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THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION.,
BUILDING IDENTIFICATiON AND RELATIVE POSITIONING OF
P.e.&PR, — I E> MINIMUM UNIT TYPES ONLY , FORPRECISE GEOMETRY, 1,1ATER, SEWER
MINIMUM ��/ I,�C) L-F—ss -rH"n,,�4 A & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMSJ
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PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY .
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PEREZ SUAREZ ASSOCIATES, INC. STOKES & COMPANY
,A R C H I T E C T S PLANN'ERS D E S I G N E R S. B U I L D E R S & LAND - DEVELOPERS
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NIO. TITLE: NO. TITLE: NO. TITLE
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AS--1 SITE PLAN
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S-2 C--UNIT FQU_NDATION PLAN
A-1A A-UNIT RIGHT (AR)(AGR) A-113 B-UNIT RIGHT (BR)(BGR) A- IC C-UNIT LEFT (CL) (CGL) REVISIONS
A-2A A-UNIT LEFT (AL)(AGL) A-213 B-UNIT LEFT (BL)(BGL) A-2C C-UNIT RIGHT (CR) (CGR) ELECTRICAL
A-:3A A-UNIT ELEVATIONS RIGHT (AR)(AGR) A-36 B-UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C-UNIT ELEVATIONS RIGHT (CR) (CGR) to 00
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GENERAL NOTES:
CONTR/NC7Z:�:�R S
nish Cupen�a
All work shall conform to the City of Jacksonville Building Code shall comply with the American Lumber standards. Interior 0 FIT 1 C,
and high standards of workmansliLp. tr1m shall be white pine or better. Exterior siding shall be rough sawn 0)
3/4" channel rustic. install all exterior wood and f iniahes with hot dip �369`
Site and I-oundation: galvanized nails. All interior doors to be. hollow type. IN Z
See structural. plans 0 <
Thermal and Moisture Pr6tection
Concrete, Concrete Masonry Units and Metals: Uj
Exterior Walls shall have full fiberglass insulation. Ceilings to have a
See structural. plans R-19 blown fiberglass except where batts required to achieve 2" air space C)
(typical conventional frame area) . Roof to be fiberglass shingles, 15 Uj
year roof warranty.
C2,�n t r�: ON 0) 06
Rouah Carpentry shall be wood that complies with American Lumber stand ards.
Dimension lumber timber and boards can be #2 Southern pine. Felt ' 150 asphalt
impregnated Fry or equal or rosin sized sheating paper where indic.,itcd. Alt
wood roof sheathing -,hall be �j" HEAKTH CONFIGWRAXION
nails, screws, bol:ts and hurricane clips are, to be hot (lip galvailtzed. P ty- 5EE FLOOK PLAN FOR-
INT-DFPA (I) C-D extorior 'g.lue, or wafer board rORAWING NO.
All wood bearing on or against concrete, masonry, steel and floor joi-st shall
be pressure treated lumber. All outside studs will be at leaRL 2" x 411 0. 1611 A) - A-5
01.C. Inside walls shall be 211 x 411 (1) 24" o.c. All ZZ 54)
roof joists at roof edge to be secured with hurricane clips 24". r I �R\ E 17:1 L AC f-= PLAN 7 ALTERLIATff. 1 1 OFJ 1