS <br />FINISH (BEYOND) <br />EXPANSION JOINT <br />DRIVEWAY PER COMMUNITY <br />SPECS <br />0'-01, <br />SLOPE FIN. FL. <br />-----FOUNDATION <br />PER STRUCTURAL DRAWINGS <br />GARAGE DOOR <br />NOTE: THESE DETAILS DEPICT <br />ARCHITECTURAL SPECIFICATIONS AND <br />FINISHES ONLY. REFER TO STRUCTURAL <br />DRAWINGS FOR STRUCTURAL INFORMATION <br />'JUN 0 8 2020 <br />G.®/z <br />�® <br />® 8 m <br />e ® w <br />® � 6 <br />p � Pg� ' b <br />® .n <br />P � <br />m <br />W <br />�O>f— <br />i- <br />>oCQO <br />WC)1- <br />U) :> <br /><C�WH <br />2 <br />Q <br />F- > <br />cc cr- cc <br />Y 0 H z <br />06u-00U <br />Z 4z z <br />� ~ Z_ <br />J U) J <br />WO-2cr-LL <br />U p 0 U <br />�2ZLL(_n <br />zco <br />c� g <br />N <br />c <br />O <br />0 <br />O z <br />Q <br />0 <br />0 <br />0 <br />4* <br />j� <br />V <br />0 <br />A� <br />0 <br />z <br />0 <br />0 <br />~ <br />i �z <br />w <br />� U <br />on" <br />cL cn <br />r� <br />Vl <br />oct <br />Iii <br />m <br />w <br />x <br />X <br />U <br />"cc I <br />O <br />OC <br />U) <br />wl <br />cn <br />O <br />d <br />(n <br />A <br />zaaaaa <br />COMMUNITY: <br />LINKS @ CALUSA SPRINGS <br />PLAN # 6100 <br />RELEASED: 5/15I20 <br />SHEET <br />A*50.o'!93* <br />
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