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38011 Pretty Pond Rd
Zephyrhills
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38011 Pretty Pond Rd
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Last modified
3/21/2025 2:37:21 PM
Creation date
2/19/2025 2:30:54 PM
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Building Plans
Street #
38011
Location
Pretty Pond Rd
Contractor
J. Raymond Construction
Building Plans - Permit #
21985
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Lu <br />> <br />PIREFIN MTL <br />COPING SYSTEM <br />SAF OVER PT <br />�T, 5-fou- C—) <br />VARIES <br />E IFS CORBELLING--" <br />1-1/2" EIFS (R-51) <br />AWB OVER 5/8" GYP <br />SHEATHG <br />3" EIFS BAND <br />1 1/24 <br />HEAD I <br />LAP WRB MIN 3" OVER <br />PREFIN MTL FLASHG <br />SEALANT OVER RO <br />ALUM STOREFRONT <br />SYSTEM <br />SEALANT OVER ROD <br />PREFIN ALUM SILL <br />PAN r-LAS14G <br />31, EIFS <br />BAND <br />L <br />MANUF STONE VENEER <br />OVER MORTAR OVER <br />LATH <br />AW5 OVER 5/6" GYP <br />SWEATWG <br />PREFIN MTL <br />PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL --- <br />BLOCKS AND BATT INSUL (R-30) <br />- SEE STRUCT <br />MTL LINER PNL OVER <br />ro" MTL STUDS W1 <br />BATT INSUL (R-113) <br />SEE STRUCT <br />STL TUBE - SEE <br />STRUCT <br />P.T. 2x el -Kra <br />1-5/8" 20 GA MTL FRAMG <br />6 16" O.C. W1 BATT INSUL <br />CONC SLAB ON MTL <br />DECK SEE STRUCT <br />1/2" JOINT FILLER <br />2ND FLR <br />EXT CONC- <br />> <br />6 E QVIL <br />4 \,--STEEL ANGLE <br />. . . . . . . 4 SEE STRUCT <br />4 <br />VARIES <br />LEDGE <br />I IEEI I I- <br />4 <br />I Ed I 1 <br />— =1 <br />4 <br />El I lEd I <br />I IEEI I I— <br />lEd I <br />CONC WALL <br />SEE STRUCT <br />I Mi I IE <br />M I <br />DRAINAGE BD <br />6 <br />OVER FLUI I �IE <br />APPLIED WP 4 <br />12" x 24" HIGH A <br />DRAINAGE FILL-- CONC SLAB ON <br />VAPOR RETARDER <br />W1 FABRIC OVER 4" DRAINAGE <br />WRAP FILL - SEE STRUCT <br />IST FLR <br />4 <br />roll DIA <br />4 <br />DRAIN <br />4 <br />CONC FTG <br />SEE STRUCT <br />��i WA <br />LL SECTION 5LDG A <br />A52) SCALE: 3/4"=V-0" <br />Lu, <br />I w <br />PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL <br />BLOCKS AND BATT IN5UL (R-30) <br />SEE STRUCT <br />PREFIN MTL <br />GUTTER <br />LP <br />MTL CLOSURE <br />MTL EAVE TRIM, <br />1-1/2" PREFIN WOR <br />TAPERED RIB MWP <br />WR5 OVER Ill INSUL <br />SWEATWG (R-4) <br />-SLOPE <br />MTL F:4JRLINS - <br />SEE STRUCT — <br />PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL <br />BLOCKS AND BATT INSUL (R-30) <br />- SEE STRUCT <br />PREFIN MTL <br />GUTTER <br />LF <br />MTL CLOSURE <br />MTL EAVE TRIM <br />1-1/2" PREFIN VERT <br />TAPERED R15 MWP <br />WR5 OVER Ill INSUL <br />SHEATHG (R-4) <br />SLOPE <br />3.00. <br />MTL PURL INS - <br />SEE STRUCT <br />PREFIN MTL <br />COPING SYSTEM <br />SAF OVER PT <br />N- <br />VARIES <br />Eir-s CORBELLING <br />1-1/2" PREFIN VERT <br />TAPERED R15 MWF <br />WR5 OVER I" IN5UL <br />SHEATW-z (R-4) <br />PREFIN MTL <br />BLOCKS AND BATT INSUL (R-30) <br />- SEE STRUCT <br />PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL — <br />BLOC" AND BATT INSUL (R-30) <br />- SEE STRUCT <br />PREFIN MTL <br />GUTTER <br />�T-0;_ L P <br />MTL CLOSURE 1= <br />MTL EAVE TRIM <br />1-1/2" PREFIN VERT <br />TAPERED RIB MWP <br />WR5 OVER I" INSUL <br />SHEATHG (R-4) <br />SLOPE <br />MTL PURLINS - <br />SEE STRUCT — <br />HOR MTL FRAMG TO HOP, MTL FRAMG TO HOR MTL FRAMG TO HOR MTL FRAMG TO <br />MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND <br />GA a 5'-4" O.C. VERT GA 0 5'-4" O.C. VERT GA a r2'-4" O.C. VERT GA o 51-411 O.C. VERT <br />MAX W1 2x2x14 GA MAX W1 2x2x14 GA MAX W1 2x2xI4 GA MAX W1 2x2x14 GA <br />CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK CLIPS AND (4) 010 TEK <br />SCREWS SCREWS <br />S C RE W 6 INN <br />'\—MTL LINER PNL OVER <br />MTL LINER PNL OVER )41�-MTL LINER PNL OVER ih�—MTL LINER F`NL OVER <br />ro" MTL STUDS W1 <br />ro" MTL STUDS W1 6" MTL STUDS W1 roll MTL STUDS W1 BATT INSUL (R-113) <br />BATT INSUL (R-I'B) BATT INSUL (R-Ilb) BATT INSUL (R-Ic3) <br />SEE STRUCT <br />-SEE STRUCT SEE STRUCT SEE STRUCT <br />3" EIFS BAND <br />CONC SLAB ON MTL <br />DECK SEE STRLICT <br />2ND FLR <br />MANUF STONE VENEER <br />4 <br />OVER MORTAR OVER <br />\—STEEL ANGLE <br />LATH <br />< <br />SEE STRUCT <br />=1 <br />1/2" JOINT FILLER <br />4 <br />> <br />;5 <br />EXT CONC- <br />tu <br />SEE CIVIL SLOPE <br />ul <br />d) <br />"d 4 <br />I I 1=1 I MI <br />VARIES <br />LEDGE <br />Ei <br />1 <br />I IE1 <br />Ed <br />I <br />I NE <br />4 <br />< <br />—=I I M 1 <br />< <br />I Mi <br />q <br />4 <br />=1 I 1=1 <br />I <br />CONC WALL <br />HI <br />I IEEI <br />I <br />SEE STRUCT <br />IE1 <br />=1 <br />I I]Ed <br />I IE <br />I <br />4 <br />DRAINAGE 5D <br />1=1 I 1— <br />El I IE1 I <br />-> <br />OVER FLUIr <br />I I= <br />4d 'd <br />APPLIED WF <br />12" x 24" HIGH <br />4 <br />CONC SLAB ON <br />DRAINAGE FILE' <br />4 <br />VAPOR RETARDER <br />W1 FABRIC <br />OVER 4" DRAINAGE <br />WRAP <br />FILL - SEE STRUCT <br />IST FLR <br />A A <br />< <br />roll DIA <br />DRAIN <br />.d <br />CONC FTG <br />SEE STRUCT <br />r2 WALL SECTION <br />5LDG A <br />A51J SCALE: <br />L'u' <br />-q <br />> <br />LAP WR5 MIN 3" OVER <br />PREFIN MTL FLASWG <br />3" EIFS BAND <br />c: <br />c <br />2ND FLR <br />CA -I,-- <br />MANUF STONE VENEER <br />OVER MORTAR OVER <br />LATH <br />AW5 OVER 5/8" G) <br />c <br />w <br />tu <br />SHEATHG <br />c <br />c <br />c <br />VARIES <br />c <br />T/WALL <br />MANUF STONE VENEER <br />OVER MORTAR OVE <br />LATH <4 <br />1/2" JOINT FILLER <br />A <br />EXT CONC- <br />SEE CIVIL <br />SLOPE <br />4 . <br />CONC SLAB ON MTL <br />DECK SEE STRUCT <br />\--STEEL ANGLE <br />SEE STRUCT <br />VARIES <br />2j <br />LEDGE <br />I <br />Ed <br />1 <br />4 <br />4 <br />CONC WALL <br />1=1 <br />ME <br />I <br />1 <br />IE <br />ISEE STRUCT <br />I IEEI <br />1 Mi I <br />I <br />I — <br />DRAINAGE 5D <br />El <br />I MI <br />I <br />OVER FLUir-> <br />APPLIED WP <br />12" x 24" HIGH <br />CONC SLAB ON <br />DRAINAGE FILE' <br />VAPOR RETARDER <br />W1 FABRIC <br />OVER 4" DRAINAGE <br />WRAP <br />FILL - SEE STRUCT <br />IST FLR <br />If/ <br />A <br />ell, DIA <br />DRAIN <br />CONC FTG <br />4 <br />SEE STRUCT <br />4 <br />O�3� WALL SECTION <br />5LDG A <br />ASIJ SCALE: 3/4"=V-0" <br />tu <br />> <br />Lu <br />W- <br />-q <br />> <br />LAF` AW5 MIN 3" OVER <br />PREFIN MTL FLASI-IG <br />DRAIN <br />CONC FTG <br />SEE STRUCT 4 <br />M. <br />WALL SECTION <br />4 <br />A5.2J SCALE: 3/4"mV-0" <br />CONC SLAB ON MTL <br />DECK SEE -STRUCT <br />STEELANGLE <br />SEE STRLIC-T <br />CONC WALL <br />SEE STRUCT <br />CONC SLAB ON <br />VAPOR RETARDER <br />OVER 4" DRAINAGE <br />I 2A <br />LAF` WRB MIN 3" OVER <br />PREFIN MTL FLASWa <br />LR <br />3" EIFS BAND <br />Leo <br />AM OVER 5/8" GYP <br />SWEATWG <br />CONC SLAB ON MTL <br />DECK SEE STRUCT <br />3" EIFS <br />ACCENT BAND <br />MANUF STONE <br />VENEER OVER <br />--ill <br />MORTAR OVER <br />LATH <br />AW15 OVER 5/8" GYP <br />T <br />E <br />0 <br />0 <br />1A <br />V <br />V <br />N <br />E <br />E <br />D <br />R <br />ER <br />ER G <br />SHEATWG <br />3 0 <br />P <br />LAP AW5 OVER WEEP <br />FL <br />SCREED FLANGE <br />r10 WE CONC SLAB ON <br />FOUNDATION WEEP VAPOR RETARDER <br />SCREED OVER 4" DRAINAGE <br />EXT CONC- FILL - SEE STRUCT- <br />SEE CIVIL <br />A <br />SLOPE z <br />4. <br />FLR <br />-;E1T <br />CONC FTG .. <br />�=- I i= i r= i r= —1 <br />SEE STRUCT ---- <br />WALL SECTION - 5LDG A <br />\,A52 SC -ALE: 3/4--cl'-O" <br />w u ,u <br />(D uj <br />uj 0 'w 1,u) �uj 0 ��; 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