Permit 2319 W Ocean Forest Dr (vault) CITY OF ATLANTIC BEACH
BUILDING DEPARTMENT
INSPECTION REPORT
JOB LOCATION PERMIT#
2319 OCEANFOREST DRIVE WEST SUBDIVISION 9712
ATLANTIC BEACH, FLORIDA 32233
PHONE
OWNER NAME
ow
LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE
CLASS OF WORK BUILDING
NEW
CONTRACTOR PROPOSED USE
SINGLE FAIIILr-�
WORK DESCRIPTION
INSPECTION REOUIRED
INS TOR
R A
DATE INSPECTED APPROVED REJECTED
COMMENTS
PITY OF
4d4N&'6 Ve4d-94440
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. /6
Time
Received District No.
ocl QCt-V--A"?gA U3 -
Job Address V Locality
Owner
Name —Contractor
— - LIV
BUILDING CONCRETE ELECTRICAL PLUMBING15 MECHANICAL
Framing 0 Footing 0 Rough Wiring 0 Rough 11 Air.Cond.& N-1
Re Rooting 11 Slab 0 Temp Pole 11 Top Out 0 Heating
Lintel 0 Final W,,-- Sewer D, Fire Place 0
READY FOR INSPECTION Pre Fab<�;A.7M >
Mon. Tues. We
'fij . Yhurs Friday
`7 A.M.
Inspection Made P.M.
Inspeew 4�:i 14� Final Inspection 11
Certificate of Occupancy
Date
C17 OF
&ad—P4oz4*
Office of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time
Received District No.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMB�dG MECHANICAL
Framing 0 Footing Cl Rough Wiring 0 Rough 0 Air,Cond.& 0
Re Roofing 0 Slab 0 Ternp,Pole 0 Top Out 0 Heating
Lintel 11 Final 0 Sewer ED Fire Place 0
READY FOR INSPECTION Pro Fab
Mon. Tues. Thurs. Friday
A.M.
Inspection Made RM.
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
AY4044 Ve4d—q&,V4*
Office of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M. Distri 0.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing 0 Rough Wiring E) Rough 0 Air.Cond.& M
Re Roofing El Slab El Temp Pole El Top Out El Heating
Lintel 0 Final 11 Sewer L, Fire Place 1:3
READY FOR INSPECTION— Pre Fab
Friday—P.M.
Mon. Tues. Wed,-2 =Th.r.
A.M.
inspection Made P.M.
Inspector Final Inspection W---
Certificate of Occupancy
Date
CITY OF ATLANTIC BEACH Aq�
BUILDING DEPARTMENT
INSPECTION REPORT
Ak
JOB LOCATION PERMIT#
SUBDIVISION
OWNERNAME 2319 OCEANFOREST DRIVE WEST PHONE 10087 A*
ATLANTIC BEACH, FLORIDA 32233 oceanvalk
Opp. LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE
PELKY HOME BUILDRS CLASS OF WORK
,,r,ON7RACTOR PROPOSED USE
SWIMMING POOL
NEW
WORKDESCRIPTION SURFSIDE POOLS SINGLE FAMILY .
IN�PECTION REQUIRED INSPECTOR
NSTALL POOL FOR RECREATION
B-V
—g7 VED REJECTED
ow DATEINSPECTED BY is FINAL APPRO
COMMENTS L')n"f
CITY OF
4&40ft read-7&14*
Office of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PM. District No.
ZF&—ea'o-L =ee—
,..23 1 0-4 ,
' —Job'Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 11 Footing El Rough Wiring 0 Rough Air.Cond.& 0
Re Roofing El Slab El Temp Pole D Top Out Heating
Lintel E) Final El Sewer Fire Place 11
READY FOR INSPECTION Pre Fab (a)
Tues. Wed. Thur&*--) Friday—P.M.
5'—'? 3 S IF, 1-�
a.-tion Made--- - V— —RM,
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
SC4d—
A
?
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PU District No.
C=�,5 /I? - -
Job Address I
Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing E] Rough Wiring [I Rough 11 Air.Cond.& 0
Re Roofing 0 Slab �f Temp Pole El Top Out 11 Heating
Lintel 0 Final 0 Sewer Fire Place 11
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. Thurs, Friday_PM.
inspection Made P.M.
Inspector 4/zz/ I Final Inspection 0
Certificate of Occupancy
Date
CITY OF
V// 4damm'. &4d-7&uld4
Office of Building Official
REQUEST FOR INSPEMON
Date Permit No.
Time A.M.
Received P.M. trict No.
is
Job Address
Owner's
Name Contractor
BUILDING ELECTRICAL PLUMBII� MECHANICAL
Framing 11 Rough Wiring 11 Rough 0 Air.Cond.& 0
Re Roofing El Slab El Temp Pole D Top Out El Heating
Lintel 11 Final D Sewer E Fire Place 0
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Thurs.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
4&4W&,,d &4d-9&W.W4
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
Received ict No.
Job Address Locality
Owner's
Name- ��-ze, !�� Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 1;2�p Footing El Rough Wiring >40 Rough El Air.Cond.&
Re Roofing El Slab 1:1 Temp Pole F-1 Top Out El Heating
Lintel El Final 0 Sewer L-1 Fire Place id
READY FOR INSPECTION Pre Fab
A.M.
Mon. Wed 7-11 Thurs. Friday-P.M.
zInspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
Oftft&
ErVartiunt of 'Suithing Atoperflatt
This Certificate isslied pursuant to the requirements of Section 109 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following,
Use Classification ew ?"e's id oil t ia 1 Bldg.Permit No. 9 1
Group--Type Construction F r Fire District. t 11-1 j.1 t i C a C I
Owner of Building f f --Address
Oceu-0-wrest TIE.&Nta,
Building Address-
By:
Building Official Date:
MST 114 A CONSPICIJOUS PLACE
Wa
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
FORM 900-A-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES
REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3
This'Jorm may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative
tothis method for single-family detached dwellings,and multifamily attached dwellingsof threestories or less,is provided in Section 10.Multifamily attached dwellings greater
than,three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained
from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399.
PROJECT NAME 1-0T6 I ftl 1 BUIL ER: )ZL* byz (ets
AND ADDRESS: Q_&AAJ Fwae!�7- Ukl� LI-3 — PERMITTING CLIMATE
OFFICE: ZONE: 10 20 3[t_
PERMIT JURISDICTION
OWNER: NO.: NO.:
L-,-- - E. . V) e_\Alt.'al I
NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE
UNITS COVERED BY FLOOR AREA [� FT_ CLEAR TINT,FILM,SOLAR SCREEN
ADDITION THIS SUBMIT EAVE OVERHANG SINGLE- SQ. SINGLE- [-T--M SQ.
MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH Ea.Fol FT PANE FT PANE FT
REPRESENTS A WORST XASE PORCH OVERHANG DOUBLE-[::��SO. DOUBLE-= SO.
SINGLE-FAMILY DETACHED CONDITION: LENGTH FT PANE FT PANE FT
NET WALL AREA AND INSULATION
MASONRY R FRAME R = STEEL STUD R LOG R
I so. M [I I I M19 so ED so. [11
I I FT FT T FT* FT
CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION
UNDER ATTIC R SGIL ASSEMBLY 8 SLAB PERIMETER R = I RAISED:WD[I CON[I R
ERIMS0. Sa M E�FT I FTT SQ��t
FT _ W FTLEI LO
DUCTS COOLING SYSTEM HEATING SYSTEM/ HOT WATER SYSTEM
IN IV CENTRAL 0 NONE ELECTRIC STRIP IV HEAT PUMP ELECTRIC
UNCONDITIONED NATURAL GAS F� soLAR
SPACE R = R ROOM NATURAL GAS E OTHER FUELS F HEAT RECOVERY
FA�l PACKAGE TERMINAL ROOM UNIT OR NONE OTHER FUELS DEDICATED HEAT PUMP
AIR CONDITIONER PACKAGE TERMINAL
IN CONDITIONED HEAT PUMP
SPACE R = SEER/EER A COP/AFUE EF 00 1 SF/EF
NUMBER OF BEDROOMS
INFILTRATION
PRACTIC USED 1 147151 "71 1111 1 j51 X 100 FLK
_1 j
171.3
F #1 71#2 F-11 #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I.
CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS.
In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates
and specifications covered by this calculation are in compliance with the compliance with the Florida Energy�pde.Before constructiolnji;conplOgd,thil
Florida Energy Cocle. ::->/A building will be inspe ed for co;j!�i�rdancewitl`il&iction 55�"F.S.
OWNER/AGEN BUILDING OFFII
DATE: DATE:
SA I PRESCRIPT E MEASURES(Must be met or exceeded by all residences.)
COM ONENTS SECTION REQUIREMENTS CHECK
WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK.
EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO, FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE,
ADJACENT DOORS _ WOOD PANEL, INSULATED,OR GLASS DOORS ONLY.
EXT.JOINTS& 904.1 Tq,BE CAULKED,GASKETED,WEATHERSTRIPPED 08 OTHERWISE SEALED.
QBACKS I *,'-,-
MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND
WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF
(GAS)MUST BE PROVIDED. AN EXTERNAL 08 BUILT-IN HEAT TRAP MUST BE PROVIDED.
SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST
&SPAS — HAVE A PUMP TIMER, GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%.
HOT WATER 904.4 INSULATION IS REQUIRED ONLYFOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCHCASES.PIPING HEAT LOSS
PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE,
�HOWFER HEADS 904.5 1 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG.
HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN
CONSTRUCTIQN 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JQINTS MUST BE SEALED,
I KVAC CONTROLS 904.7 - SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM,
I INSULATION go4.9 CEILINGS-MIN,R-1 9. COMMON WALLS-FRAME R-1 1 OR CBS R-3, FRAME COMMON CEILINGS&FLOORS A-11.
SUMMER CALCULATIONS CLIMATE ZONES 1 2 3
Z�-:I BASE BASE 1-z SINGLE-PANE DOUBLE-PANE I SUMMER AS-BUILT
GLASS Z GLASS x S �R SU
W x SUMMER SUMMER UMMER POINT MULT MMER POINT MULT. x OVERHANG GLASS
or AREA 7= AREA FACTOR(9B)
0 PT MULT. POINTS a F CLEAR TINT'- CLEAR TINT' SUM. PTS.
N 38.3 N 90 40.7 41.5 38.3 34.9
NE 57.7 NE 61.5 61.6 57.7 51.0
E 79.7 ISOL011 E 'qq 84.9 83.9 79.7 68.9
SE 79.1 SE 85.4 84.3 79.1 68.8
S 66.2 7 S a_ 73.2 72.7 66.2 58.2
SW 79.1 SW 85.4 84.3 79.1 68.8
W 79.7 W 84.9 83.9 79.7 68.9
NW 57.7 NW 61.5 61.6 57.7 51.0
H. 66.2 H* 290.2 250.1 267.0 195.3
SA_
ell 3
E" C�rL
IAL 72.7
___TCOND. TOTAL BASE BASE ADJUSTED AS-BUILT
.15 x FLOOR + GLASS ADJUST. x GLASS GLASS GLASS
I -AR16 I 60&A I FACTOR I $qqTq.TAL i 86AE-SP SUBTOTAL
.15 7/6-V7 1-5 7KI71
COMPONENT BASE SUMMER BASE COMPONENT SUMMER AS-BUILT
AREA x SUMMER AREA x POINT MULT. SUMMER
DESCRIPTION POINT MULT. POINTS DESCRIPTION (9C THRU 9G), POINTS
EXTERIOR R-414 .9 1 F/
-ADJACENT 4290 .7 r_2 :2-- /24
t
I EXTERIO _2(3 7.7 1 7.7 /_5_47 I
IADJACENT 2.9 r-2.
UNDER ATTIC I
_j OR SINGLE .6
ASSEMBLY .6
BASE CEILING AREA EQUALS FLOOR AREA UNDER kS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
v v
SLAB -37.0 1 vq ;)!q 1 --.?7 1 -WASCR I
cc
RAISED - 3.99
FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.1 FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
---INMTRATION 8.0
USE TOTAL FLOOR AREA OF CONDITIONED SPACE.
I TOTAL COMPONENT BASE SUMMER POINT§ 1 5 C?X_ I TOTAL COMPONENT AS-BUILT SUMMER MINTS I
BASElCooLiNG7TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT
COOLING SYSTEM x SUMMER COOLING AS-BUILT x DM x CSM x CCM COOLING
SYSTEM MULTIPLIER I POINTS I POINTS SUM.pTS. (9H (9K) i (91L) I POINTS
.46 9 51K>30 /,./,I '_?s 1 -'70
BASE AS-BUILT NUMBER I AS-BUILT I AS-BUILT AS-BUILT
NUMBER ;ASi I
HOT OF x HOT WATER HOT WATER HOT WATER OF x HWM x HWCM HOT WATER
WATER BEDROOMS I MULTIPLIER POINT� SYSTEM DESC. BEDROOMS I ISM) I (9N) POINTS
SYSTEM _21 .1 1 -?
-1 1- _�!"3.3 1-5211 -1193 � .114 173,K,,
H Horizontal Glass(Skylights)
For gim wft known Shading C4915cient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint.
-2-
SI HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3
SYSTEM TYPE -UC A T]Uf-SYSTEM MULTIPLIERS
Heat Pump COP 2.5-2.69 2.7-2.89 r 1�2 793"0;-1
HSM .56 .52 .38
Electric Striv HSM
Gas&Other Fuws- HSM
1.0 (See Table 9J for Credit Multipliers)
.PTHP&Room Units HSM HSM for COP 2.2-2.49 = .63. See above for CQP>2.49.
Minimums: Central Units 2.7 COP. PTHP&Room Units 2.2 COP.
I - COP means Coefficient of Performance.
9J HEATING CREDIT MULTIPLIERS(HCM)
SYSTEM TYPE - HEATING SYSTEM MULTIPLIERS
Affic Radiant Barrier HCM .98
Multizone HCM .90
Natural Gas AFUE .60-.64 .65- �69 .70-.74 .75-.79 .80-.84 .85- .89 .90-Up
HCM .54 .50 .46 .43 .40 .38 .36
Other Fuels HCM .84.... .77 .72 -L..._67 1 _.....63 .59 .56
Where more than one credit is claimed, multiply HCM's together. Enter product on page 4�
AFUE means Annual Fuel Utilization Efficien
9K COOLING SYSTEM MULTIPLIERS(CSM)
SYSTEM TYP -COOLING SYSTEM MULTIPLIFRA
7.8- 8.0- 8 5 10,0- 10.5- 1-0] 11-5- 12,0-
SEER 8.5- 9.0- 9�
Central Units 7.9 9 q4 99 10.4 10.9
8.4 --- 11.4 11.9 &UD
C CSM
SM .44 .43 .40 \J8 ...36 1 .34 .32 .... .31 .30 .1 .28
PTAC&Room Unit I CSM CSM for EER 7.5-7�7 .46, For EER's>7.7 use iultipliers above.
Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER,and over 13,000 BTU/H 7.0 EER.
I SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio.
9L COOLING CREDIT MULTIPLIERS(CCM)
Ceiling Fans SYSTEM TYPE COOLING CREDIT MULTIPLIEF19(WJ-
.86
-Multizone .90
-Cross Ventilat on or Whole House Fan(Credit for only OnM .95
Attic Radiant Barrier .95
Where more than one credit is claimed, multiply CCM's together.Enter product on page 2.
9M HOT WATER MULTIPLIERS(HWM)
SYSTEM TYPE I HOT WATER MULTIPLIERS
Electric EF -80-81 .82- .83 -84-.85 .86- .87 .88- .90 91 -.93 .94- .96 .97&UP
Resistance HWM It 4183 4081 3891 3803 3678 3560 3450
Natural Gas .50-.51 .52-53 54-.55 .5 - .57 .58-.59 .60- .61 .62&Up
1 2259 2169 2085 2008 1936 1807 1749
Other Fuels HWM
-111 F3494 1 33*54 3225 3105 2995 2891 2795 2705
Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor.
9N HOT WATER CREDIT MULTIPLIERS(HWCM)
--- SYSTEM -11 M-11PLIERS
Solar Water Heater SF .1 .2 .3 .4 5 .6 .7 .8 .9 1.0
HWCM .9 1 .8 1 .7 .6 .5 .4 .3 .2 .1 .0
Heat Recovery Unit* With Air-conditioner - W-f D,,-- -
- HWCM 62 .58
Dedicated Heat Pun, EF f-2-0-2.49 2.5-2.99 3.0-3.4j:: 3.5&Up
. HWCM V .44 -29 1 ...21 ::��]
.A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor.
*Form 90OD-86 must be submitted to obtain credit tor Heat RecoveOLUnit,
9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(q)
' COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK
PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A.
PRACTICE#2 -- COMPLY WITH PRACTICE #1 AND THE FOLLOWINQ:
Exterior Walls and Floors To
Exterior Walls A Ceilings p plate penetrations sealed. Infiltration barrier installed. Sole D atelfloor ioint caul or seafed.
Penetrationg.-Loints and cracks on interior surface caulked,sealed or aa eted.__
Ductwork Du ork in unconditioned�rjace must be sealed.
Fireplages Eauipped with outside combustion air,doors,and flulharri-Ders.
Exhaust Fans Eauii)ped wi hAampers.CoMbustion devices see 903.2fn.
-Combustion Heating Combustion space&water heating systems provided with outside�ombustion air,except direct vent appli S.
E!RACTICE#3 COMPLY ITH PRACTICES #1 AND#2 AND THE FOLLOWING�
Ceilings Infiftratign barrier installed.
i �ted.
InIQrior Walls Top pla -o-enetrations sealed or*oints.&cracks on interior walls caulke
Recessed Liahts Sealed from conditioned space&insulated from ventilated attic spaces.
-Ductwork All ductwbr located in conditioned space.
Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust
by-products to outside. Stoves see 903.2(f).
.6-
WINTER CALCULATIONS CLIMATE ZONES 1 2 3
BASEXINTER 13ASE SINGLE-PANE �R DOUBLE-PANE WINTER I AS-BUILT
GLASS
Uj GLASS x POINT = WINTER Uj x WINTER POINT MULT. WINTER POINT MULT. OVERHANG = GLASS
2 AREA I MULTIPLIER I POINTS AREA CLE FACTOR(9B)I WIN. PTS.
Q 0 TINT**
N_ 35 7.3 12-19;41 N jn?0 13.8 13.6 7.3 8.1 4
10.5
NE 4.6 NE 10.7 "A 9 6.0
.;?.?4< - 9.2 E 11.9 - 3.8 73.6 - 9.L - 5.7
SE -22.7 SE -18.1 -17.5 -22.7 - -17.3
S_ &1 -28.4 S /67- -24.0 -23.0 -28.4 -22.3
SW -22.7 SW -18.1 --17.5 -22.7 _ -17.3
W - 9.2 W - 3.8 - 3.6 - 9.2 - 5.7 . 77
NW 4.6 NW 10.7 10.5 4.6 6.0 -
H' -28.4 H' -67.6 -59.1 -57.7 -45.0
A
COND. TOTAL BASE BASE ADJUSTED AS-BUILT
.15 FLOOR + GLASS ADJUST x GLASS GLASS GLASS
I ADD I APEA FACTOR SUBTOTAL i BASE WP SUBTOTAL
1-19& /-Q,/
.15 L*_WX
COMPONENT BASE WINTER BASE COMPONENT WINTER AS-BUILT
AREA WINTER AREA x POINT MULT. WINTER
DESCRIPTION POINT MULT. DESCRIPTION (9C THRU 9G) POINTS
I POINTS
EXTERIOR 2.2 4_0 I
ADJACENT 3.6
EXTERIOR 15.4
8 �ADJACFNT 13.3 1 c26
UNDER ATTIC Zo2&V 1 1.2 1 /-S'T-7 1 fcd 25%1 1 A�. 7
OR SINGLE 1.2
ASSEMBLY 1.2
BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING.1 AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
SLAB 8.9
8 -RAISED .96
_j
U. FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.1 FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
v
INFILTRATION 122-1:�=
USE TOTAL FLOOR AREA OF CONDITIONED SPACE.
r-TOTAL COMPONENT BASE WINTE POINTS 1 TOTAL gOMPONENT AS-BUILT WINTER POINTS
T v
BASEIHEATING ' TOTAL BASE 1 BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT
HEATING SYSTEM x WINTER HEATING AS-BUILT x DM x HSM x HCM HEATING
SYSTEM MULTIPLIER POINTS POINTS WIN.PTS. i (9H) (91) (9 1 POINTS
.59 3ZO91 /9-7_59
v T
BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL
_j COOLING + HEATING + HOT WATER BASE COOLING + HEATING + HOT WATER AS-BUILT
4c INTS
I.- POINTS POINTS POINTS POINTS POINTS POINTS POINTS PO
0 ITrorn P.2) From P.2) (Enter on P.1) (From P 21 (Enter on P.1)
H Horizontal Glass(Skyliqhts)
For glass with knowr Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint.
-4- - I
SUMMER MINT MUL71PLIERS (SPM)
9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3
OH RATIO .0-11 .12-17 1 .18-2 .36-46 .47-57 .58-70 .71-83 .84-1.18 1.19-1.72 1.73-2.73 2.74+
1.0 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50
NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42
CD E/W 1.0 .95 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31
U) SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27
. S 1.0 .91 1 .86 1 .77 .68 1 .60 1 .54 1 .51 .45 .39 35 61
H LENGTH*1 0 ft. 1 ft. 1 11/2 ft. 1 2 ft. 3 ft. I 3Y2 ft. 1 41/2 ft, I 5Y2 ft. 6Y2 ft. 9Y2 ft. 14;
*To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. +1
OVERHANG RATIO OH LENGTH
OH HEIGHT
L H L 'T
H F1 H
9C WALL SUMMER POINT MULTIPLIERS(SPM)
FRAME CONCRETE BLOCK FACE BRICK LOG
INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR
WOOD NORMAL WT. LT. WT NOR. WT LT WT. 0- 6.9 2.4 6 INCH
R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7-10.9 .6 R-VALUE EXT
0- 6.9- 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 - 18.9 .4 0-2.9 1.5
7-10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 19-25.9 .2 3-6.9 1.0 1
11 -12.9 1.7 .7 5- 6.9 1.0 .7 .8 .5 .4 26&Up .1 7&Llo .8
13-18.9 1.5 .6 7-10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH
19-25.9 .9 .4 11 - 18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE EXT
3-6.9 .6 0-2.9 1.0
26 4 Up .6 .2 19-25.9 .2 .2 .2
STEEL .1 .1 7-9.9 .4 3-6.9 .7
R-VALUE 'T" "'07'
EXT ADJI 10&UD .2 7&Up .6 1
0- 6.9 7.6 2.8
7-10.9 3.5 1.3
11 -12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM)
13-18.9 2.5 0.9 UNDE ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF
19-25.9 2.2 0 R-VALUE SPM R-VALUE SPM CEILING TYPE
1.2 0.4
26&Up 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED
22-25.9 .9 11 -12.9 2.6 10-13.9 3.2 3.5
26-29.9 .8 13-18.9 2.4 14-20.9 2.2 2.4
30 37.9 .6 19-25.9 1.8 21 1.5 1.6
26&Up 1.2
3��U P .5
9D DOOR SUMMER POINT MULTIPLIERS(SPM)
DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM)
SLAB-ON-GRADE RAISED RAISED WOOD
I
WOOD 7.7 2.9 EDGE INSULATION CONCRETE (See 903.2(e))
R-VALUE SPM R-VALUE SPM R-VALUE SPM
INSULATED 8.5 3.1 0-2.9 -41.2 0-2.9 - .8 0- 6.9 -1.0
3-4.9 -37.2 3-4.9 -1.3 7-10.9 -1.1
5-6.9 -362 5-6.9 -1.3 11 -18.9 -1.0
&U 19&Up
--- E7
r 7&Up R7 -1.3 - 9
9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM)
INFILTRATION PRACTICE R-VALUE With Return W/O Return
(See Table 9P) SPM Air Duct
4.2-4.9 1.14 1.10
PRACTICE# 1 10.2 5.0-6.6 1.12 1.08
PRACTICE#2 8.0 6.7&Up 1.09 1.06
PRACTICE#3 5.2 DUCTS IN CONDITIONED SPACE 1 1.00 1.00
.3-
WINTER MINT MULMPLIERS (WPM)
9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3
PlIP- H RATIO .0-11 .112-117 .18-26 .27-35 .36-46 1 .47-57 1.58-70 1 .711-83 1 .84-1.18 1 1.19-1.7-2-7-1,73-2.73 2.74+
SINGLE PANE SS
N 1 0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51
NE/NW 1 0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84
E/W 1.0 .67 .50 .16 -.20 .60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05
>- SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74
M
S 1.0 .95 .92 .84 .74 .60 .46 .29 1 .13 1 -.24 -.54 -.67
LU C:)
w DOUBLE PANE GLASS
N 1.0 1.09 1.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79
NE/NW 1.0 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46
E/W 1.0 .85 .77 .62 .46 .28 .12 -.05 -.24 -.59 -.96 -1.29
SE/SW 1.0 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40
S 1.0 .96 .94 1 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40
1 00',OH LENGTH*] Oaft 11/2 ft. 1 2 ft. 3 ft. 1 3%ft. 1 02 ft 51h ft. 6Y2 ft. 9Y2 ft. 14 ft. 20ft.+
1 *7o select by Overhang Length,no pan of glass shall be more than 81ft.'below the overhang.
OVERHANG RATIO= OH LENGTH
OH HEIGHT
T�L H L T
H H
9C WALL WINTER POINT MULTIPLIERS(WPM)
FRAME CONCRETE BLOCK FACE BRICK LOG
-INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR
ODD NORMI-L-WT--F-LT. WT. NOR. WT. -ET-WT. 0. 6.9 12.6 6 INCH
R-VALUE EXT ADJ R-VALUE EXT ADJI EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT
0- 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5
7-10.9 4.4 4.4 3- 4.9 7.3 5.1 6.1 5.6 4.9 19-25.9 2.2 3-6.9 2.8
11 -12.9 3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&Uo 1.4 7&Up 2.1
13- 18.9 3.4 3.3 7-10.9 4.6 3.5 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH
19-25.9 2.2 2.2 11 -18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT
3-6.9 5.7 0-2.9 3.0
26&Up 1.5 1.5 19-25.9 1.9 1.7 1.8
1.3
STEEL 1.3 1.2 7-j.9- 3.8 3-6.9 2.2
R-VALUE EXT ADJ 3.0 7�&Vp 7
10&up
0- 6.9 15.1 13.1
7-10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM)
11 - 12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF
13-18.9 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE
19-25.9 4.6 4.4 19-21.9 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED
26&Up 2.7 2.6 22-25.9 1.7 11 - 12.9 2.9 10-13.9 2.9 3.3
26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1
9D DOOR WINTER POINT MULTIPLIERS(WPM) 30-37.9 1.21 19-25.9 2.0 21 &U 1.3 1�'3
38&Up 26&Up 1 1.3
DOOR TYPE EXTERIOR ADJACENT
- 9F FLOOR WINTER POINT MULTIPLIERS(WPM)
WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD
EDGE INSULATION CONCRETE (See 903.2(e))
INSULATED 16.8 14.5 A-VALUE WPM R-VALUE WPM R-VALUE WPM
0-2.9 18.8 0-2.9 9.9 0- 6.9 8.3
3-4.9 9.3 3-4.9 5.1 7-10.9 3.0
1 5-6.9 7.6 5-69 3.6 11 -18.9 2
7&Up 7.0 1 7&6p 2.9 19&Up 1 4�
9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM)
INFILTRATION PRACTICE R-VALUE With Return W/O Return
(See Table 9P) WPM Air Duct Air Duct
4.2-4.9 1.14 1.10
PRACTICE # 1 10.9 5.0-6.6 1.12 1.08
PRACTICE #2 7.4 6.7&Up 1.09 1.06
PRACTICE #3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00
-5-
BOLT -I]ZqM
0111,1 ki I:4 za I i 1111 1 j I I-,I t lei
M -MEIL 1019
Tl:q;lqpT
Im *IRS
m
is
WEMM
17Tr4a a=I zi Masi zul 1 Z41 Pi 4:4
a WA 1[010 1 :4
Ni.-
..........
4� ?M'
5�
BUILDING MATE-K"k-' SPACE,AND
MUST*BE CLEAR
z z-� �;m
"FAILURF
TO
PROPERTTOWNE� s)r A i i i I 19EM;I
�611'to--I 1� I- ,,, , l4e&�
'W-
ISSUED ACCORDING TO
ECT TO REVOCATION
J L "A t
ITZ,
BUILDING AND ZONING NSPECTION DIVISION
CIrf OF AnANnC BFACH
ATIANT"o 8"CK,FILORIDA$9933
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT—Applicant to complete all items in sections 1, 11, 111, and IV.
SI..t AJdfog,: eA Q rQ r,12(5!��'T-- G>1Z
LOCATION --C b CL And xJC 19.Ai Z> WA)z
OF intersecting strwa: i.t.**A 0�!ftqt-)wAu4 I
BUILDING
11. IDENTIFICATION—To be compieted by all applicants.
it, co'sidersfion of permit given for doinq the work at desc,ib*d In the!b"e statement we Isvehy a a, to'.P.61fom"said work in accordance
a 9 11*ordinances and standards
with the stfachisd plans and specifications which vo a part harea( and a occo,da.ce w;lh she C;Iy.1 Jack 'i
of good.proctles listed therein.
NOM0 Of W4411*411COil Contractors
Contractor(Printl ()CeA masts' CAC C,(Art 31 Q
Property Owner cid 14 occ
SlIsrahsto of Owavr-- wz�-94"afure of
=Authorized A_V0, Architect or Engine-?
Ill. GENEk INFO�MA�
A. Type of Isese fmols 15 OTHER CONSTRUCTION BEING OONIE ON
sochiv, THIS BUILDING OR SITE?
C2 I? Control Utility
IF yXS, GIVE NUMBER OF CONSTRUCTION
C] Oil PERMIT
0 Olhor—Specify
IV. MWH�Nr.AL IgUIPMWT TO AN INSTAUW MATURE OF WORK
(Provide consplato list of components ask b*A of this iffmi ;e Residential or 0 Commercial
Heat 0 Space 0 Recessed 0 Central 0 %W C Now Building
Ale Coaddiftei"' Cl ROOM C3, Central 0 Existing Building
Systoes. Isloteriel Thickness— C2 Replacement of existing system
Maximum capacity Now Installation(No system previously InstalloO
Extension of add-on to existing system
-opecity 940-M other—Specify C-12 k7kk(e -Ali"
Coal'" toween C
Cl Fire siod"Mores Number at k"#-
Elpatw [3 Monlift C3 Escolother—(miffilsorl THIS SPACI FOR Off=YS&ONLY
(nainslesse)
Remarks
LIN;cossfoloso,_(ow-b-I
Unfind pioneer ve" Permit Approved by— D*iha—
E3 "Pors
ot%w Spociflio. pormit
LIffr ALL ZqUIPMENT
Ant CONDMONIkO AND REFRIGERATION EQUUWM C
(=t AVIrwrliag
Xod4l N%mber 1141,11,13foaturar Aglovey
HEATING-FURNACES. BOLLEM FUtEMAM Capacity A9790ftiff
Ifisiviber tWts Dennaripum Ica"xUather Xanufactum (2=) ASUW
V--J1 AObLe *L �7 C,(�
T(ZA A'C
TANYS serial App-ing
Now Many Zrawsm"Cap", Type LAqvAd VMS of
.M=17 Contained 2cawiftattarw No. AV-1
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
19 INSPECTION EMAIL REQUEST:
Building-dept&cpab.us
Application Number . . . . . 07-00000828 Date 6/18/07
Property Address . . . . . . 2319 W OCEANFOREST DR
Application type description ROOF
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 11000
----------------------------------------------------------------------------
Application desc
REROOF
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
THE MASSENGILL CO
23705 ARRIGO BLVE
FERNANDINA BEACH FL 32034
----------------------------------------------------------------------------
Permit . . . * " ' ROOF PERMIT
Additional desc . .
Permit Fee . . . . 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 11000
Expiration Date . . 12/15/07
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 85 . 00 85 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
06/07/2007 13:56 9043211584 MASSENGILL COWANY PAGE 01/03
Buwm PERmfT APPLICA11ON
CITY OF ATLANTIC BEACH.
800 S=dnolc Road,Atanfic Be=h FL 32233
Office:(W4)247-5826 * Fox.(904)247-5 945
Job Address. Jaw a&—'w Petmit Number:
LqWDequiption &Aajt��� -3:1—=SM-ft
Clictrett t�cfa- 6K
Valuntim of Work(Replammm Cost)S /./,00
CrQork(Cirdeew): Now AAdibm Repatr -MOWL
UPC of cXnM SUMM"S)� cjhtb out)- pacial
is h W-MaP6
U an existing is a fim$1 rot a2ed7 W(Mrdc one): .0s
.=. b em M51
is appmva 6f bomeo"ner's 8896clation or 06"PnVWX mbty rewtbre(chrle out): NO
Descdibc in demil the qW ofv4mk to be pofformed; V
Regy
'j
PAMMYtY QUM k&UNLON,
S41a=.- "'Or Addm9s: rl,!2-!:k ace'-A.-
My -8�D&Ac- 6f-)�ch state-jazp�3�11 —Phoxw
conbsAor hkmalu;
CM-c
AgW"
l4ame of Cou a, k,clmbn . ' -- .
c rl; zip
ity U
U-
)T= Job Site/Coaftect Number
X�Z= -,!$z/'fl2y
4de camewmMooftfioll# -01ficle Fax#
kmhilect Name&Phone 4
3agiDeWs Name&Phone
ippikefion is hereby made to obtain a permit to do the work and InsWladom as hmUcated `6 that no work or
ikalwan hascommencopnorto the&sumw ofapenninodthatallworkwillbew M to meetow stanabrds ofq(l
awsreplatingcommwltoninthifjWtsdk*om TWpwmilbeoomes,.,,...,,.=.,aptcommmedwithinstr(6)
wnthi. or if constrwdon 'work is suspended or hbqndonedfb�r a jmww 9f six(6) mmWo at any dnw a*r work is
or
.0momegr I smL-ramd dw sepowe vmWts=at be newedfar Ekd*al WOA%PUMbAmr,Siva, we"P90b,
,runuvw,moam�,Heaws, TamO mdAlp Coxdkkwm,esm
#VARNING To OWNEIL-YOUR FAILURE TO RECORD A N0110E OF COMMENCEMENT MAY
MSULT IN YOUR PAYING TWICE FOR IMPROVBIENTS TO YOUR PROPERTY. EF YOU
MEND TO OBTAIN FINANCING CONSULT WrM YOUR LENDER OR AN AT17ORNEY
IEFORE RECORDING YOUR R6fitt OF COMMENCENIEW.
hereby thatihmradand L AA-A. I sme corre provisions 0'
0- w bec with d herein or not. The a
2wsdnd R 0 P,
w
tantin -01a
Mt?dnjj dds 1,020
wrmu does not W to Vve to vielate or ew-c-el thel-I any other fakM4 $we,
"oninedthis to be true
�e
,,=Worl
or di Performande of consftcdon.
A I
ipawe 00ropuly 0"Mr. S*Uwe of
i4w%-- -6-Tor'
W0Mt0MdsubsQrfWbefteU* SWOM VD M,
ibis
lis-7—Day of Day mom
AA6��
tatwy Vubuo.- NoWy
%
tEVISED . 5.07 nkll
�Ngy-Dj�DE COUN'IY�FLCAUDA
MA I A M KDAM FLAGLER BUTILDIN-0
-rREET
140 WES�Y MAGLER-S
BUIMING CODE COMPLIANCE,0"ICE w1co) -SIATE 1603
PRODJ CT CONTROL M VISION NS-N)AL FLORIDA 33110-1
('30-5)3-75-2901 FAX(305)37-5-29W
NOTICE OFACCEPT A N�CE�( -
Certain'Feed Corporation
eelmo
't 400 Union M i "Road
Blue Bell,P-A 1,9422
S co P E:
71his NOA is being iss�-�ed under the applicable rulles wad rcgula-dons governing dic use of construction nlaterial.N'
�tte It- .1 1
Thedocunientatiorsubm d has been reviewed by Mi an. Dade County Product Control Div isi on and accepted
by die Board of Rules and Appeal's(130RA) to be w�ed in Miami Dade Countv and other areas where allowed h-v
the Authority Raving Jurisdiction(ART).
7P415 NOA shall not 1--e valid after the expiration (late stated below.The Miami-Dade County PToduct Control
Divigion lin Miami Dade County) afidlor the Afljl (in areas other than Nliarni Dade County) reserve the nght
ru) have this product or material te-sted t-(-)r quality assurance puqx)lk--s. If tMS PRY.Juct or Material fails to
acce-pted nianner, t�.e naawifactarer will incur the expemse of such testing and the A:Hj may
pertorm in the a 1�
�Mrnediateiy revoke. modif�,or suspend the use of such [)roduct or material within theirjUrisdict-i0n. BORA
reserve-'s the rlgh�t to revoke fts acceptance, if it is dete-rinined by Miarni-Dade County 1:1roduct COntrof.
iaj fails to mee,the of dleapp-ticablebuilding code.
Div ,,ionthatthisproductor- ten
Th is product is approved as de-scribed he-rem. and 1 las hq-en desil gneLi-to coin ply with tbe F10-1 da Building VG-,-de
and the ffigh Velocity flui-ricane Zonc o-X'-the Florida Building Cckle-
DIESCREMOINN: Landmark,Landmark Plus,Landmark Premium,and Landmark Special
I Iq
I-VIIELLNG. hach unit shall bear a perniarient latx--- with the manufacturer's narne or Jou -
city, state an-
swtip-,nierw -Miarni-Dade Courity Pre-duct Control Approved".unicss otherwise noted herein.
RENEWAL of t1ris NOA shall be considered after a reijewal applicv-1ion'it-is beer, Ifileki and there has been no
change in the applicable building code negati-vely affocarx.-the performance of this�prcuJuct..
TV-R-WNATION of Ohis NOA will necur after thi�,exp,;radom,date or if tbere has been a revision or chan-ge in the
fnatfflals,use-and/or manufacture ofthe Product or pr(-�ess- Misuse ofthis NOA as an endorsement.of any
atically tert-ninate this NOA.Failure to comply
Product,for Sale,"Tdvertising or afty otbe� Purposes shall autorna
with any section of dhis NOA shall he cause for tenrination auid rernoval of NOA.
ADVERTISEAWNT: The NOA number precekled bv die words Miami-Dade County, Florida. and followed bv
the expiradion date-may be displayed in advertising"iterature- If any portion of the NOA is displa�ed,then it,shall
ht�'j - Is entivety,
I , one in it
INSPECTION: A copy oi this ondre NQA shuill be provided to theusef by the inanufacturer or its distribut, rs
'o
aund shab be ava-illabit-,for inspection at the job siteat the request of the Building Official.
This renews and re-vises NOA#02-1219.03 con-sists of pages I through 4.
The submitted doi:,urnen-udion wasi reviewed by Alex Tigera-
NOA No.:06-0914,05
Expirafion Date-02128112
Approval Daw.OV111071
Page I of 4
APPROVAi 1,
0,73 10 sphalt shirmcne-q
Materials
ED w Clod
L s(20PE
,.21"fs ,enews and tvvlsc� CertainTred Laudinark, Landmark Plws, La.-.dmafk Premium, and
Landmark Special Shingle& as rnanufacturce! by CertainTeed- Co"ration described- n Set-tion 2- of
thi;�Noinceof Acceptance.
P-CAUCt Dimension's Test Product De-scrip
Certaina, L w-M.-IMU k �1/, �,,;O TAS 110
A heavy weight, 24711b/sq, diniensionA
a h
sphaft
PI
5 -y we ght,
TAS I IC A heav -I llbisq� h sicK I
uiyiti�ed Lap ',,�u w-k ;F (11
asphal-9 shingle-
TAS 110, A hemy vveight,22961bhsq�dii-nenslional
,-errainwd I-andur-ark 3 x 3,
asphalt shinglc�
C��wiweetl L.�nJimark Special 13 3, 3,S TAS IJI() A heavy weight,2641"Wsq,durnensiona"
asphalt shiuglle-
-c anc
ory Rua)Vies -Ull n!
Ve
kkxess
surter sIAP q--plicalion-ts.
EVIDENCE-S WMITTED.-
it ns-11-XI:IIe—nC-V I es-t Namei-ReDort Pa t C
UnderwntffZ4 Laborywy-Ijes'.1--ac- UL 790 u- 21
Pj,,j ,ksz)jj-`jT jujoh 'eS. I ii
VU TAS 100 0 1",1-1
CTC-f 1^1 0 1-1,1 t i"I YO
Laboratunes,Inc- 914IN K963'2
W-ind,uplift resist-m--c-TAS 107
0 2 IN 1 F,4 2 4 8
4. LUMITAI-ION'S
4A, Fhrd dassification is not I)X-T of Ous accei
i p"nive, refer to a currefit Ap.roved
Materials Director�y for fire ratings of thi.,ptodua
4-2Z Sbalu not he Installed On r C �in of 33 ft�
5 T, -t
INNSTAL�IATION
t 31MIHOICS sball be installed in u)wqP4ancf.- wifli Rcy&MW Appw,�,.fion Standard R, S I
_5.2 R.ishiag shart be in�iccordkmcc �%jCh Rcyofi
-P,, Alipti(:L46on Standard RAS 1 15
c.atuon ipstructions-
4 The shall provi-de ullearly apilli '
F posum and course !�P mt sh ` I it, L�oynpti=ce mi-itb Dttail 'A'.atiaebed-
.4 yc u, u 17'e,
j-, �Vv,att; i
Na-1, sball be inc-mip'Uancc wiski 1-�eta t
a c,
NOA'No-:"-9914�05,
Expiratiou Date.OZIM12
V% Npprovaf Date.01111/0,
Page 2 of 4
NG Nit
LA ELP J g of 1 %lordim.
wj �vjiap-ii-Datlle Lx',,k) -he
C
Ar
T RF US
ILD TG PF N-11
BUI M
1 N' I I
p I ic -it!'c accompanied by copie he
,afion fug buM nfy per t s1i; V
'17 1.1 -17rd-s Nodc-e cif Acc_evW'Mc-L,
d
v t c. BujILLinu Official o� the applicd-le COwt
re ffil
:)CUT I)t
.ne
,a-d er tcl proPerly evalluate Che irrilatialion of this sv.'.'-tetn�
DETA It, A
Ra-k
e
Edge
5,18
Certainteed Landmark, Landmark 011us,
a Special
andmark Premium, and Landmat L
161;4-
5 5/8
i 0-7
6_
FWI
Shinale�
NEW
NOA No,-06-M-414,05
Expiration Date-ON-M-1
Npproval Date.0-lill/07
Pau 3 of-*
Dui'AiL B
38 aW
Nwlj�N aro�io,'�,w ano stsr4mr mopes tffow 5:-w
'Nall fwgr -3ij lKne"
14,'Y4' 12�
De
LAM La*a�N's,Lard WDreNum,a M, Liaf omol W�
"S
viih6g a"for'5Ump'WoW$(gmaiw- Irvin 21 12",
Navi oetwepr.txyltorrl 2 nall uI`,---
143W 12- 1�'3 I i 4'
KuSi LOW,Pmmmu, a i
f I SWP�,t p e
ENri oF'jams ACCIEVI-ANICrE
NOA No-(*--irw4m4
Expiratill't,Elate. filf2gt I I
M D ate-0 V
Pagge 4 of 4
73 0-
71
GertainTeed Corwration
B'uc Bel',PA 94'.2'2,11 A
W' Prepared Roof Covering Materials
YiSF-���S 9f Class A-rf'-n? Rkesis-.apt,AST)rbal!Glas�-fiber ILI-4tat Shm-les. el�"�,nawo-C"'O.
-01 T2,7 Is& P amdmaA 11 dmarikPius,
XT-I. X
I A
M! Or�
L'arldn'aflir Pr"nulium, Landruark Prem"i fArch- ect SO,Pres-idenna ticccs�
r 'J� I - - - T-
114-ve Jb'ee; � -ffl- !-aboi-,atar: S
a'- ��- nk ---e � *ih !�! -1, -, r"( uz tlm's t7ei-h-W-wr-
e-7t mn �i - �1'6'S/.�: da s) indt-afed
S"MI I"�08 --csts!.or Fire Reiislauce of Roof G-vtrm-%MaIL
'VNI SI 1-
I W in Q Resi stance- o f P-m-3 rcAl Roulf Cowrilag IN-latch-3)
ASTMI D-3461 Mphalt ShNigles uwde firom Glass Felt avd,'Surta-zed vviflq I'Aitieml
A Asvhalt qhimile�S
ics;ASINt D3-- 8,C1
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SECTION 07 3113
ASPHALT SHINGLE ROOFING SYSTEM
NOTE CertainTeed fiber glass and organic shingles.
NOTE
NOTE This section is based on the CertainTeed Roofing CollectionTm, the
country's most extensive line of fiber glass and organic asphalt shingles.
CertainTeed pioneered the concept of multi-layered shingles, widely known today
as "architectural" shingles, and has led the industry in color innovation with
complex color blending technology and the introduction of bold designer shingle
colors.
NOTE **
NOTE ** For more information on CertainTeed products and availability, or for
the name of your local CertainTeed representative, call or write:
NOTE CertainTeed Architectural Support Group
NOTE P.O. Box 860
NOTE Valley Forge, PA 19482
NOTE Tel: (800) 233-8990
NOTE Fax: (610) 341-7940
NOTE www.certainteed.com
NOTE This three-part specification must be edited to delete shingle types and
styles not required on a particular project. Also, you may delete the "NOTES"
below once editing is completed.
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Granule surfaced asphalt shingle roofing.
B. Moisture shedding underlayment, eaves, valley and ridge protection.
C. Associated metal flashing.
1.2 RELATED SECTIONS
NOTE ** Coordinate the sections listed below with actual project requirements.
A. Section 06 10 00 - Rough Carpentry: Plywood Roof Sheathing.
B. Section 06 15 00 - Wood Decking.
C. Section 07 26 00 - Vapor Retarders.
D. Section 07 13 00 - Sheet Waterproofing.
E. Section — - : Attic space ventilation.
F. Section 07 60 00 - Flashing and Sheet Metal.
G. Section 08 62 00 - Unit Skylights.
H. Section Chimney Flue.
1.3 REFERENCES
NOTE ** Delete unnecessary references from the list below.
A. ASTM A 653/A 653M - Standard Specification for Steel Sheets, Zinc-
Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the
Hot-Dip Process.
B. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy
Sheet and Plate.
07 3113-1
C. ASTM B 370 - Standard Specification for Copper Sheet and Strip for
Building Construction.
D. ASTM D 225 - Standard Specification for Asphalt Shingles (Organic
Felt) Surfaced with Mineral Granules.
E. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt
Used in Roofing and Waterproofing.
F. ASTM D 1970 - Standard Specification for Self-Adhering Polymer
Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment
for Ice Dam Protection.
G. ASTM D 3018 - Standard Specification for Class A Shingles Surfaced
with Mineral Granules.
H. ASTM D 3161 - Standard Test Method for Wind-Resistance of Asphalt
Shingles (Fan-Induced Method) .
I. ASTM D 3462 - Standard Specification for Asphalt Shingles Made from
Glass Felt and Surfaced with Mineral Granules.
J. ASTM D 4586 - Standard Specification for Asphalt Roof Cement,
Asbestos-Free.
K. ASTM D 4869 Standard Specification for Asphalt-Saturated Organic
Felt Shingle Underlayment Used in Roofing.
L. ASTM D 6757 Standard Specification for Inorganic Underlayment for
Use with Steep Slope Roofing Products.
M. ASTM D 7158 - Standard Test Method for Wind Resistance of Sealed
Asphalt Shingles (Uplift Force/Uplift Resistance Method)
N. E 108 - Standard Test Methods for Fire Tests of Roof Coverings.
0. UL 2218 - Impact Resistance of Prepared Roofing Materials.
P. UL 2390/ASTM D 6381 - Test Method for Wind Resistant Shingles with
Sealed Tabs
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide manufacturer's printed product information
indicating material characteristics, performance criteria, and product
limitations.
C. Manufacturer's Installation Instructions: Provide published
instructions that indicate preparation required and installation
procedures.
NOTE ** Delete the paragraph below if not required.
D. Certificate of Compliance: Provide Certificate of Compliance from an
independent laboratory indicating that the asphalt fiber glass
shingles made in normal production meet or exceed the requirements of
the following:
1. ASTM E 108/UL 790 Class A Fire Resistance.
2. ASTM D 3161/UL 997 Wind Resistance.
3. ASTM D 3462.
NOTE ** Delete the following paragraph unless unusual project conditions mandate
shop drawings.
07 3113-2
E. Shop Drawings: Indicate specially configured metal flashing, jointing
methods and locations, fastening methods and locations, and
installation details, as required by project conditions indicated.
1.5 QUALITY ASSURANCE
A. Maintain one copy of manufacturer's application instructions on
project site.
B. Verify that manufacturer's label contains reference to specified ASTM
standards.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Take special care when applying WinterGuard Waterproofing Shingle
Underlayment and shingles when ambient or wind chill temperature is
below 45 degrees F (7 degrees C) . Tack WinterGuard in place if it
does not adhere immediately to the deck.
1.7 EXTRA MATERIALS
A. Furnish under provisions of section 01700.
B. Provide square feet square m) of extra shingles of each
color specified.
1.8 WARRANTY
NOTE ** Edit the following list to indicate shingle types specified.
A. Manufacturer's Warranty: Furnish shingle manufacturer's warranty for
product (s) of this section as follows:
ASPHALT FIBER GLASS SHINGLES
1. CertainTeed Landmark AR (formerly Landmark 30 AR) : 30-year limited
warranty.
B. Warranty Supplement: Provide manufacturer's supplemental warranty
("CertainTeed SureStart" or "SureStart Plus") to cover labor and
materials in the event of a material defect for the following period
after completion of application of shingles:
1. First five years.
C. Extended Warranty Protection (can only be offered by a CertainTeed
credentialed contractor) : Provide SureStart PLUS protection as follows:
1. 3STAR Coverage (9 years) : material and labor costs for repair or
replacement.
2. 4STAR Coverage (12 years) : material and labor costs for repair or
replacement and tear off protection.
3. 5STAR Coverage (15 years) : material and labor costs for repair or
replacement tear off protection, disposal costs and workmanship
defects.
D. Warranty Transferability Clause: Make available to Owner shingle
manufacturer's standard option for transferring warranty to a new owner.
PART 2 PRODUCTS
2.1 MANUFACTURER
A. Provide products manufactured by CertainTeed Corporation,
Architectural Support Group, P.O. Box 860, Valley Forge, PA 19482.
Tel: (800) 233-8990, Fax: (610) 341-7940.
07 3113-3
B. Substitutions: Not permitted.
2.2 ASPHALT FI13ER GLASS SHINGLES
NOTE ** Delete shingle types not required for the building project.
A. CertainTeed Landmark AR (formerly Landmark 30 AR) : UL Certification of
ASTM D3462; Conforms to ASTM D3018 Type I - Self-Sealing; ASTM D3161-03b, Class
"F" Wind Resistance (Regional) ; ASTM D3161-99a Wind Resistance; UL997 Wind
Resistance; UL 2390/ASTM D6381 Class "H" and ASTM D7158 Class "H" Wind
Resistance; UL 790 Class A Fire Resistance; glass fiber mat base, ceramically
colored/UV resistant mineral surface granules across entire face of shingle;
two-piece laminated shingle; algae resistant.
1. Weight: 240-245 pounds per square (100 square feet) (11.7-12.0 kg/sq m) .
NOTE ** Retain one of the following two sub-paragraphs depending on color
selection method.
2. Color:
2. Color: As selected by Architect from manufacturer's standards.
2.3 SHEET MATERIALS
NOTE ** Delete paragraph below and installation instructions in Part 3 if
climatic conditions are such that ice dam protection is not required.
A. Eaves Protection: CertainTeed "WinterGuard"; ASTM D 1970 sheet barrier
of self-adhering rubberized asphalt membrane shingle underlayment
having internal reinforcement, and "split" back plastic release film;
provide material with warranty equal in duration to that of shingles
being applied.
NOTE Delete WinterGuard types not required for the building project.
1. CertainTeed WinterGuard Sand
2. CertainTeed WinterGuard HT (High Tack, High Temperature)
3. CertainTeed WinterGuard Granular
NOTE Select underlayment from the following three paragraphs, deleting those
not required. The CertainTeed "Roofers' Select" underlayment resists "hygro-
expansion," significantly reducing wrinkling.
B. Underlayment: CertainTeed "Roofers' Select", ASTM D 6757; asphalt-
impregnated fiberglass-reinforced organic felt designed for use on
roof decks as a water-resistant layer beneath roofing shingles.
C. Underlayment: ASTM D 4869, asphalt saturated felt.
D. Underlayment: ASTM D 226, asphalt saturated felt (non-perforated) .
E. Waterproofing Underlayment: CertainTeed "WinterGuard"; ASTM D 1970
sheet barrier of self-adhering rubberized asphalt membrane shingle
underlayment having internal reinforcement, and "split" back plastic
release film; Use in 'low-slope' areas (below 4:12, but no less than
2:12) ; provide material with warranty equal in duration to that of
shingles being applied.
NOTE ** Delete WinterGuard types not required for the building project.
1. CertainTeed WinterGuard Sand
2. CertainTeed WinterGuard HT
3. CertainTeed WinterGuard Granular
2.4 FLASHING MATERIALS
A. Sheet Flashing: ASTM A 361/A 361M; 26 gage (0.45 mm) steel with
minimum G115/Z350 galvanized coating.
B. Sheet Flashing: ASTM B 209; 0.025 in (0.63 mm) thick aluminum, mill
finish.
C. Sheet Flashing: ASTM B 370; cold rolled copper; 16 ounces per square
foot (0-55 mm) ; natural finish.
07 3113-4
D. Bituminous Paint: Acid and alkali resistant type; black color,
E. Tinner's Paint: Color as selected by Architect to coordinate with
shingle color.
2.5 ACCESSORIES
A. Nails: Standard round wire type roofing nails, corrosion resistant;
hot dipped zinc coated steel, aluminum, or chromated steel; minimum
3/8 inch (9.5 mm) head diameter; minimum 11 or 12 gage (2.5 mm) shank
diameter; shank to be of sufficient length to penetrate through roof
sheathing or 3/4 inch (19 mm) into solid wood, plywood, or non-veneer
wood decking.
B. Asphalt Roofing Cement: ASTM D 4586, Type I or II.
2.6 FLASHING FABRICATION
A. Form flashing to profiles indicated on Drawings, and to protect
roofing materials from physical damage and shed water.
B. Form sections square and accurate to profile, in maximum possible
lengths, free from distortion or defects detrimental to appearance or
performance.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing site conditions under provisions of Section 01700.
B. Verify that roof penetrations and plumbing stacks are in place and
flashed to deck surface.
C. Verify roof openings are correctly framed prior to installing work of
this section.
D. Verify deck surfaces are dry and free of ridges, warps, or voids.
3.2 ROOF DECK PREPARATION
A. Follow shingle manufacturer's recommendations for acceptable roof deck
materials.
B. Broom clean deck surfaces under eave protection and underlayment prior
to their application.
3.3 INSTALLATION - EAVE ICE DAM PROTECTION
A. Place eave edge and gable edge metal flashing tight with fascia
boards. Weather-lap joints 2 inches (50 mm) . Secure flange with
nails spaced 8 inches (200 mm) on center.
B. Apply CertainTeed "WinterGuard" Waterproofing Shingle Underlayment as
eave protection in accordance with manufacturer's instructions.
NOTE ** Change dimension below to 48 inches (1,220 mm) or greater for low slope
roofs or severe climatic conditions.
C. Extend eave protection membrane minimum 24 inches (610 mm) up slope
beyond interior face of exterior wall.
3.4 INSTALLATION - PROTECTIVE UNDERLAYMENT
NOTE ** Delete first two paragraphs below if all roof slopes are greater than
4:12. Otherwise, select either complete WinterGuard underlayment or Roofers'
07 3113-5
Select or D4869 underlayment in combination with eave ice dam protection.
WinterGuard is an improved version of standard underlayment, developed to resist
standing water held on a sloped roof at eaves and valleys by ice dams and to
resist wind-driven water. WinterGuard can be used to cover the entire roof
deck, rather than just eaves and valleys, when the slope is so low (2:12 to
4:12) as to permit wind to drive rain beneath the shingle. Assure sufficient
ventilation of space beneath the deck upon which WinterGuard is applied, as
WinterGuard is a vapor barrier.
A. Roof Slope Between 2:12 and 4: 12: Apply one layer of "WinterGuard"
over all areas not protected by WinterGuard at eaves, with ends and
edges weather-lapped per application instructions. Stagger end-laps
each consecutive layer. Nail in place.
B. Roof Slope Between 2:12 and 4:12: Apply two layers of Roofers' Select
or D4869 underlayment over areas not protected by WintorGuard at
eaves, with ends and edges weather-lapped minimum 19 inches (480 mm) .
Stagger end laps each consecutive layer. Nail in place.
C. Roof Slope 4:12 or Greater: Install one layer asphalt felt shingle
underlayment perpendicular to slope of roof and lap minimum 4 inches
(100 mm) over eave protection,
D. Weather-lap and seal watertight with asphalt roofing cement items
projecting through or mounted on roof. Avoid contact of solvent-based
cements with WinterGuard.
3.5 INSTALLATION - VALLEY PROTECTION
A. For "closed-cut, " "woven, " and "open" valleys first place one ply of
WinterGuard, minimum 36 inches (910 mm) wide, centered over valleys.
Lap joints minimum 6 inches (152 mm) . Follow instructions of shingle
and waterproofing membrane manufacturer.
3.6 INSTALLATION - METAL FLASHING
A. Weather-lap joints minimum 2 inches (50 mm) .
B. Seal work projecting through or mounted on roofing with asphalt
roofing cement and make weather-tight.
3.7 INSTALLATION - ASPHALT SHINGLES
A. Install shingles in accordance with manufacturer's instructions for
product type and application specified.
3.8 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
B. Visual inspection of the Work will be provided by Owner. If conditions
are unacceptable, Owner will notify the Architect.
3. 9 PROTECTION OF FINISHED WORK
A. Protect finished work under provisions of Section 01700.
B. Do not permit traffic over finished roof surface.
END OF SECTION 10/2005
07 3113-6
English Landmark Landmark Plus Landmark Premium
(and AR) (and AR) (and AR)
Weight/Square(approx.) 235-245 lb. 260-270 lb 300 lb.
Dimensions(overall) 12"x 36" 12"x 36" 12"x 36"
Shingles/Square 80 80 80
Weather Exposure 51. 51, 5"
Metric Landmark Landmark Plus Landmark Premium*
(and AR) (and AR) (and AR)
Weight/Square(approx.) 235-245 lb. 260-300 lb 300-330 lb.
Dimensions(overall) 13 1/4"x38 3/4" 13 1/4"x38 3/,V' 13 1/4"x38 3/4"
Shingles/Square 66 66 66
Weather Exposure 55/81, 5 5/8" 5 5/8"
*Including Landmark Premium AR/Architect 80
NS'AL1_A1`0N
Installation instructions, including diagrams, are supplied on each bundle of Landmark series shingles, or
separate application sheets may be obtained from CertainTeed. Following is a general summary of the
installation methods. NOTE-Refer to application instructions supplied with the shingles for further
information and procedures.
Apply shingles to minimum 3/8"thick plywood, minimum 7/16"thick non-veneer
(E.g. OSB), or minimum 1"thick(nominal)wood decks. The plywood or non-veneer decks must comply
with the specifications of APA-The Engineered Wood Association.
�," �i,;�
Provisions for ventilation should meet or exceed current HUD Standards.To best insure
adequate ventilation, use a combination of continuous ridge ventilation (using Ridge FilterVent or Ridge
Filter ShingleVent 11, manufactured by Air Vent Inc, or a comparable product with an external baffle)and
balanced soffit venting.
Valley liner must be applied before shingles. The Closed-Cut valley application method is
recommended, using CertainTeed WinterGuard Waterproofing Shingle Underlayment or its equivalent to
line the valley prior to being fully covered by the shingles.
t At standard slopes(4"per foot or greater)a single layer of Roofers' Select Tm High-
Performance shingle underlayment(or product meeting ASTM D 4869 or ASTM D 6757) is recommended.
For UL fire rating, underlayment may be required. Corrosion-resistant drip edge is recommended and
should be placed over the underlayment at the rake and beneath the underlayment at the eaves.
On low slopes(2"to 4"per foot), apply CertainTeed WinterGuard Waterproofing Shingle Undedayment or
its equivalent, or two layers of 36"wide felt shingle underlayment(Roofers' Select High-Performance
Underlayment or product meeting ASTM D 4869 or ASTM D 6757)lapped 19", over entire deck according
to the application instructions provided with the product. When WinterGuard is applied to the rake area, the
drip edge may be installed under or over WinterGuard. At the eave,when WinterGuard does not overlap
the gutter or fascia, the drip edge should be installed under WinterGuard. When WinterGuard overlaps the
fascia or gutter, the drip edge or other metal must be installed over it.
VJiCi-,-T�_--�ck On low and standard slopes, four nails are required per shingle.
There are three nail lines on WideTrack QB shingles. Position nails vertically between the upper and lower
nailing-guide lines. For low and standard slopes, it is acceptable to nail between either the middle and
lower lines or between the upper and middle lines. Nails must be of sufficient length to penetrate into the
deck 3/4"or through the thickness of the decking,whichever is less. They are to be located 1"and 12"in
from each side of the shingle for English-sized shingles and 1"and 13 1/8"in from each side of the shingle
for Metric-sized shingles(see instructions on product wraps.) Nails are to be 11 or 12 gauge, corrosion-
resistant roofing nails with 3/8"heads.
On slopes greater than 21"per foot, fasten each shingle with six
nails I and four 1 diameter spots of asphalt roofing cement(ASTM D 4586)placed under each shingle
according to application instructions provided on the shingle package. Fasteners must penetrate the two-
layer common bond area, also illustrated on the shingle package.
d The recommended application method is the 'Five-Course, Diagonal
M ethod (English,)'found on each bundle of shingles. In this method, shingle course offsets are 7"and 14".
Instructions also may be obtained from CertainTeed. These shingles may be used for new construction or
for reroofing over old English-sized shingles.
- - - Igie,�: The recommended application method is the'Five-Course, Diagonal
M
1 i�kj
Method(Metric)'found on each bundle of shingles. In this method, shingle course offsets are 5-5/8"and 11-
1/4". Instructions also may be obtained from CertainTeed. These shingles may be used for new
construction or for reroofing over old metric-sized shingles.
-resistant metal flashing.
Use corrosion
Use CertainTeed's Shadow RidgeTm, ContourRidgeTm, or ElevationRidgeTm accessory
roofing shingles of a like color for capping hips and ridges.
I-M
',z4k�N'T E IN A N C",E_
Landmark series shingles do not require maintenance when installed according to manufacturer's
application instructions. However, to protect the investment, any roof should be routinely inspected at least
once a year. Older roofs should be looked at more frequently.
AFR,R A N I Y
Landmark Premium (and AR), Landmark Premium/Architect 80, Landmark Plus(and AR), and Landmark
(and AR)shingles carry a limited, transferable warranty to the consumer against manufacturing defects--
lifetime warranty for Landmark Premium(and AR)and Landmark Premium/Architect 80; 40 years for
Landmark Plus(and AR), and 30 years for Landmark(and AR). In addition, Landmark Premium(and AR)
and Landmark Premium/Architect 80 carry 10-year SureStartTm Protection, and Landmark Plus(and AR)
and Landmark(and AR)carry 5-year SureStartT?4 Protection. For specific warranty details and limitations,
refer to the warranty itself(available from the local supplier, roofing contractor or on-line at
www.certainteed.com).
F I')R IN1 0 R EE i N F 0 R M1 A T 10 N
Sales Support Group: 800-233-8990
Web site: www,certainteed.com
See us in§��e ts and ARCAT printed and electronic publications
CertainTeed Corporation
Roofing Products Group
P.O. Box 860 CertainTeedll
Valley Forge, PA 19482 Quality made certain.Satisfaction guaranteed.'
0 Copyright CertainTeed Corporation,2006.
All rights reserved. Updated: 10/2006
CertainTeed Shingle Applicator ' s Manual
Laminated Shingles
Landmark Landmark Plus, Landmark Premium, 1 -3-
Landmark TL Ultimate, Landmark Special— hnpact Resistant,
Woodscape, Woodscape Premium
YOUR OBJECTM. of felt shingle undcrlayment Is not an acceptable alternative
to WinterGuard.One layer of shingle underlayment meeting ASTM
To learn the correct procedurefor installing D4869 applied over the required WinterGuard is also recommended.
Laminated sbingles. z90T
LANDMARK-SERIES,WOODSCAPr SERIES, STEEP z6OT(21/12)
LANDMARIC'spEaAL AND LANDMARK'TL ULTIMATE pe pp cation
These shingles are built on a fiber glass base to provide a Class A
fire resistance rating.Depending on the product,the standard wind STANDARD
warranty is 70 mph,80 mph,90 mph,or 110 mph.Note:the wind Slope Application
warranty increases up to 80 mph,90 mph or I 10 mph when fastened (4/12 up to 21/12)
with six nails placed in the common bond nailing area(see Fore zl8.5T(4/12)
13-5, roofing cement is not required,except on steep slopes). Low Slope Application(below 4112)
LOW z9.5T(2/12)
Woodscape and Landmark shingles have the installer-friendly Do Not Apply Shingles
WideTrack QB"feature,which provides 11/2"wide nailing area Below Z112 Slope
and specialty formulated Quadra Bond Issrdnating adheslw zOT(0112)
(see Nure 13-3). Figure 13-1:Slope definitions.
Landmark Special is impact resistant and is specialty manufac- THE ROOF DECK*MUST BE AT LEASP 3/8" (9.5 mm) thick
tured with a reinforced fiberglass scrim to meet UL 2218 Class 4 plywood,or 746" (11 mm) thick non-veneer,or nominal 1" (25
impact resistance rating,plus it is also algae resistant. mm) thick wood deck.
NOTE:Landmark Special must be installed over a clean deck(no
roof-overs)to obtain the UL2218 rating,It is strongly recommended COLD WEATHER CLIMATES(ALL SLOPES):Applying WinterGuard
that impact resistant cap shingles made from XT 30 IR shingles be or its equivalent*is strongly recommended wherever there is a
installed on all hips and ridges.Some insurance carriers may not possibility of ice build-up.
consider the roof system as compliant to UL 2218 Class 4 without
impact resistant cap shingles FLASHING:Corrosion-resistant flashing must be used to help prevent
Landmark n Ultimate is unique because its patented leaks where a roof meets a wall,another roof,a chimney or other
Tri-Laminate"design combines three layers of material to provide objects that penetrate a roof
a dramatically thick shingle with a wood shake style. SEALING:Shingle sealing may be delayed if shingles are applied
With the exception of Landmark TL,closed-cut valleys are preferred in cool weather and may he further delayed by airborne dust
by CertainTeed when applying these shingles.Open valleys are accumulation.If any shingles have not sealed after a reasonable
recommended when applying Landmark n;however closed-cut time period,hand sealing may be necessary.
valleys are also acceptable.Woven valleys are not recommended for
Landmark TL because the tri-laminated shingle can buckle and CAUTION:To prevent cracking,shingles must be sufficiently warm
become damaged when shaped into the valley.Nails are required to allow proper forming for hips,ridges and valleys.
as fasteners for Landmark n,staples are not allowed. VARRANTV-Depending on the product,these shingles are warranted
STANDARD OR STEEP SLOPE UNDERLAYMEMP Shingle against manufacturing defects and covered by five or ten years of
underlayment*meeting ASTM D4869 Type I standards is suggested. SureStart protection.See the warranty itself for specific details and
CertainTeed's Roofers'Select—,ShingleFelt—,or RoofWrap"is limitations.
preferred.
LOW SLOPE UNDERLAVMEN711 One layer of WinterGuard'"or its For technical questions,information on acceptable
alternative application methods and materials,
H C.S 0
M
equivalent*,or two layers of 36"(915 mm)wide felt shingle underlay- t: E
or a copy of the product warranty,contact the
sources listed below:
ment lapped 19"(485 mm) must be applied over the entire roof.
IMPORTANP When installing I=dMark n on low slopes,one Your supplier or roofing applicator
layer of WinterGuard or an equivalent waterproofing shingle under- CertainTeed Home institute 800-782-SM
layment must be applied over the entire roof.Applying two layers CertainTeed Fax-on-Demand 800-947-0057
GertailnTeed-RPG Technical Services 900-345-1145
123
FASTENING LOW AND STANDARD SLOPE
WIDETRACK OB
METRIC DIMENSIONS
Shingle 12" 143/4,, 12"
Roof 1-(305 mm)--(375 mm)-I-(305 mm)-1
# 1"(25 mm)
Proper Crooked Under- Over- 1"(25 mm) Release Tape
Nailing Driven Driven 11 1 1—
/2"T
Figure 13-2:Proper and improper nailing. Nailable
IMPORTAW.For decks 3/4" (19 mm) thick or thicker,nails must go Area FA El FA
at least 3/4" (19 mm) into the deck.On thinner decks,nails must go
at least 1/8" (3.2 mm)through the deck. WIDETRACK 08
Nails must be I I-or 12-gauge roofing nafls,corrosion-resistant, ENGLISH DIMENSIONS
with at least 3/8" (9.5 mm) heads,and at least V (25 mm)long.
LandMark n requires nails at least 11/4"long. 12" 12" 12"
1—(305 mm)——(305 mm)—I—(305 mm)—i
1-1"(25mm) 1"(25 mm)
----------f Nail Are,to, FA M In - --
Low&Standard LANDMARK TL ULTIMATE
Slopes
131/2" 13" 131/2"
Nail Area for Avoid Placing 1—(343 mm)——(330 mm)—I—(343 mm)—1
Steep Slopes Nails Along
This Line Release Tape 1-1"(25 mm) 1 (25 mm)—
OR 1H
FRONT
Figure 13-4.Usefour nailsfor etMJWI sbingle.
1 Nailing Lines
BACK
Sealant Strips
UNDERSIDE Quadra-Bond
OFTOP
LAMINATE
LAYER
Four laminating adhesive strips for a stronger bond.
Figure 13-3:WideTrack_OB-features a wider nail area and
extra strong Quadra Bond constructwn.
124 Cbaj)1er6 CERTAINTEED SHINGLE APPLICAT01fS MANUAL
STEEP SLOPE ONE CLEAN-DECK APPLICATION METHOD
Use six nails and four spots of asphalt roofing cement for every fuff FOR ENGLISH DIMENSION SHINGLES
laminated shingle.See below.Asphalt roofing cement should meet _1QWP_
ASTM D4586 1�pe 11.Apply I"spots of asphalt roofing cement under FIVE-COURSE DIAGONAL METHOD
each comer and at about 12"to 13"in from each edge. (-SEVENS AND FOURTEENS-)
WIDETRACK OB PREPAIIING THE DECK-
METRIC DIMENSIONS
# Apply underlayment as required.CertainTeed suggests that a
layer of shingle underlayment be applied.For Ut fire rating,
12"— 143/4"-----w-�12 underlayment is generally required.Apply flat and unwrinkled.
r(305 mm) (375 mm) (305 mm) * Snap horizontal and vertical chalklines to assure shingles will
be correctly aligned.Expose 0 shingles 5" (125 mm).
�-111(25mm) 1"(25mm)---1 CAUTION:Use of other Installation methods may result in an
Nail Area Release Tape objectionable pattern.
For Steep
1
(25 mm) Rooling Cement (25 mm)
WIDETRACK QB 0
ENGLISH DIMENSIONS
40\
-12" — 12" 12 0*
(305 mm) (305 mm) (305 mm)
W0. 0
;-1"(25mrn) 1"(25 mm) WNW\
W%
(25 mm) ———— [E(25 mm)
Roolina Cementt t
LANDMARK TL Figure 13-6 Standwd slope undedVment and starter drip edge details
STARTER COURSE:
131/2" 13"——131,/"l 1.Use CertainTeed Starter(pre-cut 10"x 36"),or use standard three-
343 mm) (330 mm) (343 mm tab self-sealing shingles with the lower 5"tab portions removed to
) —I provide starter shingles that are 7"in height(Figure 13-7).
"--1"(25mrn) 1"(25mm)--1 36"(915 mm)
Full Length
Starter Shingle 7"(180 mm)
(25 mm) 0 (25 mm) — — — — — — — — — — — — —
Roofing Comentl t I Rem ovell these pliorti ons
J
Ngure 13-5 Use six nails andfour spots of Figure 13-7.Make starter sbingks by remotdng the"w5"tabs.
aspbalt roofing cement on sleep sA*es
2.For the first starter,cut 7"from one side of the starter shingles.
CAUTION:Excessive use of roofing cement can cause shingles to blister. 3.Apply the 29"piece to the lower left corner of the roof.Make sure
there is 1/2"overhanging the rakes and eaves if drip edge is being
used.If you are not using drip edge,make the overhang 3/4".
4.Use fuH 36"long,7"wide starter shingles for the rest of the course.
CERTAINTEED SHINGLE APPLICAT01fS MANUAL Chapter�3 125
1ST COURSE:Apply a full shingle at the lower left corner of the ONE CLEAN-DECK APPLICATION METHOD
roof Make the lower edge and left edge he flush with the edges of the FOR METRIC DIMENSION (13'/4" x 38%")
starter course(Figure 13-8).
AND LANDMARK TL (13'/4" x 4 0
2ND THROUGH 5TH COURSES: SHINGLES
qWP_
CAUTION1 Failure to fonow instruction steps 1-5 below will bring
joints too close together and may cause unattractive patterns! FIVROURSE DIAGONAL METHOD
1.Cut 7"off the left end of the first shingle and save this piece for later (55/8"AND 1]1/4")
use,Apply the 29"long piece over and above the first-course shingle. PREPARING THE DECK:
Leave the bottom 5"tab portion of the first-course shingle exposed * Apply underlayment as required.Certainleed suggests that a layer
(Figure 13-8). of shingle underlayment be applied.For UL fire rating,underlay-
2.Cut 14"off the first shingle of the third course and save this for later ment is generally required.Apply flat and unwrinkled.
Install the 22"long piece over and above the second-course shingle. * Snap chalklines;to assure shingles will be correctly aligned.
3,Apply the previously removed 14"long piece over and above the Expose all shingles 55/8" (143 mm).
third-course shingle. CAUTION:Use of other installation methods may result in an
4.Apply the previously removed 7"long piece from the second objectionable pattem.
course over and above the fourth-course shingle.
5.Install a full shingle against the right edge of each shingle in STARTER COURSE:
courses one through rive. 1.Use CertainTeed Starter(pre-cut 10"x 383/4"),or three-tab self-
CONTINUING UP THE ROOF: sealing shingles with the lower tab portions removed.Be sure that
1.Beginning again with a full shingle,repeat the five-course pattern the starter shingles are at least 75/8"in height.(Figure 13-9).
up the left rake(figure 13-/0-see B). ---f
2.Fill-in courses across the roof in a stepped diagonal fashion using Starter Shingle 7 5/8"
full shingles(Figure 13-10-see A and B).Do not run courses — — — — — — — — — — — — — —
straight across. ---'f------1-- I
r---
IMPOWFA".Do not align joints of shingles I RemOvel these p,lo r i o n s
closer than 3 1/2 from one another.
Figure 13-9:Make sorter sbingles that am 75 18'in hdgbt
2.For the first starter,cut 5 5/8"from one side of the starter shinoes.
3.Apply the remaining piece to the lower left corner of the roof.
Make sure there is 1/2"overhanging the rakes and eaves if drip
edge is being used.If you are not using drip edge,make the over-
hang-3/4".
4.Use full length starter shingles for the rest of the course.
. 0
Kw
WI&
Figure 13-8.-Applying tbefirst 5 cour ws on a standard slope.
126 Chapter�3 CERTAINTEED SHINGLE APPLICATOI�S MANUAL
W NMI
IWI Volm
ILWT�V—j
SON i I
I Ma"4 a
I Oil ,
WIN 11 A
lot
Line valley by centering
36' (915 mm) wide
CertainTeed WinterGuard
Waterproofing Shingle
Underlayment or
equivalent directly
to deck.
�ilillop—0—d A,0
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
ER r,11 jCATION IN:1
UL;tApirummo I- DRIVE WEST
!ON-"I' Address: 2319
Permit Number: 225-12 ATLANTIC BEACH, FL 32233
Permit Type: MECHANICAL Township: Range: Book:
Class of Work: ALTERATION Lot(s): Block: Section:
Proposed Use: SINGLE FAMILY Subdivision: OCEANWALK
Square Feet: Parcel Number:
Est. Value:
Improv. Cost:
Date Issued: 8/27/2001 Name: MEHLDUFF
Total Fees: 39.00 Address: 2319 OCEANFOREST DRIVE WEST
Amount Paid: 39.00 ATLANTIC BEACH, FL 32233
Date Paid: 8/2V2001 Phone: (904)241-2659
W6rk Desc: REPLACE HVAC
ION FEES,
-PPLICAT
39.00
R VT
OCEAN STATE HEAT &AIR
1Z.
4
P
F2,
Ah" 6;
Kv� 717
P
w0
.1 N,
,�O
nr
RK.— I
Rt?
MI
ek 1�
jw
4
lie,
01
0
4
4
FINAL
%
%1
y", 716
Pqt-CTION
R5,aUE-STED-AT LEAS,
TOINS
NOTI ;BE T 24 HOURS'PRIQ
IS" r N PUBLIC SPACE, AND
ST NO 81
B
BUILDING MATERIA16.RUBBIS OROMTHISWORKMU
' WAY BY EITHER CONTRACTQR OR 0,111111111
9p;A
MUST BE CLEARED LIP AND
IN
WITt ONS"thu 10 LIEN RES
"FAILURE TO Comot C THE
IN N T
WEV
PROPERTY OWNER ��G:z
ISSUED ACCORDING TO APPR 'kD PE.A I 4S, W HrC FTHI R AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE P9
139.N 14
Ditt: 6/27/0104 Receipt. IM535
ATLANTIC BEACH BUILDIN EPT. DIECKS 16662
81119MM2101
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC WCH
ATLANTIC 11R^ClH,MORIDA�32233
APPLICATION FOR..MEdHANICAL PERMIT CALL-IN NUMBER
IMPORTANT—Applicant to complete all items in sections 1, 11, 111, and IV.
LOCATION Street Address: �AA) rO(7,e!�
OF latorforcting Street;: Bel-ilon And
BUILDING
ONLAAj
il. IDENTIFICATION—To be completed by all applicants.
In consideration Of Permit given for doing the work as described in the above statement a hereby agree to perform said work in accordance
with the attatchpli plant and specifications which are a part hereof and in accordance with the city of Jacksonville ordinances and standards
of good.prectice listed therein.
Nome of Mechanical Contractors
Contractor I Print) (NrF.,k
IL Master )�4 17t I j
--�>ili A!L0 H T; A0,
I�0- #A f-�I'-C- I --
Signature OLDwwar— Signature of
or AujIadFI;;J Agent EzLffi Architect or Engineer
III. �kENERAL INFOkMAT)q&,W—
A. Type of" foolt
IS�'T- �NSTRUCTIOX BEING DOME ON
THIS BUILDING OR SITE7 A)fj fie—
C) Goes—M Us 0 Central Utility
13 Oil IF YES, GIVE NUMBER OF CONSTRUCTION
C Other—Specify PERMIT
0
IV. 11011111CMANICAL IQUIPMINT TO It INSTALLED NATURE OF WORK
(Provide complete 1191'of components on beck of this fornn) Residential or 0 Commercial
Heat a Space C; Itecowed Central a Floor Now Building
.A(AlrCondtfifting: C3 Room jecentrol Existing Building
• Duct System: motasriol--- ThIcI10411016— Replacement of existing system
mostifflurn capacity Now installation(No system previously Installocill
• Raffigraratiom Extension or add-on to existing system
• Coollog to of. Caspiscity Other—Specify
C) Fire sprinklers: Number of heads
C3 Elevator 0 Monliff 0 Escalatler—Inimberl
THIS SPACI 001t OFFICE USE ONLy
C3 Gasoline pumps.—(mimber)
C)-Ta*kL.—(nvm6or)
Remarks
I%c"fellsons—(nwo"ImIr) 0
Unfireal preard"vowel
13 Bolton Permit Approved by— Do
Othes,—-Specify Permit Fee—
I
L18T ALL XQUIPMENT
Am comDrnONING AND REFRIGEPLATION EQUIPMENT
Co.
(=ty
Number Ussitta Demorliptlacs Modd Number Manufassturer A41poy
HEAnNG-FURNACES. BOILERS, FaLEPLACES
COLPSAity Appr-ft
Number Unita Deasoripuen Xodd Number Kanufacturlar (Bru) AgUW
Ai lP— 14 AAJ 11A.)L�5b3l t7 (7 AA's
TANKS
NOW Marty Nowhata Oatists-Ity T�ylpqs Tj4fuIA Name ot serial Appoving
ContatrAd MAWS01:111nor No. .-Ag—y
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
8W Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION I LOCATION INFORMATION,
Permit Number: 21420 Address: 2319 OCEANFOREST DRIVE WEST
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: ALTERATION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: OCEANWALK
Est.Value: Parcel Number.
Improv. Cost: QMER INFORMATION
Date Issued: 2/07/2001 Name: MEHLDOFF
Total Fees: 85.00 Address: 2319 OCEANFOREST DRIVE WEST
Amount Paid: 85.00 ATLANTIC BEACH, FL 32233
Date Paid: 2/07/2001 Phone: (904)241-2659
Work Desc: REPIPE 20 FIXTURES —W— AAPPL—C—AWN FE S
CONTRAGMMUS :INAL X Ww T1 , ' E
ATLANTIC COAST PLUMBING &TILE PERMIT 85.00
FINAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC
SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION UEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
05.0614
ATLANTIC EhFACH BUILDING DEPT. Date-. 2/87/9181 Receipt: 8932254
CHECKS 26818
"IM322im
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMING PEM11 T
JOB LOCATION:
TELEPHONE NO.R�1-0?�Ioz'�
OWNER OF PROPERTY:
PLUMBING CONTRACTOR
CONTRACTOR' S ADDRESS: 9-3 76-
STATE LICENSE NUMBER: ,// /—'
TELEPHONE:
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
SEWER WATER
REPIPE OTHER
TOTAL FIXTURES: -2(o x $3 .50 + $15. 00 00
MINIMUM PERMIT FEE - $25. 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
-----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION
PRIOR TO COVERING UP - (904 ) 247-5834
CITY OF ATLANTIC BEACH, FLORIDA
Jl-164
Approwd by APPLICATION FOR ELECTRICAL PERMIT
T I h THE CHIEF ELECTRICAL INSPECTOR: DATE: -June 22 _19 88
1*11PORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Uo� ited Electric Company
jLECTRICAL FIRM: WiifER ELECTRICIAN Afl"ATURt/ JOURNEYM
NAME Pelkey Bldrs ADDRESS: 2319 Oceanforest Dr W RFD-BOX
IIILDG.SIZE BETWEEN:
RES.()9 APT.( I COMM.( PUBLIC I INDUS.( I NEW(X) OLD( REW. I
ADDITION ( TRAILER TEMP. ( SIGNS I SO.FT.
SERVICE: NEW(X) INCREASE ( REPAIR ( I FEE
4/0 Amps 200
,tONDUCTOR SIZE COPPER I ALUM. (X)
200 Amps 3 W 230 Ca 1 b eRACEWAy 35.00
v' jTCH OR BREAKER 1 PH VOLT
2XIST.SIERV.SIZiE AMPS PH W VOLT RACEWAY
IFEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
,'RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMPS. 1 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS._ OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
OVER
MOTORS H-P VOLTAGE PHS NO. I M.P. VOLTAGE PHS
MISCELLANEOUS
fill
ADDRESS___Q73/
--------------
CONTRACTOR_ ----- ---------------------------------
OWNER-
1:!� ........................................
i----------
BUILDING_--9-z7M- MECHANICAL-------- PLUMBING-------
ELECTRICAL--tel/-3i�' TEMP POLE--------- MISC
ELECTRICIAN ?oo[— -0 1 OV87
DATE FAILED DATE PASSED
TEMP POLE JEA
FOOTING
-----------
ROUGH PLUMBING .4
SLAB
----------- -- ------
o0ow
lik, FRAMING gs
MECHANICAL/FIREPLACE
-----------
TOP OUT PLUMBING
ROUGH ELECTRIC
FINAL ELECTRIC
FINAL BUILDING
----------- --------
ELEVATION SUBMITTED
CERTIFICATE OF OCCUPANCY
DATE ORDERED
DATE ISSUED lo A/1'r
MAP SHOWING SURVEY OF
ZOT &
0C(E,4A1"A(k' UA.IZ7- I
AS RECORDED IN PLAI BOOK— PAGES 74, 7J,4,1Zfe OF IHE CLjkRENl PUBLIC 14(- 'IfY'l oi P61 V,4,' -COUNTY. FLORIDA
GFFITIFIED 10 ule Pfe 5
5 '41
c
�-4
4' 11
'.oo—�
N
o/
O�
"4 T,:� 54
5�5�� 7,1,1047( 456)
0 V/A/;/ 71)/9"R C.
04"R.C.
:aA, d
T
0 0 A 4 e A-,� C//v' 7-4^10
/ Cl AZ 2-7 C>,-- /!2
MAP SHOWING SURVEY OF
z o' r (�,
0<f<E7,4A1Al,4(�*' UAJZ7_
AS RECORDED IN PLAT BOOK 40 PAGES 74, 71,4,7de 1�74� OF THE CURRENT PUBLIC RECO'IDS OF Z'(/ -COUNTY, FLORIDA.
CERTIFIED 10 pe e
5 4-C--k--0,—1
A/
mm
r<
k
0/4�-ICW
qj
- ----------
lb
ex X
4Z
2
45
.04
— .�) C4 �;45�Al
155_�
j4 7-0
cl)
A/
lki
o
jo
44 16.A ld
0,
L� �t' OF
Lc A /,/ 44 4 Z (-/A/ Tk4 0
R6 15 0)
1754
CITY OF ATLANTIC BEACH, FLORIDA '
APProved bV ApoiltATION PON WdKICAL O'limil?
S*e at e.m.b,e r 3-0
To-me emep fEdd L imook. DATt:
OF PERM'TLOWEM FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, We
AW8V AGREE TO'-PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS#
WHICH ARE A PAfj-HERtOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
ELECTRICAL E442J�dAV A ELEMIdANSIgNARINE
AD'
16141i., -�O'l, a� n r.,
NMA.I I N
olm I :Jjo. l) 066LIC gW 'OLb
;8.
A6b"m t 1 Left I SIGNS
1140,
gonvift. kw I I OAig 4 1 REPAIR I Y
VIER
6ii��i wiit Alum.I I't
PH W vo AACftAj
ftft"OR tgjj� Jwk Ly
.3"
;64.&1
OLT, c
,.SIZE NO, IZE siz
S NO.
A CD
L OPEN'
66hciALED DOM
'�,7: 1-0-00AM". 31-100 AM P91
L� I 1 2- 1
A, 7-
Lko-100'Amps. 1,i_,&OVIM -
rill
61EL0*
4
RATING NP.RATING
AM
ON#Wd 000.MOTOA .� OTHER MOTORS, AMPS 0IL HEA+. 044A
_�T
Oki OVER
P- 'V6LTAGt 't
',J
.;""
Wj AJ
ullm
MISCELLANEOUS
r e,.f aw-m n n I
..........
DEPARTMENT OF BUILDING 00-1712
CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date MAY-11 __ 19 88 491 *15P� T
r 49i *6PCWT
5416 1p 5/0/8
T
Valuation$ 156,068.80 Fee$ 491.62
9712 1(10 CA
This perinit not valid until above fee has been paid to City Treasurer,and is 1 A 3/11
subject to revocation for violation of applicable provisions of law.
This is to certify that Pelka Builders CRC010282
R 0 BOX 72 Atlantk ROACII
has permission to build Single Family
Classification— New Residential —Zone RS-1
Owned by B.E. Mehlhoff
Lot 6 Blocklinit TT1 S ftanwa.1k
House No. 7119 oceanEove-at rh�4ve Neat
According to approved plans which ate part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
X
0' 0 Building material,rubbish and debris
Z-4 from this work must not be placed
in public space, and must be cleared
up and hauled..away by either con-
tractor�or owner.
A, /
official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
PLANS REVIEW CHECK LIST
Addressa3lqaa Owner
-------------
Legal Description Contractor�-/,��"'
License Number -----------
License on File NO
Section 24-101 * Zoning RggMj@tions
Zoning District Proposed UseA2
..Lf6��—
Required Lot Size_q.5"000 Actual Lot Size?6,303</ Z�,ow 14,719 9
Setbacks Required Provided Section 24-17
front CORNER LOT '-f'RTERIOR LO
rear --- ---
Flood Zone--
side-1 ---7115--- ---21-
side-2 7"5/1 Required Elevation- q,
Max. Height Allowed Proposed Height_-I�z
Section 24-82 * Minimum Lot Coverag%
Required Heated Area Yn��Z-' Proposed Area
Section 24-161 * Offstreet Parking
Number Spaces Required_ Spaces Provided
Section 24:g? ± 2M2jjq§&g PM11diggg
Is there a similar building within 500' of proposed building?YES -" NO .,
Utilities
Water and sewer service is to be provided by:
Buccaneer Utilities
----- City of Atlantic Beach Utilities
Private Source SEPTIC TANK WELL
Plans Reviewed by: 4& kev�ee< YZ d
-----Date----��,-Yjfj
Building Permit CI S
--------- �SUE DENIED
-7-Z $ —Yer sq f t = $
61 -1 @ s per sq ft = $
00 * 2 Q-Q @ $ O�_�er sq ft =
@ $ per sq ft =
2 3 6 - 5 U @ $ ner sq ft = $
71 - 25+ TOTAL VALUATION: $
153 - B'f+
30 - 00+ Ist �6 .
491 - 620
85 . 00+ per thousand or
1 -----------portion thereof Total Building Fee $ 30 '7
650 - 00+ d/or FEES REQUIRED + k Filing Fee $
2 ) 261 - 620
Fireplaces @ 15.00
2 , -261 - 624- BUILDING"PERNIT FEE $
0 0 -------------------------------------------------
BUILDING PER41T $ 91,
Septic Tank
Well WATER METER CHARGE $ 95, QZ)
S\dmling Pool SEWER IMPACT FEE $ /035700
Sign WATER IMPACT FEE $ �50, 01)
Water Carmection N[ISCELLANEOUS I?
Sewer Comection $
Water Meter $—
Elevation Certificate GRAND TOTAL DUE $ CZ iwlza
----------------------------------------------------------------------------------------------
CALCULATIONS and/or NOTES
City of Atlantic Beach
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND
FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY
WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED� AT TWENTY
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
_._q___0ATHROOK GROUP CONSISTING OF Aq -----SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH
TUB OR SHOWER STALL (6)
WATER CLOSET VALVE
-__WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
�____.._BATHTUB/SHOWER (2) -----URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) -----FLOOR bRAIN ( 1 )
SHOWER STALL DOMESTIC (2) -----LAUNDRY TRAY (2)
LAVATORY (1 ) -----COMBINATION SINK AND TRAY (3)
...J-WASHING MACHINE (3) -----POT, SCULLERY SINK (4)
...�_DISHWASHER (2) _-WASH S!!NK EACH SET OF
FAUCET1 (2)
-----KITCHEN SINK (2) DENTAL LAVATORY ( 1 )
---LKITCHEN SINK WITH WASTE
GRINDER (3) -----DENTALbNIT OR CUSPIDOR (1)
-----BIDGET (3) -----URINAL � STALL, WASHOUT (4)
FLUSHING RIM SINK (8) -----COMBINATION �SINK AND TRAY WITH
,FOOD DISPOS. (4)
-----URINAL, PEDESTAL, SYPHON JET 1,
BLOWOUT (8) -----DRINKIN i G FOUNTAIN ( 1/2.)
-----LAVATORY, BARBER/BEAUTY
SHOP (2) -----LAVATORY, SURGEONS (2)
1 -
-----SURGEONS SINK (3) ----LICE MAK i ER ( 1/2) V6
I
-----WET BARj (2)
TOTAL FIXTURE UNITS @ $20. 00 EACH
JOB INFORMATION
---------------------------
CITY OF ATLANrIC BEACH
APPLICATION FOR BUILDING PERMIT
Owner Phon�6k-
�Address zi
ArchitecfY-k,\\&, K2�&g7;, Address z Phon4e�T -1`1!1�',��-�
Contractor-lp kddress i Phone
p
Copy on File
Contractor's License Numb Expiration Date (o
Lot Yt ka Block or # S i ib d k v i s i on �e.l
Street e cj� etwe and side
Valuation $ Type of ConstructIn
Purpose of Building �Nuber of Units Fireplace
Utility Service: Water Cz-��, Sewer C-
If the City if providing wateeor sewer service, we need to make-taps? '
Dimensions: Building Size Footing
s
Sz. Piers "Sz.;-Silis Greatest Span Sills
Sz. Ceiling Joists--7
IV,.�� �� Distanc4 on Centers Greatest Span
Sz. Floor Joists—7- <.Distancer on Centers Greatest Span
Sz. Rafters -7N Distance on Centers Greatest Span Z�i%o
Method of Heating Solid-Filled Ground
Roof
Flood Zone If located within a FU)OD HAZAM camplete page 2
SUBMIT; - Two complete sets of plans, including a detailed site plant'
Florida Energy Efficiency Code Sheets
Recent Survey
Inspections Required;
1. When steel is in place and ready to pour footings.
2. When steel is in place and ready to pour colurm/lintel.
3. When steel is in place and ready to pour beam.
4. When framing, mechanical, plurbing, electrical, '.fireplace, is completed and ready
to cover up.
5. Final inspection..
SETBACKS
NO INSPECTION WILL BE MAIE IF BUILDING CARD IS NOT POSM) ON JOB.
In case of rejection, reinspection MUST be called for after Rear Lot Line
corrections are made.
In consideration of permit given for doing the
work as described in the above statement, we FJ-
hereby agree to perfonn said work in accordance '
with the attaiched plans and specifications,
which are a part hereof, and in accordance rt rt
with the building regulations of Atlantic Beach.'
Signature Owner
Signature Contractor
3-5
1-ronc Eot idlue-
FLOODPLAIN DEVELOPMENT INFORMATION
Type of Development : New Building
Alterations to Existing Building
L
Flood Zone
Required Floor Elevation
Actual (as built)Lowest Floor Elevation
If located within a flood hazard zone (zone A) a survey must be
made after the slab has been poured, certifying that the "lowest
floor elevation" is eq—u-a-I- tq or above',,' the base flood elevation
established fo—r that zone.
No Final Inspection will be made and No Certificate of Occupancy
will be issued until the survey is on� file with the Building Department.
COMMENTS
Applicant acknowledgement : I understand that the issuance of this
permit is contingent upon the above information being correct and
that the plans aind supporting data have 'been' or shall be 'provided
as required. I agree to comply with all applicable provisions of
Ordinance No. 25-7-11 and all other laws or ordinances effecting
the proposed developemnt.
?1N
Date Applicant Is Signature 1;
Q
----------------------------- ---------
----------------------------------
' Department Use
Survey filed with the Building Department on
Certified Lowest Floor Elevation
Required Lowest Floor Elevation
Building Department Representative
APPLICATION FOR WATER METER
DATE-.V
----------
CONTRACTOR% ------ - ---- ----------------------------------
BILLING ADDRESS: ------ -/I x--l-zoi-------------------------------
----------------------------
SERVICE ADDRESS!
-----------------------
LOT: BLOCK: -------UN IT: ---SUBDIVISION:---------
"v i
ACCOUNT NUMBER:-_096/sa-----------
METER SIZE: 4�
f- ---------
I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE
ADDRESS. I UNDERSTAND THAT I WILL BE BILLED IFOR TEMPORARY
CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER
UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE
METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL
PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER.
2 D-1
Ti-OF- H�-NHH--B(EgACH -------------
0Fp^RTVM1VY"M4ffffrDING PERMIT NO., 9714
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB 2 A
Date may 11- '19 88 my 20 mi
Valuation$ —Fee$ 76.50
This perrait not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
J D VAUGM & SONS
This is to certify that
has permission to "all plimabing
Classification New Residential Zone RS 1
Owned by B.E_ Meh1hoff
Lot Block 11nit TTJ S/D_ 0Ce_%ZK21,k
House No. 2319 Oceanforest Drive Went
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
011 4 0. 0 Building material,rubbish and debris
z-f from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
tractor or owner.
'4
BUILding Official.
FOR OFFICE PERMIT DATE CO1kRA
USE ONLY NUMBER _�OR
PLUMBING
ELECTRICAL
SEWER
WATER
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING .PERMIT
JOB LOCATION ,�Jlq Coja,4
PLUMBING CONTRACTOR j-
LICENSE NUMBERS OrOD 23oo )0
OWNER Ite'l
BUILDING CONTRACTOR -'�)'IM Aff hef-c-51
TYPE OF BUILDING— I-e5l'ole"7ce-
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
WASHING MACHINE
CLOSETS ,"-4
FLOOR DRAINS OTHER
TOTAL FIXTURE COUNT
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
DEPARTMENT OF BUILDING PERMIT NO.- 9713
CITY OF ATLANTIC BEACH,FLORIDA
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date tLax 1
19
16.0'0
Valuation$ —Fee$_l
This ptnuit not valid until above fee has been paid to Qt�Treasurer,and is
subject to revocation for violation of applicable provisions of law.
This is to certif� that WILLIAMS & SONS
has permission to x install heat/air 7t,51, IA 6117�9
.00CA C
7 5 4 1A 9/17/31
Classification New Restdentizql —Zone—RS
Owned by B_E_ Mehlhaff
Lot 6 Block_Unit III _S/D Oceanwalk
House No. 2319 Oceanfor"t Drive West
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 01 4 1-0 0 Building material,rubbish and debris
Z_f from this work must not be placed
L in public space, and must be cleared
up and hauled away by either con.
t;aCtor or owner.
Building Official,
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
AW
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC SFACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT —cid-IN NUMBER
IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address: .9--3 1 )4, IA/
LOCATION
OF Intersecting Sfreets: Between And fic?k
BUILDING
Sub-division
II. IDENTIFICATION — To be completed by all applicants ,
In consideration of permit given for doing fbe wori as descr;6ed in the abrve staierrrem+ we herelay agree to perform %aid worlt in accordance
with the atfachpd plans a"d specifications which at" a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good.prectice listed therein.
Name of Mocha icale onfractors
Contractor (Prin"t) Aast*r P,,k 0 0 K.2-2_7
Name of
hoperty Owner
t"Z1of Own r signature of
0111od Aq:n# Archif*ct or Engineer
,Ill. GMRAL INFORMATION4
A, Type of heating fuel: El.
IS OTMER CO"STRUCTION BEING DONE ON
THIS BUILDING OR SITE?
0
1=c(3 LP C) Natural C) Coattel Utility i
IF YES, GIVE NUMBER OF CONSTRUCTION
0 on PERMIT Aj I it
Cj 0111sor —Specify
1V,'MKNMrQAL IPUIPMONT TO 66 INSTALLO NATURE OF WORK
(11104vkle o6wiplerte Not of components on beck of this fort0r) eu 1 dential or F-1 Commerciat,
Most C) Speft 0 Rece"W V Contmi 0 Flom ow Sul Iding
Air CoadMoni"t 0 Room �(Central Existing Building
�_h!L"ZPA 0 1:1 Replacement of existing system
Dvct 11rvow": Materrie IVIU Thick"'_�
MakIffluan IQ402 c.f.m. I�L NeWinstallation(No syttern previoustj Instatled)
C) Extension or add-on to existing systBM
ket"I"retion
C] coollarg tMer: Capacity 9.pj,. 0 other — Specify
C3 Fire ql%inklers: Number of h**dL—
(3 Ele%%for C3 Monlift 0 EmIato ounow) THIS SPACE POR OFFIM US ONLY
C) 0400no Pumps —(number)
13 T*1116 .(number) Reffloris
(3 IN oontal"rs .(number)
Po"M* Aplism"d
0*4r spm* Paptnif F**�
UW ALL EQUIPMENT
AS CONN11OMNG AM UFRIGERATION EQUIPMENT
C21"ty Apim"ne
NUDiberlunits Description Model Number manufacturer (TOM) Agency
F-PPA 03CISAT 7
BUILDING, PLANNING ANDj'ZON.-) NG INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested:
Building Contractor: Pelkey Builders
Building Permit Number: 9712
Address: 2319 Oceanforest Drive West
Legal Description: Lot 6 Unit III Oceanwalk
Improvements to the above described property have been completed
in accordance with the termo of the permit arid is certif ied to be
ready for occupancy as Single Family
Lowest Floor Elevation: 9,751 ---- ----------
required as built n/a
Sales Tax Certificate: ----
date submitted
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY:
Fire Chief --------------- ---------------
Public Works
--------------- --------
Planning Director 2/-rA--
--------------- -- -------
Building Inspector
BUILDING AND ZONING INSPECTION DIVISION
z CITY OF ATLANTIC BEACH, FLORIDA Z C)
ELECTRICAU 'PERMIT 42
Date —Fee $ Permit No.
LU
Location 23!4A go
Between and
This is to certify that
wl"D 11118mc jaw Gat"19 Cc
(Electrical Contractor) (Master Electrician) L16 E
3'..
has permission to install Electrical Construction as described herein in
Lu
accordance with the provisions of the Electrical Code and regulations U
z
of the City of Jacksonville, and subject to the information shown on the Lm
application, drawings and -specifications which are made a part of this 3:
permit. t
for PBUM MUM 9 ---1 4
LIM
Type of work: TW !NA
SERVlCE*Wg&ACt*r 4/9,, 20 &1p. *I=
witeb or tr*aksr 60 mp, tpk 30 230 volt mbl�4
Feeders: *
Outlets: 0
Receptacles: tu
Switches:
Incandescent:
Fluorescent:
Appliances:
Air Conditioning:
Motors.
Transformers:
Signs:
Miscellaneous-
'IF NO WORK IS DONE UNDER
THIS PERMIT DURING ANY SIX ISSUED BY:
MONTHS PERIOD, PERMIT Electrical Inspiciion Supervisor'
BECOMES VOID.
1W
CITY OF ATLANTIC BEACH, FLORIDA
J-1395
Approval bV APPLICATION FOR ELECTRICAL PERMIT
June 8 88
VC THE CHIEF ELE ICAL INSPECTOR: DATE: 19
CTr
411PORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
14EREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Untied Electric Company k=::4y�
UJURICAL FIRM: MASTER.ALECTLRICIAN 66NATURK JO
NAME Pelkey Bldrs ADDRESS: 2314-2 Oceanforest Dr .A'FD-BOX-
BLDG.SIZE BETWEEN:
RES.( A APT.( COMM.( PUBLIC I I INDUS.I I NEW(X) OLD( REW.
ADDITION TRAILER ( I TEMPA SIGNS ( _SO. FT.
SERVICE: NEW(30 INCREASE ( REPAIR ( FEE
'gTuo_(eo x
AMDUCTOR SIZE 4/0 AMPS COPPER I ALUM.
*ATCH OR BREAKER 60 Amps 1 PH 3WI 23POLT 3able RACEWAY 10 .00
�WSIST.SERV.SIZE, AMPS PH W1 VOLT RACEWAY
MEDERS NO. SiZ E I IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 AMP 31,1*0 AMf6d
SWITCHES
INCANDESCENT
PLUORESCENT&M.V.
0-100 AMPS. I OVER
FIXED
APPUANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
9�NDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0
H.P. V I H.P.
MEORS OLTAGE PHS No. VER VOLTAGE PHS
,,!RSCELLANEOUS
AOW Aft� 000004
DEPARTMENT OF BUILDING 3,)6
CITY OF ATLANTIC BEACH
% ftiftl i ?jV013xi� )' i"011
I ft J"�' tj f,k t
A 11 14T f. (A Of I i
I i T 1 14
WJ�A-. A�l I l,v'?' Y"p
fl'�4 A 1-
�4 fl. f-31, E
200 A tl T,
t
f,fe 11 ' '1
i
T 1,
''A f,
I I IT N
NOTES:
NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING
PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE
CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER.
"FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR
VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLANTIC,,BEACH BUILDING DEPARTMENT
By:
DEPARTMENT OF BUILDING 10087
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB 01*00 T
9 19 QocxT
Date 9-19- 19 88 6 12 7 2 1 A 9/19/83,
0,10CAC
Valuation$ 17,000.00 Fee$ 81-00 15)2 7 Ell I A 9/19/8
This perrait not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation Of applicable provisions of law.
This is to certify that Surfside Pool
has permission to
Classification . Residential Zone RSl__
owned by Pelky Homes Builders
Lot 6 Block 3 S/D 09--maxalk
House No. 2319 Oceanforest.Drivewvd�
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 01 4— 1-0. 0 Building material,rubbish and debris
_zI from this work must not be placed
in public space, and must be cleared
up an4 hauled away by either con-
owner.
E C or
In'g offid
FOR OFFICE PERMI
T DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
PLANS REVIEW CHECK LIST
Address Owner
-------------------
Legal Description_56a Contractor
License Number--X�- �4-3ALav
License on File YES NO
Section 24-101 * Zoning aRgMIStions
Zoning District-A"4- ------ Proposed Use
Required Lot Size f-16j- X
4J Actual Lot Sizei-- /f:
Setbacks Required Provided Section 24-17
front 4Y CORNER LOT INTERIOR LOT
rear Flood Zone-----Jq- 7--------
side-1 T- 5 /0
side-2 Required Elevation 917,51'
Max. Height Alloved___VZh11, ---- Proposed Height...........
Section 24-82 * Minimum Lot Coveragg
Required Heated Area ........ Proposed Area.............
Section 24-161 * Offstreet Parking
Number Spaces Required....... Spaces Provided...........
Section 24=g2 ± PMpjjqgtg PM114jagg
Is there a similar building within 5001 of proposed building?YES NO
Utilities
---7er and sewer service is to be provided by:
Buccaneer Utilities
----- City of Atlantic Beach Utilities
----- Private Source SEPTIC TANK WELL
Plans Reviewed by:................ Date
-------------- ----------------
Building Permit #_JQU-j--- ISSUED DENIED
CITY OF ATLANTIC BEACH
APPLICATION FOR POOL PERMIT
Job Address
Uk))
Lot # Co # Subdivision 06,C-4,&j lklnl�k—
Owner &IL,
Address -72L
Contractor SeoTr
Address
,o
License Number--k)p"--b0"v)2-q9
Valuation $ oo C3 Gallons—
SITE PLAN
front
Fl-
(D (D
rear
Signature Owner
Date
Signature Contractor a t
OCEANWALK
PROFESSIONAL ADVISOR'S REVIEW
LOT NO. 6 UNIT NO. T T T
OWNER -MR A MRs MFUNwou PH ON.E NO.
ARCHITECT PHONE NO.-
CONTRACTOR PELKEY HOME BUILDERS PHONE N 0.
ITEM FOR REVIEW RECOMMENDATION
T,61�'OGRAPHIC SURVEY
TREE SURVEY
DRAINAGE PLAN
SITE OLAN
FLOOR PLAN
BUILDING ELEVATIONS POOL SUBMITTAL
LANDSCAPE PLAN I COST
SWIMMING POOL
WINDOWS DOORS
COLOR SELECTIONS
MATERIAL SAMPLES
COMMENTS .
PROVIDE LANDSCAPING AS SHOWN ON POOL PLAN.
RECOMMEND APPROVAL OF POOL
SCREEN ENCLOSURE IS NOT APPROVED. SUBMIT DRAWINGS FOR APPROVAL PRIOR TO
COMMENCEMENT OF CONS M CTION OF POOL ENCLOSURE.
12 Ll,
Apt, �Iqee vcl_
livi.ic,6g4 9,g c,
PROFESSIONAL ADVISOR 11 Alin iooa
Address )3
Heated Square Footage @ $ per 'sq ft = $
@ $ __�_per sq ft. =
Gara,,,,e/Shed
Carport/Porch @ $ per sq ft =
Deck @ $ per sq ft =
Patio @ $________per sq ft = $
TOTAL VALUATION:
EL
Total Valuation ist $ wo
,?, DO 1)� 0') 5, 00 ____
Remj.�fider Valuation '$-T.,5oper thousand or
portion thereof
--------------------------------------------I Total Building Fee $
ADDITIONAL PERmITS and/or FEES REQU + �2- Filing Fee $
Fireplaces @ 15-00 $
Mechanical
BUILDING I PERMIT FEE 0
Plunbing
Electric/No,7 UNDER-ROOF @1�/1000sq.ft -------------------------
FLOOR SPACE I
Electric/Teffp BUILDING PER�aT $ 00
Septic Tank
Well WATER =R CHARGE, $
&dmning Pool SEWER IMPACr FEE $_
WATER IMPACT' FEE $
Sign 'taSCELLANEOUS $
Water Connection $
Sewer Connection $
Water Meter
Elevation Certificate GRAND TOTAL DUE $ 0
----------------------------------------------------------------- ----------------------------
CALCULATIONS and/or NOTES
UTILITY SERVICE AGREEMENT
(Water and Sewer)
THIS AGREEMENT entered into this 11th day of May
198 8 , between the City of Atlantic Beach a
Municipal corporation, hereinafter called "City", and
Pelkey Builders , a
corporation, its successors and assigns, hereinafter called "Developer".
W I T N E S S E T 11
WHEREAS, Developer owns land in Duval County, Florida,
more particularly described as Lot 6 Unit III Oceanwalk
refer to acreage, plat engineering
2319 Oceanforest Drive West
drawings, or legal description as Exhibit A
and
WHEREAS, Developer plans to develop said land by constructing
1 buildings,' 1 residences and/or other improvements
thereon consisting of* * , - 'Single Family
and
WHEREAS, City is the owner of water and sewage treatment plants and
water distribution and sewage collection systems in the vicinity of the
property described above; and
WHEREAS, Developer desires that City provide water and sewage
collection service to said property and City desires to furnish same;
and
to them and to their occupants water and sewer service subject to all
terms and conditions of this Agreement; and
WHEREAS, in order to provide water and sewer services to Developer
it has been or will be necessary, for City -to enlarge and expand its
offsite water and sewer plants and facilities and it is the desire and
intent of Developer to contribute financially to the costs of building
such additional offsite water and sewer plants and facilities and to
reserve capacity in City's water and sewage treatment plants so that
City can provide service to the Development without imposing a burden on
its existing customers;
NOW, THEREFORE, in consideration of the premises and other good and .
valuable considerations and in consideration of the mutual covenants and
conditions hereinafter contained, subject to any necessary approval by
other governmental agencies having jurisdiction, it is agreed by the
parties hereto as follows:
1. Developer agrees that City shall have the exclusive right to
furnish water and sewer service to the real property described above and
hereby grants to City .this exclusive right to provide water and sewer
service for all uses within all structures now or hereafter constructed
on the real property described above.
2. City agrees that after Developer has connected to the systems
of City, City will provide at its own cost and expense, water and sewer
service to Developer's property in a manner conforming to the reasonable
requirements of public or governmental agencies or parties having
jurisdiction over City's water and sewer operations; provided, however,
that such service shall be in accordance with other provisions of this
Agreement, including City's rules and regulations and rate schedules.
3. In the event that Developer or assigns falls to complete
construction of all improvements required to be built by Developer and
Agreement under this provision, City reserves the right to negotiate
with Developer a new agreement for any additional sums to be paid by
Developer to City as plant capacity and s.ervice availability charges,
fees or other charges based upon increases in the cost of living and/or
such other factors as relate to the cost of supplying water and sewer
service.
4. All taxes or charges imposed upon the property described above
by any governmental entity or agency shall be paid . by Developer except
such part thereof that has been deeded to the City in accordance with
tho terms of this agreement.
5. The rates charged by City for water and sewer service shall be
in accordance with its rate schedule which shall be subject to change ,
from time to time
City shall havo tho right to deteimine reasonable meter size
and location.
6. Developer will grant to the City, at Developer's expense,
adequate easements for water and sewer lines, for access to lift
stations and water stations and related appurtenances. Said easements
shall be transferable. Developer will also furnish title evidence
satisfactory to the City that said easements are superior to mortgages
or other interest in the land, and Developer shall cause any such
mortgages to be released or subordinated to said easements. Easements
will also be furnished to provide for onsite water distribution lines,
including meters and sewage collection lines. Sites for lift stations
and water stations and related appurtenances shall be conveyed by
warranty deed in fee simple by Developer . to City. Developer will
furnish City a warranty deed, title evidence satisfactory to City and
any releases from lien holders for any sewage pumping station mid
to said state road right-of-way. Developer shall further grant to the
Ci ty, its successors and assigns, the exclusive, perpetual right,
privilege and easement to construct, reconstruct, operate, maintain,
repair, replace, improve, alter, remove, relocate and inspect water
transmissions and distribution mains, sewer collection mains, sewer lift
stations, pipe lines, lateral lines, valves, connections and appurtenant
equipment over, across and under the Developer's property, -including the
right to ingress and egress to eacl.i of the building sites on Developer's
property which are served by City. All such easements shall have a
.width which is acceptable to the City.
7. City does not guarantee an uninterrupted supply of water,
or water at any particular pressure, and reserves the right to shut off
the water in its main at any time for the purpose of making repairs or
extensions of for providing temporary or emergency water supply. City
will not be responsible for any damage caused by low pressure or
interruption of service. Neither Developer nor any of its successors or
purchasers shall discharge into the sanitary sewer system water from
"non-domestic" drains including without limitation swimming pools, air
conditioning condensation lines, cooling lines or other discharge from
any type of equipment. City shall not be obligated to furnish any water
or sewer service to any building which is built on Developer's properiy
to which the City does not have access. The Developer hereby agrees and.
warrants that the City will not be held responsible for flooding
problems which may result from the failure of sewer line back flow
preventor valves on Developer's property. The Developer hereby agrees
to hold harmless and indemnify City for all costs and damages resulting
from flooding due to .back flow preventor valve failure.
B. The construction and design of all facilities to be
Developer or its contractor. Developer will pay the cost of all such
construction. The Developer's engineer shall incorporate into tile
Developer's engineering design, plans and specifications the applicable
standards and specifications of the City.
9. A. If the Develop er modifies his development plans for
Developer's property which would require greater water usage, greater
fire flows, additional water facilities, greater sewage flows, or
additional sewage facilities than tile water and sewer demands previously
approved by the City, then the Developer must obtain approval by tile
City for the construction of such additional water or sewer facilities
which shall meet all City and governmental design requirements. The
Developer shall pay all additional contributions and fees as may be
authorized by the City's* service availability policy which is ill effect
on the date said new agreement is executed.
B. In addifion to paragraph 9A above, any other change order
between Developer and its utility contractor issued after City approval
of original plans must be approved by the City before the change order
is put into effect.
C. City shall have the right to review the systems design
drawing and specifications to ensure that they meet the requirements of
the City. The systems design drawing and specifications are to be in
accordance with the City of Atlantic Beach requirements unless otherwise
.specified by City or its engineer.
V. Tile City also reserves tile right to approve the utility
contractors to which construction bids are sent by Develo er as well as
p
the contractor to which the award is made.
E. A representative of City or its eiigineers will be tile
.inspector of the project along with the Developer's engineer, but City
absolute and exclusive owner of the facilities of said water and sewer
systems whetber located oil, under, above or outside of tile property
described and regardless of who may have installed or constructed same
to the extent described below:
A. All water mains, pipes, valves and fittings and
appurtenances up to and including all meters shall be dedicated to and
will be owned, operated and maintained by City.. All water pipes oil tile
customer's side of the meter shall be owned, operated. and maintained by
the customer or its assigns.
B. All sewer mains, manholes, pumping stations, force mains
and appurtenances, including service pipes in public right of ways and
dedicated casements, shall be owned, operated and maintained by the
City. Except as provicied in paragraph 9C. all sewer lines oil the
customer's side of the property line shall be owned, operated and
maintained by the customer or its assigns.
C. With reference to any blanket easements for multi-findly
projects such as apartm ents, mobile home developments, condominiums and
PUD's or for commercial developments, all water mains to and including
the water meter, all sewer mains, force mains and manholes in such
blanket easements over private property allowing utility operations
shall be dedicated to and shall be owned, operated and maintained by th�
City except that tile full length of sewer services from the sewer main
or manhole shall be owned and maintained by the customer. All such City
lines shall terminate with a manhole.
1). By these presents, Developer hereby transfers to the
City, the title to tile water distribution and sewer collection systems
to be installed pursuai it to this Agreement, such . conveyance to take
effect without further action upon the completion and acceptance by City
11. Developer shall pay .the City upon. execution of this Agreement
tile sum of 10� per water connection per
equivalent residential connection (ERC) as an advanced deposit to cover
engineering, plan review, inspection, test, legal and administrative
expenses of City in connection with this Agreement. Developer shall
also pay to City upon execution of this Agreement the sum of
io� per sewer connection per ERC as an advanced
deposit to cover engineering, plan review, inspection, tests, legal and
administrative expenses of City in connection with this Agreement. The
charges for engineering and legal expenses and for engineer's inspection
and plan review- fee for non-residential units shall be based upon
estimated cost to City Actual cost will be determined and a refund or
additional charge will be made for the difference between the advanced
deposit as calculated above and actual costs.
City agrees to provide water and sewer service . to the
Developer's property in consideration for plant capacity charges, fees
and other charges to be paid by Developer as follows:
A. A water plant capacity charge at the rate of
$20.00 per fixture unit. Such charges shall be due and payable as
provided in paragraph 12.
B. A sewer plant capacity charge at the rate of
onethousand thi-rty, five dollars (s 1,035.00 ) , per single
family unit. Such charges shall be due and payable as provided in
paragraph 12.
C. A sewer p I ant capacity charge for any commercial
customers on the land as described above at. the rate of
D A meter installation fee to cover meter cost and meter
�istallation (but not including curb stop or meter box) according to the
City's service availability policy at the time of installation which
$8S.00 per 3/411 x 5/811 meter
currently is
E. If available, construction water will' be charged to
building based on metered usage in accordance with current rates.
F. Hydraulic share of main extensions - payment or refund.
1. Developer recognizes that water or sewer utility
service to the Developer's property.. is provided by the use of a m�ill
extension and other improvements constructed by a prior developer and
that Developer is obligated to refund a said prior developer Developer's
share of the cost of said main extension or other improvements.
Accordingly, Developer shall pay its pro rata share of the cost of said'
main ext6nsion or other improvements to City. Said pro. rata share shall
be based on Developer's percentage of the hydraulic capacity of said
extension or other improvements. For the purpose of this Agreement, �)Je
cost of Developer's said hydraulic share shall be $
payable upon execution' of this Agreement.
2. With respect to utility facilities installed by
Developer to which future developers connect directly, and -in
consideration for monies expended by Developer toward said facilities,
City shall refund to Developer, or Developer's successors or assigns,
solely from monies collected from said future developers, said future
developer's pro rata share of the cost of said facilities. Said refunds
shall be calculated on the basis of the liydraulic capacity and demand of
said future developer whenever feasible. The refund obligation of City
hereunder and the benefits to Developer related thereto shall expire-
at a cost of $
12. All charges to Developer shall be paid by Developer to the
City in accordance with the following formula and procedures:
A. The advance deposit for engineering, administrative and
legal fees and the inspection and plan review fee upon the execution of
this Agreement, a total of
and
B. Water plant capacity charge upon the execution- of this
Agreement, a total of $650.00
and
C. Sewer plant capacity charge upon the execution of this
Agreement, a total of $1,035.00
and
D. Meter installation fee according to the City's service
availability policy at time of installation which currently is
$85.00- Per -3/411 mete-r
upon
application for hook-up of individual lots, apartments, multi-family
lots or units; and
E. Construction water based on meter readings in accordaii.ce
with City's rate schedule; and
F. Hydraulic s.hare payment, in accordance with paragraph
IIF-1 of this Agreement upon execution of this Agreement, in a total
amount of '$ and
G. Service availability charges and other additional aids in
construction in accordance with paragraph 11G of this Agreement in a
total amount of -$ . . . . . . . . . . . .
.. .. . .... ...
13. City agrees to connect individual buildings and structures on
the developed property upon application by �he builders, plumbers or
individual owners subject to the operating rules and regulations of the
City and payment of all fees and charges in effect on date of
application and compliance by Developer with all provisions of this
Agreement.
14. The charges, costs and fees for any separate emergency fire
protection water systems. for subject project will be subject to
negotiations between City and Developer. If bu'ildi ngs of more than two
stories are a part of the project, Developer shall furnish at its
expense water pumps and other appurtenances as necessary for pumping
water above.
15. All plant capacity and service availability charges, fees and
.other charges as outlined above are based on normal domestic sewage
defined herein as coniaining not more than three hundred (300) parts per
million biochemical oxygen demand or three hundred (300) parts per
million suspended solids. Whenever water which contains more than these
amounts is to be admitted to the sewers, both the City and the pollution
control agencies must specifically agree to the connection. An
additional charge will be calculated in direct proportion to strength at
seventy-five cents ($0.75) for each part per million of either
biochemical oxygen demand or suspended solids over three hundred (30U)
parts per million. All such connections shall provide for a suitable
point for the waste to be sampled by the City or the regulatory
agencies. An additional cha.rge equal to the pro rata share of any
additional sewage treatment plaj,it costs above ninety percent (90%)
treatment, and of the cost of any additional required outfall pipes to
may be required by city.
subordinated to the terms of the Agreement and easements required herein
prior to any acceptance of the iacilities by the City*.
17. Upon application by owners, builders or their authorized
representatives, the City agrees to connect the requested dwellings or
structures on the said property at no additional connection fee (i.e. ,
in addition to those provided for above in this Agreement) , but subject
to the continuing operating rules and regulations of the City including,
without limitation, the periodic payment of the water usage and sewer
usage charges in effect on the date of such application or thereafter
reflected in the City's rate schedule.
18. This Agreement shall be binding upon and shall inure to the
benefit of the Developer, City and their successors and assigns.
However, in the event the Developer has not paid and delivered to the
City the plant capacity and service availability charges, fees and other
charges provided to be paid to the City by Developer under the terms of
Jhls Agreement, and all easement and conveyances required by this
Agreement, then this Agreement shall not inure to the *benefit of the
successors or assigns of the Developer.
19. It shall be the responsibility of Developer to locate for
builders any water and sewer taps or lines necessary in conlunction with
residential or commercial construction.
20. Unless the damage to any onsite improvements. are the result of
the negligence or willful act of the City, its officers, or employees or
authorized agents, the owner or Developer of such property upon which
the damage occurs shall be responsible for the payment to the City of
such damage to City's property in.cluding all necessary and reasonable
repairs which must be made by the City or independent contractors
annnnoct 1-tv thn ri- 1�v fn affor-f- citrh rotin 4�r
prior hereto, for the payment of such necessary and reasonable costs and
expenses for effecting such repairs and restoration to such onsite
facilities located upon the owner's or Developer's property. Notice of
such lien or claim oil lien describing - the real property and tile amount
owed may be filed within ninety (90) days of the date from tile last date
upon which any such repairs or restoration were made by the City or its
authorized representatives. Thereafter, the City shall be entitled to
bring an action for the foreclosed under the laws of Florida.
21. Prior to final acceptance of the utility and other public
facilities improvements by tile City the following requirements must be
met at Developer's expense:
A. If tile property is platted, one copy of t.he recorded plat
shall be furnished to tile City. '
B. "As built" drawings of utility improvement shall be
furnished one week prior to final inspection. "As built" drawings shall
be certified by a registered engineer with the cost being borne by the
Developer. Two mylar and three printed copies of said drawing shall be
furnished to City.
C. All lot corners . shall be properly marked so that utility
company or its engineer can, upon receipt of "as built" drawings, verify
the marked water and/or sewer services as to location and depth. III
addition, for purposes of locating and protecting installed service
lines and valves Developer or his contractor shall mark each service
line and all valves with an eight (8) foot pressure treated wooden post
in the manner as shown on the design drawings and specifications.
Developer's contractor is required to install curb stop, meter box and
Yalve box on each water service and valve as shown on design drawings.
All water nild -.Pwpr c:Prv4-,--e --1
irrevocable letter of credit, tile terms of which will indemnify and save
harmless the Citj from any loss, qamages, costs, claims, suits, debts or
demands by reason of defects in the workmanship or materials used in tile
facilities discovered within a period of one year from and after the
date of acceptance by the City of the facilities. .
F. A Bill of Sale for facilities from the Developer to City.
G. Conveyance of easements as required under this Agreement.
H. A deed for any aji4. all land on which lift stations or
water stations or othe.r improvements if required by City. .
1. The title evidence, mortgage . releases and mortgage
subordinations as required in this Agreement.
J. For onsite and offsite construction provide City an
accounting of the actual costs (schedule of values) and releases of
liens from utility contractors in such detail as the City requires.
K. City shall have the right to refuse to accept title to
Developer's construction uptil Develo erls construction has passed
certain tests, including, without limitation, closed circuit television
inspection of the gravity sewer lines, witnessed by a CI ty
representatIve, to determine whether t1je Developer's construction is
constructed in accordance with the approved engineering plans and
specifications. Said tests may be performed at -least three (3) times:
the first test upon completion of the system; the second test upon
completion of all building, roads, paving, drainage, and all
construction within the right-of-way easement area of adjacent areas. A
third test shall be required if the City deenis It itecessary within a one
(1) year period after acceptance.
L. Letters of acceptance from' the appropriate regulatory
aRency for the water and/or sewer system, are rpniiirod
22. All notices that may or must be given under this Agreement
shall be in writing and shall be valid if mailed , by United States
registered or certified mail, postage and charges prepaid from addressed
as follows:
To Developer.:
To City of Atlantic .Beach
City Manager
716 Ocean Boulevard
Post Office Box-25
Atlantic Beach, Florida 32233
IN WITNESS WHEREOF, the parties hereto have executed this Utility
Agreement the day and year first written above.
Signed, sealed and delivered
in the presence of:
(��eeloper Witness
City 0 Atlan—ek- B Witness
IST COURSE:Apply a full shingle at the lower left corner of the (HIMNEY FLASHING
rc�f Make the lower edge and left edge he flush with the edges of the
starter course(figure 13-12).
2ND THROUGH 5TH COURSES: Metal Step Flashing
CAUTIONI Failure to follow instruction steps 1-5 below will bring
joints too close together and may cause unattractive patterns! 7
2"(50 mm)
Minimum (180 mm)
1.Cut 55/8"off the left end of the first shingle and save this piece for -T Minimum*
later use.Apply the 331/8" (343/8"for Landmark n)long piece over 3"(75 mm)
and above the first-course shingle,Leave the bottom 55/8"tab portion Minimum
of the first-course shingle exposed(Figure 13-12). Figure 13-13:Stepflabing minimum dimensions.
2.Cut I 11/4 1,off the first shingle of the third course and save this for *NOTE:Use 7 5/8"or more for Metric dimension and IandMark TL shingles.
later.Install the 271/2" (28 3/4"for Landmark TL)long piece over
and above the second-course shingle. Fold down
3.Apply the previously removed 1]1/4"long piece over and above the counter flashing
third-course shingle. over step flashing
4.Apply the previously removed 55/8"long piece from the second
course over and above the fourth-course shingle.
5.Install a full shingle against the right edge of each shingle in
courses one through five.
CONTINUING UP THE ROOF: Fasten
1.Beginning again with a full shingle,repeat the five-course pattern Aa/plv Flashing
To Roof
up the left rake.
Counter
2,Fill-in courses across the roof in a stepped diagonal fashion using
full shingles.Do not run courses straight across. Flashing
IMPORTANT:Do not align joints of shingles closer than 31/2"
from one another.
wo\
0
Figure 13-14.Flasbing around a cbimney.
AAA I le
Figure 13-12:Appong tbefirst 5 courses ofMeb*dimension,
Not&The Lan"ark T1 dimensions differ
128 Chapter 13 CERTAINTFED SHINGLE APPLICATOR�S MANUAL
-ddkb- 2ND TMOUGH 5TH COURSES:
ONE ROOF-OVER METHOD FOR CAUTION1 Failure to follow instruction steps 1-5 below will bring
ENGLISH DIMENSION SHINGLES joints too close together and may cause unattractive patterns!
_1445pp—
PREPARING THE ROOF 1.Cut 7"off the left end of the first shingle and save this piece for
SURFACE FOR REROOFING later use.Apply the 29"long piece over and above the first-course
• Make the surface of the old roof as smooth as possible by replacing shingle.For this and all succeeding courses,align the top edge
missing shingles.Split and nail flat all buckled,raised tabs and of the shingle to be applied with the bottom edge of old shingles
curling shingles. in the next course.Exposure of first course only is reduced to 3".
• It's a good idea to cut old shingles back flush to the rakes 2.Cut 14" off the first shingle of the third course and save this for
and eaves. later.install the 22"long piece over and above the second-
• We suggest that you apply corrosion-resistant drip edge along the course shingle.
rakes and eaves,covering the edges of the old shingles.This will 3.Apply the previously removed 14"long piece over and above the
provide a uniform and straight edge that will help prevent water third-course shingle.
from seeping under the shingle edges. 4.Apply the previously removed 7"long piece from the second
mNESTINGff(OMBINED WITH THE FIVE-(OURSE course over and above the fourth-course shingle.
DIAGONAL METHOD(-SEVENS AND FOURTEENS-) 5.Install a full shingle against the right edge of each shingle in
NOTE:Nesting is preferred over"bridgjng�'methods when reroofing courses one through five.Remember that course one shingles are
because nesting sheds water best and looks better.Nesting,as only 10"wide.
described below,is an easy application over square-tab asphalt strip CONTINUING UP THE ROOF:
shingles with a 5"exposure.if you are covering a different type or 1.Beginning again with a full shingle,repeat the five-course pattern
size shingle,you may need to cut back the tabs so that nesting is up the left rake.
possible.To do this,simply cut off the leading edge of all old shingles 2.Fill-in courses across the roof in a stepped diagonal fashion using
when they are lapped less than 21/2"by the new shingles.This permits full shingles.Do not run courses straight across.
a flat nested application that avoids lifted edges and slumps. I HPORTANP Do not align joints of shingles closer than 3 1/2 from
one another.
ONE ROOF-OVER METHOD
010�9 FOR METRIC DIMENSION AND
LANDMARK TL SHINGLES
The same method used for dean-deck application of these shingles are
used for roof-overs.Application of these shingles over English dimen-
due to the high cost of workman-
sion shingles is not recommended
ship and greater risk of worker error.
0,/
HIPS AND RIDGES
Figure 13-15.-Five-Course Diagonal,Nested SHADOW RIDGE-ACCESSORY SHINGLES
FOR HIPS AND RIDGES
STARTER COURSE: Shadow Ridge shingles have an accented shadow fine that is designed to
1.Remove the tabs and the top 2"from standard self-sealing complement these shingles.Simply fold along the pre-cut lines and
shingles,leaving 5"by 36"strips. detach individual cap pieces.Save valuable installation time compared
2.Cut 7"off the length of the first strip,apply the 29"remaining piece to cutting 3-tab shingles.
over the old first course at the lower left comer,overhanging the
rakes and eaves 1/2"if drip edge is used,or 3/4"if no drip edge is
used.
3.Continue with full-length starter shingles along the eaves FT9
1ST COURSE: Figure 13-16-Sba"Ri*e accessory sbingks dekx*easilyfi-om
1.The first-course shingles are made of full LandMark shingles with lbree-piece units to make 72 individual cap pieces.
2"cut off the bottom of the tabs.
2.Align the first-course strips with the left and lower edges flush
with the starter course,
CERTAINTEED SHINGLE APPLICAT01fS MANUAL C1wp1er13 129
,there are 24 three-piece units in each Shadow Ridge bundle, NOTE:Each cap has a layinglalignment notch at the top edge to
p ' i ing 72 individual caps that will cover 30 linear feet(333/4 center the piece on the ridge lifte,and two notches on each side
rovid
linear feet,Metric)of a hip or ridge.Each English dimension cap to indicate the correct exposure and shadow-fine placement
piece is 12"by 12" (Metric caps are 131/4"by 97/8") and features (Figure 13-19).The side notches of the cap being applied should
clipped comers on the bottom edge of the exposed portion. be aligned with the top edge of the previously applied cap.
I
APPUCATION IS AS FOLLOWS- (305mm)—
1.Apply shingles up to the hip or ridge on both sides,then trim 6' 6--
flush. (150 1 -- —omm)
NOTE:The last course of shingles should have an exposure of MM)T (15
5" (55/8"for metric) or less when the shingle cap or ridge vent is
fastened in place.otherwise,a potential water leak could occur at t
exposed shingle end joints.The figures used in this section illustrate Notch for
the application of accessory shingles over a ridge vent;application Centering
directly to the roof deck is very similar. 12"
12"1 Apply Over (305mm) Notches for Alignment to r
(305MM) Starter Shingle the Top Edge of the Previous (180mm)
Cap for 5'(1 25mm)Exposure
Starter Shingle English Dimension
97/8,
(2 m)
415/1 ' 415/16'—
(125mm) (125mm)
Figure 13-17-Apply afulf cap shingle over the starter piece, Notch for
flush with the bottom and side edges of the starter Centering
131/4' -\ / —1
2,install caps beginning at the bottom of a hip or at either end of a (311mm) Notches for Alignment to
ridge.Apply a starter piece that has the bottom 5" (55/8"for the Top Edge of the Previous 75/8"
metric)removed(figure 13-18).Fasten the starter with two nails Cap for 55/8'(141 mm)Exposure (196mm)
located about 3"from the rake edge,and I"in from each side
edge,Make sure fasteners used to apply caps penetrate at least
3/4"into or through the decking. Metric Dimension
NOTE:To assist in proper alignment when ridge vent is not used,
snap a chalk line parallel to the hip or ridge along the line where Figure 13-19:Each Shadow Ridge shingle has a centering notch and
the side edges of the cap shingles should be. two side4ignment notches to help ensure proper p&cement
3.Apply a full cap shingle over the starter(Figure 13-18),and place
fasteners at 55/8" (61/4"for metric)up from the exposed bottom 1 2-
edge and I"in from each side.Nails must not be exposed on the 05M Laying Notch
finished roof.All nail heads must be driven straight and must not X,
cut into the shingle surface.
(,25nirn)
5.(125rnm)-- I
Expo-qu, W,
Figure 13-18 InsW c*shingles at their corred exposure
and cotier 44(fasteners Figum 13-20 Ilse laying notches to center shingles on hips and
ri*es�and to locate the coriml exposum
130 Chapter 4� CERTAINTEED SHINGLE APPLICATO]fS MANUAL
Prepare a 4"Starter shingle by cutting off the lower 8"color gran-
MOUNTAIN RIDGE HIGH-PROFILE ule butt portion of one Mountain Ridge shingle.Apply the 4"starter
HIP AND RIDGE ACCESSORY piece(with sealant nearest the outer edge) over the bottom comer of
-Iqqpr- the hip or rake,or on either end of the ridge,overhanging the corner
Use Mountain Ridge accessory shingles to cover hips,ridges or or end by approximately 1/2"and bending the starter shingle along its
centerline to form into place(see figures below.)Install a nail on
rake edges. each side about 2"up from the starter shingle's exposed butt edge
IMPORTANP One box will cover 20 linear feet.To obtain and V in from each side edge of the shingle.The Wpiece that was
stated linear coverage,and to achieve designed performance cut off may be used to finish the opposite end of hip,ridge or rake.
and appearance,the directions must be followed, Including
8"(203 mm)exposure to the weather.To prevent damage to Next,apply a full Mountain Ridge shingle over the installed starter
shingles during application,they must be sufficiently warm shingle,bending it along its centerline and forming into place over
to allow proper forming. the hip,ridge or rake,flush with the bottom and side edges of the
starter shingle.install a nail on each side of the shingle 85/8"up from
FASTENING the bottom edge and V in from each side edge.
IMPORTAMP Use two nails to fasten each shingle.Nails must he
minimum 134"(45 mm)long.For the 4" (100 mm)starter shin- Continue application of the Mountain Ridge shingles along the hip,
gle,place fastener 1" (25 mm)in from each side edge and about 2 ridge or rake as shown.Expose Mountain Ridge shingles 8",covering
(50 mm)from the rake(or eave)edge,making sure the fastener aU fasteners.
goes 3/4"into the deck or all the way through.For each full Mountain
Ridge shingle,place fasteners 85/8" (219 mm) up from its exposed
butt edge and 1" (25 mm) in from each side edge.
HIP,RIDGE AND RAKE SHINGLE APPLI(ATION
Apply the primary field roofing up to the hip or ridge from both sides
of the roof and trim flush or lap over one side,not more than half
the width of a Mountain Ridge shingle.
Assure that the installed Mountain Ridge shingles properly cover hip
and ridge field shingles on both sides and the field shingles applied
along rake edges.For a rake edge installation,cut the field shingles
flush to the rake edge.Apply Mountain Ridge shingles ensuring they
fit securely against the rake board.To assist In proper alignment,
snap a chalk line parallel to the hip,ridge or rake along the
line where the side edges of the Mountain Ridge shingles
should fail.
Sealant
151
Sealant
S
4-Starter
Piece
Figure 13-2 1:Hip and?*e application.
Here's a Tip...in the winterput bip and ridge cap sbingies in your truck with the beater Mutingfor 20 minutes so the caps
don't crack wben formed. (Thanks to Mark Dutz,Ricbmond,Mi.)
CERTAINTEED SHINGLE APPLICATOI�S MANUAL Cbapter]3 131
27937 METRO GRAPHICIWACOONVILLE,FL
CITY OF
ATLANTIC BEACH No. 1413
FLORIDA
May 11 88
NAME PELKEY BUILDERS
ADDRESS P.O.BOX 72
CITY Atlantic Beach 32233
Water Impact Fee #43-343-3700 1 D,' $65K)r.pq
, .on T1
Sewer Impact Fee #43-343-5200 XWx#%.nDCKT1-
MAY 13 1963 417 $1,01-7-5.0,9/13/gf
I --
1413 .00CACC,
E 4 17 W.aOr I 3/8t
Lot 6 RXKKX Unit III Oceanwalk 10001
2319 Oceanforest Drive West
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
TELEPHONE: 249,2395 R.A
UTILITY BILL MAY 13 196,J
DATE WATER WATER SEWER GARBAGE OTHER TOT*L iial Receipt
I METERS DUrL
MAKE Cl-=
CITY CS-10- Zlq
MAIN THIS STUB
SERVICE DISCONTINUED
PAYABLE IN ADVANCE IF NOT PAID WITHIN
NO REFUNDS 30 DAYS OF DATE SHOWN