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6270 Silverado Ranch Blvd
Zephyrhills
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6270 Silverado Ranch Blvd
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Last modified
3/4/2025 1:11:32 PM
Creation date
2/19/2025 9:15:53 AM
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Building Plans
Street #
6270
Location
Silverado Ranch Blvd
Contractor
Cornerstone Solutions
Building Plans - Permit #
17074
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:� ►; s%: <br />►� ��. <br />►� �i `c <br />►� �� <br />w♦ �,; <br />.� �►, � III <br />,, ►, �t �if�;..,SC�a_.�`:f,,y_'�... f:�•lss'`aF :R .# �_.::��C3._. KC._-�. > � <br />ROOF TO WALL DETAIL <br />1 1/2" = 1'-011 <br />4 <br />A4.0 <br />8" GMU <br />2X FRAMING (SEE STWJGT. ORN65) <br />EXTERIOR SHEATHING (SEE 5TRUGT. <br />DRYS) <br />STONE VENEER <br />GONT. CORROSION RESISTANT VEEP <br />SCREED <br />FLASHING <br />FIBERGLASS SHINGLES OVER 30# <br />FELTUNDERLAYMENT OVER APA <br />RATED STRUCTURAL SHEATHING <br />METAL CLIP IN5TALL PER MANUFACTURER REGOMMENDATIONS <br />5TANDIN6 SEAM METAL SHEETING (2 OZ. PER 5017. OR <br />5PEGIFIED BY BUILDER) ON 30# FELT OVER ROOF <br />5HEATHIN6 OVER PRE-ENGINEERED ROOF TRUSSES. <br />METAL CLIP INSTALL PER <br />SLOPE MANUFACTURER RECOMMENDATIONS <br />PER <br />\ ROOF PLAN <br />DRIP ED6E <br />IX8 FIBER CEMENT FA5GIA BOARD <br />b" ALUM. 6UTTER <br />2X 5LOGKIN6 A5 REQUIRED <br />1/2" FIBER CEMENT <br />SOFFIT - VENTED <br />IXIO FIBER CEMENT FRIEZE BAND <br />FOR GEILIN6 FIN15H 5EE <br />REFLECTED GEILIN6 PLAN <br />(5EE HALL TYPE5) <br />METAL ROOF EAVE <br />1 1/2" = 1'—O" <br />ATTIC VENTILATION SCHEDULE <br />AREA <br />ATTIC AREA <br />(SQ.FT.) <br />TOTAL NET FREE <br />VENTED AREA REQ. <br />(1 /300) (SQ./IN.) <br />HIGH <br />(50%) <br />(SQ.IN.) <br />LOW <br />(50%) <br />(SQ.IN.) <br />MAIN BODY ATTIC <br />4,685 SQ.FT. <br />2249 SQ.IN. <br />1125 SQ.IN. <br />1125 SQ.IN. <br />TOWER ATTIC <br />525 SQ.FT. <br />252 SQ.IN. <br />126 SQ.IN. <br />126 SQ.IN. <br />NOTE: <br />REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SQ.FT.) <br />BY 1/300 AND MULTIPLIED BY 144 SQ.IN./SQ.FT. THEN 50% OF TOTAL NET FREE VENTED AREA IS <br />REQUIRED AT THE RIDGE/ ROOF VENT (HIGH)AND 50% IS REQUIRED AT THE SOFFIT (LOW). <br />ACTUAL NET FREE VENTED AREAS ARE TO BE DETERMINED BY SOFFIT MATERIAL SUPPLIER AS PER THE <br />GENERAL CONTRACTOR. CONTRACTOR TO VERIFY REQUIREMENTS. CONTRACTOR TO VERIFY PLACEMENT <br />WITH OWNER. <br />2 1 <br />A5.0 <br />� \ I <br />/ \ I <br />TIE DOWNSPOUTS <br />/ \ INTO <br />5TORMWATER, <br />/' \ TYP. 5EE GIVIL <br />A5.0 // \ DRANINC75 <br />/ \ I <br />/ <br />4 /' \\ DS <br />A4.0 <br />/ <br />(V r----� <br />I I <br />3 <br />A4.0 <br />I nl- LI\LL I I\/'RI-1L r V�LL.J <br />BELON, TYP. <br />PARTIAL ROOF PLAN - TOWER <br />-O" <br />FIBERCLA55 5HIN6LE5 OVER 30# <br />FELT UNDERLAYMENT OVER APA <br />RATED 5TRUGTURAL 5HEATHIN6 <br />FIBERGLASS SHINGLES SHALL BE <br />IN5TALLED PER MANUFAGTURER5 <br />INSTALLATION INSTRUGTION5 <br />WEAVE UNDERLAYMENT AT ALL VALLEY <br />GONDITION5 <br />GORRO51ON RE515TANT, 26 6A. METAL <br />VALLEY FLA5HIN6 - 5EGURE PER NRGA <br />REGOMMENDATION5 <br />5ET 5HIN6LE ED6E GOUR5E5 IN <br />THO GONTINUOU5 MA5TIG <br />BEAD5-TYPIGAL <br />PRE-ENGINEERED WOOD TRU55E5- 5EE< <br />5TRUGTURAL AND TRU55 DRAHINCS FOF <br />5PAGINC AND GONNEGTION DETAILS <br />FIBER6LA55 5HINCLE RIDGE <br />GAP -INSTALL PER MANUFAGTURER5 <br />IN5TALLATION IN5TRUGTION5 <br />RIDGE GAP 5Y5TEM 5ET IN ROOF <br />MA5TIG PER MANUFAGTURER5 <br />IN5TALLATION IN5TRUGTION5 <br />FIBER6LA55 5HINCLE5 OVER 30# <br />FELT UNDERLAYMENT OVER APA <br />RATED 5TRUGTURAL 5HEATHIN6 — <br />PRE-ENGINEERED WOOD <br />TRU55E5- 5EE 5TRUCTURAL <br />AND TRU55 DRAHIN65 FOR <br />5PAGI% AND GONNECTION <br />DETAIL5 <br />NOTE: <br />ALL FLA5HIN6 SHALL HAVE MINIMUM 4" LAP <br />IN DIRECTION OF 50WNWARD 5LOPE. <br />l�l <br />NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL <br />BE INSTALLED PER MANUFAGTURER'5 INSTALLATION <br />IN5TRUGTION. VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL <br />DRANIN65 <br />VALLEY FLASHING <br />1 1/2" = 1'—O" <br />12 <br />PER PLAN <br />MAIN PLATE <br />MAIN PLATE <br />NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL <br />BE INSTALLED PER MANUFACTURER'S IN5TALLATION <br />IN5TRUGTION. VERIFY ROOF 5HEATHI% WITH 5TRUGTURAL FOR GEILIN6 FINISH <br />DRAWINGS 5EE REFLECTED <br />GEILIN6 PLAN <br />RIDGE AND HIP RIDGE VENT <br />I I/2I = I'-O" <br />SLOPE <br />FIBER6LA55 5HI%LE5 OVER 30# <br />PER FELT UNDERLAYMENT OVER APA <br />ROOF RATED 5TRUGTURAL 5HEATHIN6 <br />PLAN <br />FOR GEILIN6 FIN15H <br />SEE REFLECTED CEILING <br />PLAN <br />4. <br />CONTINUOUS BOND <br />BEAM PER 5TRUGTURAL <br />DW65, TYP. <br />BOX FRAME BEAM5 <br />WITH P.T. 2X AND WRAP <br />WITH FIBER CEMENT <br />TRIM OVER GONTINUDU5 <br />TYVEK OR EQUAL WRAP <br />5EE REFLEGTED EAVE <br />GEILIN6 PLAN PER ROOF PLAN <br />DRIP EDGE <br />IX8 FIBER CEMENT <br />FA5GIA BOARD <br />6" ALUM. CUTTER <br />1/2" FIBER CEMENT <br />SOFFIT - VENTED <br />EAVE AT BOXED BEAM <br />1 1/2" = 1'—O" <br />FIBER6LA55 5HIN6LE5 OVER 30# FELT <br />UNDERLAYMENT OVER APA RATED <br />5TRUGTURAL 5HEATHIN6 <br />5LOPE <br />PER ROOF <br />PLAN <br />IXIO FIBER GEMENT <br />FRIEZE BOARD <br />— BOND BEAM <br />REINFOR61% PER <br />5TRUGTURAL <br />DRAWIN65 <br />— (5EE WALL TYPES) <br />EAVE <br />PER ROOF PLAN <br />TYPICAL EAVE <br />/ N, <br />4 <br />------ / \�� A4.0 <br />DA4O <br />r----CV <br />^. 1 � N, <br />I I j <br />I IL <br />4:12Ak� 4:12 <br />1? \ SLOPE 5LOPE <br />loe <br />.11 <br />fp'• <br />O <br />- / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />� 6 <br />A4.0 A8.1 <br />6:12 <br />I I <br />I I <br />L---J <br />t_ <br />CV < <br />ua <br />CV <br />5TATIG VENT - (60 <br />5.1. VENT AREA <br />EA) - TYP <br />r- r----� r----.1 <br />A4.0 <br />I I I I I I <br />LJ LJ LJ <br />10 <br />I ( I <br />II I <br />I I <br />L---J <br />�/ ----- 1 1 48" RI06E VENT - <br />(61.6 5.1. VENT I 1 1 I <br />AREA) - TYP <br />D5 1 8 1 16 1 1 <br />1 A4'0 I iu I 1 1 N <br />1 I c� O 1 1 � <br />---------r------ ---1 .fln 1------------------ N,\ <br />' 1 I I <br />I N,� <br />' 612 6:12 I <br />5 5LOPE 1 <br />3'-OII ' <br />N <br />o, I D_ I 1 <br />o I 1 <br />1 1 6u 1 1 <br />1 1 <br />1 I 7 I 1 <br />1 1 A4.0 1 1 <br />1 I 1 1 <br />'O <br />il <br />— — — — — — — — — — — — — — — — — <br />1 - 1 <br />� O 1 <br />m 1 6 <br />1 <br />A4.o ROOF PLAN A8•' <br />/ <br />/ <br />/ <br />/ <br />3 <br />A4.0 <br />4 <br />A4.0 <br />DRIP ED6E <br />IX8 FA5GIA BOARD <br />b" ALUM. GUTTER <br />2X BLOGKIN6 A5 <br />REQUIRED <br />1/2" FIBER GEMENT <br />SOFFIT - VENTED <br />eM <br />wow <br />Z<� <br />0<5 <br />U <br />wz <br />aw¢ <br />YJ <br />o� <br />F— <br />z <br />amp <br />p <br />O <br />N <br />OO U <br />Z <br />� <br />1< <br />a <br />F- <br />w�� <br />w« <br />Z� <br />W <br />, oo <br />aUa <br />aa� <br />"W <br />N <br />�w <br />0 <br />ca <br />a <br />s <br />0 <br />co <br />OC <br />0 <br />m� <br />U <br />Cc <br />� <br />O <br />LL <br />Lm <br />cz <br />■� <br />j <br />Q <br />N <br />V ♦ <br />(A <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM150335 PROJ MGR: JD <br />DRAWN: CDE CHECKED: JD <br />ROOF PLAN <br />PARTIAL PLAN <br />A4.0 <br />
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