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THE C=vF_r-t4EP2Z_\L cf�- NTP2.AC:-7C)P— THIS SITE PLAN IS TO BE USED FOR GENERAL INFORMATION.,
E:-:>EE_F E�AC k-` PREa Q I P-I-M E-: 75 BUILDING IDENTIFICAT40N AND RELATIVE POSITIONING OF
PzP2C)N-r * P2 EA P-1 - I E),I m I N I rvium UNIT TYPES ONLY, FOR PRECISE GEOMETRY, 1�!ATER, SEWER
E_ �5 I of �,A IN I M U M ��/ �JO L.F-=SS 7HA It,4 N & DRAINAGE PLANS, REFER TO PLANS BY ENGLAND & THIMS,
c::)F-- ic�::)' E3F--rW EEN Al��Y 7V-JC? 4,0J . L,:--)-r5 INC. j CONSULTING AND DESIGN ENGINEERS .
PERMITS ON SUCH PORTION OF WORK TO BE HANDLED SEPARATELY ,
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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-313 B—UNIT ELEVATIONS RIGHT (BR)(BGR) A-3C C—UNIT ELEVATIO R (CGR) cl)
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WOOD TO 5T .UCCO WOOD To 5TUCCO EXFAN151 ON DRIP MOULL, FIREPLACE ELEVATION -3 1
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GUNERAL NwES:
C 0NTRACT(:�:)P:R S
All work shall conform to the City of Jacksonville Building Code Finish CaKRentrj shall comply with the American Lumber standards. Interior 0 F77 1(-7)r�,,j S.10
and high standards of workmanship.
trim shall be white pine or better. Uterior siding shall be rough sawn
Site and Foundation: 3/4" channel rustic. install all exterior wood and finishes with hot dip �3& VTL-. U)
galvanized nails. All interior doors to be hollow type. N/IAI14UF=, Z
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See structural plans Lz-�--.AL- C-C)PE� Go
Thermal and Moisture Protection 0
Concrete, Concrete Masonry Units and Metals:
Exterior Walls shall have full fiberglass insulation Ceilings to have a Ui
'See structural plains R-19 blown fiberglass except where batts required to achieve 21' air space 0
I (typical conventional fr1ame area) . Roof to be fiberglass shingles, 15
Carpentry: year roof warranty. 06
Rou&h. Chrpentry' shall be wood that complies with American Lumber stand ards.
Dimension lumber timber and boakds can be #2 Southern pine. Felt15# asphalt
impregnaEed Fry or equal or rosin sized sheating paper where indicated. All
nails, screws, bol-ts -and hur'ricane cl'ips are to be hot dip galvanized. Ply-
wood roof s heathing shall be ;j" INT-DFPA (1) C-D exterior �gjue-, or,W4fer -board- HEARTH C;ONFI GmURATIOW
Sf=-r-- FLOOK PLAN FOR,
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All wood bearing on or against concrete, masonry, steel and floor joist shall
be pressure .treated lumber. All outside studs will be at least 2" x 4" @16" A-5
o.cl Inside walls shall be 2" x 411 @ 241, o.c. All
roof joists at roof edge to be secured with hurricane clips 24". A N NAT
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