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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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PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL — <br />BLOCKS AND BATT INSUL (R-30) <br />- SEE STRUCT <br />PREFIN MTL <br />GUTTER <br />TOS-LP <br />MTL CLOSURE <br />MTL EAVE TRIM <br />1-1/2" PREFIN MTL <br />HORIZ TAPERED RIB <br />WALL PNL <br />WR5 OVER V INSUL <br />SHEATHG (R-4) <br />LAP WR5 MIN 3" OVER <br />PREFIN MTL FLASWG <br />�A <br />W-' 2ND FLR <br />3" EIFS 5AND <br />1-1/2" EIFS (R-5.1) <br />AWB OVER 5/8" GYP <br />SHEATHG <br />3" EIFS <br />ACCENT BAND <br />D <br />MANLIF STONE <br />VENEER OVER <br />MORTAR OVER <br />LATH m <br />W C <br />.syP <br />AW5 OVER 5/8" GYP <br />SHEATHG --� <br />0 � <br />ER WE� <br />r <br />LAP AW5 =P <br />SCREED FLANGE <br />FOUNDATION WEEP <br />SCREED <br />EXT CONC- <br />SEE CIVIL LOPEX <br />SLOPE <br />FLR I <br />CONC FTG <br />SEE STRUCT <br />SLOPE <br />MTL PURL INS - <br />SEE STRUCT <br />FIREFIN MTL <br />COPING SYSTEM <br />SAF OVER PT <br />T/STUD <br />sAr- OVER P.T. 2X <br />LAP MIN P OVER EIFS, <br />4 PNL <br />VARIES <br />1-1/4" PREFIN VERT <br />RIB MWP <br />WR5 OVER I" IN5UL <br />SHEATHG (R-4) <br />1-1/4" GALVALU!"IE MTL <br />WALL PANEL <br />PREFIN MTL <br />FLASWG <br />MTL PURL INS - <br />SEE STRUCT <br />PREFIN TRAPEZOII--)AL SEAM <br />ROOFG SYSTEM W1 THERMAL <br />5LOCK.5 AND BATT INSUL (R-30) <br />- SEE STRUCT <br />PREFIN MTL <br />COPING SYSTEM <br />SAF OVER PT LSL <br />T/STur-> <br />sAF OVER P.T. 2X <br />LAP MIN I" OVER EIFS, <br />4 PNL <br />VARIES <br />TOS-RAKE <br />1-1/2" PREFIN VERT <br />R15 MWP <br />WR5 OVER I" INSUL <br />SWEATHG (R-4) <br />1-1/4" GALVALUME MTL <br />WALL PANEL <br />PREFIN MTL <br />FLASWG <br />15 +T''INSUL <br />(R-30) - SEE STRUCT <br />LINER PNL OVER <br />DS W1 <br />ro" MTL STUr <br />BATT IN-SUL (R-le) - <br />SEE STRUCT <br />MTL CLOSURE <br />14'- 0 <br />TOS, HP <br />PREFIN MTL EDGE <br />TRIM <br />1-1/2" PREFIN MTL <br />HORIZ TAPERED Rle <br />WALL PNL <br />WR5 OVER I" INSUL <br />SWEATHG (R-4) <br />SLOPE <br />:10 <br />MTL PURL INS' <br />SEE STRUCT <br />PREFIN TRAPEZOIDAL SEAM <br />ROOFG SYSTEM W1 THERMAL <br />BLOCKS AND BATT INSUL (R-30) <br />SEE STRUCT <br />WOR MTL FRAMG TO 2�== HOR MTL FRAMG TO WOR MTL FRAMG TO WOR MTL FRAMG TO <br />MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND MATCH STUD SIZE AND <br />GA * 5'-4" O.C. VERT GA a V-4" O.C. VERT GA 0 V-4" O.C. VERT GA 0 V-4" O.C. VERT <br />MAX W1 2x2xl4 GA MAX W1 2x2xl4 GA MAX W/ 2x2xl4 GA MAX W1 2x2xl4 GA <br />CLIPS AND (4) W TEK CLIPS AND (4) 010 TEK ---- CLIPS AND (4) *10 TEK CLIPS AND (4) 010 TEK <br />SCREWS SCREWS FN SCREWS SCREWS <br />—MTL LINER PNL OVER <br />6" MTL STUDS W1 <br />BATT INSUL (R-lB) - <br />SEE STRUCT <br />ONC SLA5 ON MTL <br />DECK SEE STRUCT <br />A j <br />A- 4 <br />CONC, SLAB ON <br />VAPOR RETARDER <br />OVER 4" DRAINAGE <br />FILL - SEE STR.UCT- <br />ON' 111W <br />PREFIN MTL TRIM <br />R <br />1-1/4" PREFIN VERT <br />R15 MWP <br />WR5 OVER P INSUL <br />SHEATWG (R-4) <br />1/2" EXP JT FILLER AT- <br />CONC PAVG <br />EXTERIOR PAVG <br />SEE CIVIL <br />-SLOPE <br />IST FLR I <br />CONC FTG <br />SEE STRUCT <br />"*�MTL LINER PNL OVER <br />(o" MTL STUDS W1 <br />BATT INSUL (R-1'3) - <br />SEE STRUCT <br />CONC SLA5 ON MTL <br />DECK - SEE STRUCT <br />d <br />4 <br />WOR MTL FRAMG TO <br />MATCH STUD SIZE AND <br />GA 0 5'-4" O.C. VERT <br />MAX W1 2x2xl4 GA <br />CLIPS AND (4) 010 TEK <br />SCREWS <br />CONC, SLA5 ON <br />VAPOR RETARDER <br />OVER 4" DRAINAGE <br />FILL - SEE STRUCT- <br />PREFIN SUPPORT <br />PREFIN ALUM <br />CANOPY SYSTEM <br />�2NC>�i=LR <br />FIN FLR <br />1-1/4" rKt--t-lN Yt=Kl <br />R15 MWP <br />WR5 OVER I" INSUL <br />SHEATWG (R-4) <br />gmd=�J--lkl <br />CONC FTG <br />SEE STRUCT <br />CONC SLA5 ON MTL <br />DECK SEE STRUCT <br />STL TUBE SEE <br />STRUCT <br />P.T. 2x 5LKG <br />CONC SLAB ON <br />VAPOR RETARDER <br />OVER 4" DRAINAGE <br />PREFIN MTL TRIM <br />2ND FLR <br />1-1/4" PREFIN VERT <br />R15 muip <br />WR5 OVER V INSUL <br />SWEATWG (R-4) - <br />1/2" EXP JT FILLER A <br />CONC PAVG <br />EXTERIOR PAVG <br />SEE CIVIL <br />SLOPE <br />IST FLR 1 <br />CONC FTG <br />SEE STRUCT <br />MTL LINER PNL OVER <br />V' MTL STUDS W1 <br />BATT INSUL (R-lB) <br />SEE STRUCT <br />VCONC SLA5 ON MTL <br />DEC< SEE STRUCT <br />-7--A 4 <br />HOR MTL FRAMG TO <br />MATCH STUD SIZE AND <br />GA is 5'-4" O.C. VERT <br />MAX W1 2x2xI4 GA <br />CLIPS AND (4) 010 TEK <br />SCREWS <br />CONC SLAB ON <br />VAPOR RETARDER <br />OVER 4" DRAINAGE <br />FILL SEE STRUCT <br />)I)j <br />.6 <br />=1 I M I P, <br />ui w u) of <br />u !, <br />co D uj <br />uj 0 ui u- c ZD U-ii <br />a z 3: Fj Lo cr I<-- Z < <br />< -i >- uj uj 0 _j <z u <br />U) Q- u- uj <br />< m a < Luui U) <br />< uj U) ui 0 LL U F- <br />= = U) -j �-- o o 0 <br />0 cn F-- — m < cn u a Z <br />uicr [--:i=�--<(rD<mcLo <br />2 D o o I-- a yj I , <br />< (D F1 -) u) <br />= 0 Z c/) LU Z <br />Z P cf) p <br />0 0 0 LL 0 <br />U — f ui F--- — U 0 <br />U) U-Z3:ao�-bu)o zuj�-- <br />0- DUZF--ZLU M <br />�D 0 uj z u <br />Z uj U) <br />z >- W w a- a D w <br />uwcr <br />a=)=)- <br />< ui �- c� �-- 0 ui m - z cl) c/i <br />aa-you uo_i T-<z <br />0ou-jawuj zu--Jc)ua-O(D <br />o� t a- F- a z < a W U z <br />0- - w - < - < 5 < a <br />U) = = 0- uj < uj <br />w w u Ir w �-- z Fr W. U < <br />Z Lu 0 of <br />=-rawcha < <br />< m < a- Fl) 0 0 i= > P E 3: E <br />al <br />CTS <br />u <br />u <br />ISSUE: FOR CONSTRUCTION <br />REVISIONS: <br />PROJECT NUMBER <br />201812 <br />DATE <br />4-3-19 <br />SHEET NUM13ER <br />A503 <br />WALL SECTION 5LOG A r2 -N WALLSECTION 5LDG A <br />A5-3 SC -ALE.- 3/4"=V-011 �A5-3 SCALE-. 3/4"=I'-O" <br />WALL SECTION - 5LDG A <br />SCALE. 3/4"=V-0" <br />o-� WALL -SECTION <br />4 <br />A5-3) SCALE: 3/4"=V-0" <br />VA <br />
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