04201100 Permit File
CITY OF DUBLIN
Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 - Inspection Line: (614) 410-4680
ELITE HOME REMODELING INC.
6295A BUSCH BLVD
COLUMBUS, OH 43229
March 14, 2006
RE: Expired Building Permit
Application Number: 04-20 1 1 00
Address: 6604 BALLANTRAE PL
Project Description: SCREENED PORCH
Dear ELITE HOME REMODELING INC.:
The Building Standards Division records indicate that the above-mentioned permit expired and
that the project has not received a Final Inspection Approval.
In the event that we are in error, please contact this office immediately so that we may amend our
files and issue the appropriate Final Approval or Certificate of Occupancy.
If the project has not been completed or simply lacks a final inspection, please call the Inspection
Line (614-410-4680) to schedule the final inspections as soon as possible.
Please be advised of the following from the Dublin Codified Ordinances:
150.158 FAILURE TO COMPLETE WORK
Failure to complete the work authorized by the permit or any extensions thereof shall result in the
permit being invalidated and, if any construction has been started and has not been completed, the
applicant or owner shall be in violation of the building code.
('80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999
Please contact this office immediately (614-410-4670) so that we may assist you in bringing
closure to this project.
Sincerely,
Robert K. Price, CBO
Director of Building Standards
CC: PROPERTY OWNER
6604 BALLANTRAE PL
DUBLIN, OHIO 43016
CITY OF DUBLIN
Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 - Inspection Line: (614) 410-4680
ELITE HOME REMODELING INC.
6295A BUSCH BLVD
COLUMBUS, OH 43229
May 18, 2005
RE: Building Permit Nearing Expiration
Application Number: 04-201100
Address: 6604 BALLANTRAE PL
Project Description: SCREENED PORCH
Dear ELITE HOME REMODELING INC.:
The Building Standards Division records indicate that the above-mentioned permit will
expire on June 11, 2005 and that the project has not received a Final Inspection
Approval.
In the event that we are in error, please contact this office immediately so that we may
amend our files and issue the appropriate Final Approval or Certificate of Occupancy.
If the project has not been completed or simply lacks a final inspection, please call the
Inspection Line (614-410-4680) to schedule the final inspections as soon as possible.
If additional time is necessary to complete the project, we will be happy to extend the
permit for another six months, if you contact this office prior to permit expiration. There
will be a $20.00 fee due at that time.
We look forward to hearing from you soon regarding the completion of this project. If we
may be of further assistance, please feel free to call our office at (614) 410-4670.
Sincerely,
Robert K. Price, CBO
Director of Building Standards
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date Application No. O+' ol®l 1 O
APPLICATION FOR ELECTRICAL PERMIT
Job Address t01f~ 0 1 o l l ey\t not Parcel No.
Subdivision N-4(1 1 LV tru f-/ Lot No.
3/1 `7q 3
Owner Name ~ ~ • Q V ~ V\ Telephone,
Contractor Name G C4 5f M K o\t Ck(,. Telepho e 3~y~ q
Contractor Address 1 D o H q ya nf l l r N2 4A 60144 dq + 1 ~ % Dublin Registration No.
Residential: G~
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $40.00 -ru
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. + D
Low Voltage Systems: Square Feet
$30.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and maybe revoked at anytime upon violation of any rovisions of said laws.
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
Application Number . . . . . 04-00201100 Date 12/01/04
Pin number . . . . . . .788400
Property Address . . . . . . 6604 BALLANTRAE PL
Parcel Number . . . . . . . . 274-000489
Alternate Address . . . . . . BALLANTRAE 2-1 #128
Tenant nbr, name . . . . . . SCREENED PORCH
Application description . . . RES ACCESSORY STRUCTURES
Property owner . . . . . . . QIAN KEMING XIA YU
Contractor . . . . . . . . . ELITE HOME REMODELING INC.
Structure Information
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 40.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Qty Unit Charge Per Extension
BASE FEE 40.00
Special Notes and Comments
Match existin g grades and ensure positive drainage away
from structure.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS.
CONTACT PLANNING DIVISION 410-4600
Fee summary Charged Paid Credited Due
Permit Fee Total 40.00 .00 .00 40.00
Plan Check Total .00 .00 .00 .00
Grand Total 40.00 .00 .00 40.00
Division of Building Standards
.5800 Shier Rings Road
Dublin, Ohio 43016-1236
Phone: vrrDD 614/410-4670
ITY OF DUBLIN Inspection 1_ine: 614/410-4680
Date Application No. 64- cgD['16 0
ACCESSORY/REMODEL APPLICATION FOR BUILDIING PERMIT
Job Address &~Q 04 t l a 11 *_0 e L9. Parcel No O
:L ( Lot No. 128
Subdivision -n QPf &r
Owner Name Gion- l Telephone L ^ U 2
Contractor Name Telephone
Contractor Address (1Jal-tom ~l-- Dublin Registration Number ? /
Type of Project (mark all that apply):
? Deck ? Pool ? Addition < 1,000 SF
Screened Porch ? Hot Tub ? Storage Shed
? Remodel (including basement) ? Gazebo ? Other
ASS 46 RECEIVED
nit with this application: 1. Two copies of site plan JUL 3 0 2004
2. Two complete sets of drawings
BUILDING DIVISION
3. Home Owner Affidavit, if applicable CITY OF DUBLIN
4. Estimated Cost of Construction $ ~21(DO0
The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the
ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the proposed
change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on
this application, drawings and specifications are to the best of their knowledge, true and correct.
Signature of licensed contractor or homeowner -
Division of Building Standards Issue Date gl
Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring,
use of public property, and tents.
BUILDING COMPLIANCE EfV(;f~1F;F'R1NGC~01!?tPi.1ANCE a" OF DUBLIN, OHIO
APPROVED DUBLIN, Citv of Dublin ~ PLAN REVIEW
CITY OF DU9, OH APPROVED AS NOTED
FPPOd-03.0 y APPROVED AS NOTES
8/2000 WHITE - FILE YELLOW - FINANCE PINK - CONTRACTOR
I
CITY OF DUBLIN
Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 - Inspection Line: (614) 410-4680
Application Number . . . . . 04-00201100 Date 8/05/04
Pin number . . . . . . .788400
Property Address . . . . . . 6604 BALLANTRAE PL
Parcel Number . . . . . . . . 274-000489
Alternate Address . . . . . . BALLANTRAE 2-1 #128
Tenant nbr, name . . . . . . SCREENED PORCH
Application description . . . RES ACCESSORY STRUCTURES
Property owner . . . . . . . QIAN KEMING XIA YU
Contractor . . . . . . . . . ELITE HOME REMODELING INC.
Structure Information
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
Permit . . . . . . ACCESSORY STRUCTURE
Additional desc . .
Permit Fee . . . . 50.00 Plan Check Fee .00
Issue Date . . . . ~BWo`f Valuation . . . . 0
Qty Unit Charge Per Extension
BASE FEE 50.00
Special Notes and Comments
Match existin g grades and ensure positive drainage away
from structure.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE CONVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND AIR CONDITIONING UNITS.
CONTACT PLANNING DIVISION 410-4600
Fee summary Charged Paid Credited Due
Permit Fee Total 50.00 .00 .00 50.00
Plan Check Total .00 .00 .00 .00
Grand Total 50.00 .00 .00 50.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CONSTRUCTION
FASTENER CERTIFICATION
1999 Ohio Residential Code
Section 322.3 Fasteners
Fasteners for pressure preservative and fire-retardant-
treated wood shall be of hot-dipped galvanized steel, stainless
steel, silicon bronze or copper.
Exception: One-half-inch (12.7 mm) diameter or
greater steel bolts.
Because of the corrosive nature of the preservative treatment being used in pressure treated
lumber it is imperative that the correct fasteners be used to ensure the structural integrity of the
project. Therefore, it is the policy of the City of Dublin, Building Standards Division to require
completion of this certification, and to require that the used container for either nails or screws
which were utilized in the construction be left on site for framing and final inspections.
being the person responsible for construction at
(P nt nam
(Pent address of project)
do certify that only hot-dipped galvanized or stainless steel nails or screws were used in the
construction of this structure.
(Signature o r onsible arty) (Date)
T:\OFFICE\WP\DOCS\DOC\FORMS\Fastener Certification 04.802.doc
M
DECK SHAM
VEMXC*=r
j
New Victorian Conservatory
for
. The Qlan Family
APPROVED PLANS MUST BE ON
FOR REVIEW - 6/13 SITE FOR ALL INSPECTIONS.
PROD. MANAGER
X
SALESMAN THESE DRAWINGS HAVE
x SEEN REVIEWED FOR AND
cuENT SHALL COMPLY WITH THE
z 1999 EDITION OF THE
OHIO RESIDENTIAL CODE
I
OROS:
ELITE HOME REMODELING I 1C. Yu & Xia Qion PROJECT. DRAWN BY. DATE.
Four Seasons Sunrooms & Solariums 6604 Ballantrae PI. System 4 - Victorian Mc 6/12/04
.6295-A Busch Blvd. Dublin, Ohio 43016 SCALE: APPROVED er: DATE:
Columbus OH 43229 761-8382
PH: (614)785-6700 FAX: (614)785-6701 1/4" = 1'-0'
Ju1.14. 2004 5:31PM CARDINGTON YUTAKA No-8692 P. 3 -
5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssine@aol_com HY z7, 3013-02-S
Phone (614) 895-1922 Order No.
Survey Fax (614) 895-1949 SUR YTNG
Copsmiction Fax (614) 895-9549 SERVICES, INC.
~Ula I•
n
CERTIFIED TO M5210 P15 111.E • COUNTY OF FPANKLIN
LENDER _ Mir P.B. 98 PG.46OR.M.B. PG.
BUYER OIAN SCALE 120' DATE 9-10-02 DRN W CH .6
91N.0 87,~M' J
9~a9 931.E
~Of NO. 128
MA ANTP.A~ 5~C..2 MU I
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CITY 0 OLIN, OHIO '
ZONIN Ff .AN REVIEW
APPR VEE ¢k Nf~TEO.... a\ 29
m a_.._~£ + STONC5r0P\y
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952,7
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VON FIN / ~ LAN
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LACE 50 We We hereby cenifr that the foregoing MORTGAGE LOCATION SURVEY was prepared i ccordance with Chapter 4717- , Pi j i
°Steve
Administrative Code, and is not a boundary survey pursuant to Chapter 473.3-37, Ohio A inistraGve Codc. Tlti$ plat i,7irc d for mgrtgu~e 0S
loan and tide purposes only and is not to be construed as having been prepared for the o ner or for the use or the ,wncr for y purpo CJ -
THIS PROPERI Y IS LOCATED IN . j 3 p 'A 7313 /•p o
F=LOOD ZONE . X OM41A~QQIIIA..` /ST
S
COMMUNITY R'1NEL 390490
PAGE _"G DATE v~2-95
Start Room approx. 9" Existing Doors- ?o REM~i~?
• 0 0 x Existing endow
past left edge of existing
house wall. (And approx. 08
1 " to the left of existing Room to ba level with Existing light
WIndOW trim.) o the existing: house threshold. and outlet. 3
0
o
io QRHOU~
All Electric by others.
N ~ N
Room to be built on an GR8 o
..........................................insulated Smart Deck.......
0
3' X 31 LANDING MI
o g 7 3/4 MAX. BELOW
o = T P OF THRESHO D
; THIN 57W 1A
N (/9 1 CL
N C
U
ALL E ECTRICAL WORK WILL BE y
INST LLED IN ACCORDANCE WIT ti-
THE ATIONAL ELECTRICAL CODE.
General Notes: ::All glass to be Four /
J 3'-0' wide steps with a
1. All electric by others. s,• 6. Seasons double pane.. o~ L, handrail one side only. (See
2. Start Room 1 " to left .'tempered. (Wonder glas§~ ;a, stair and handrail details.)
of window trim and
approx. 9" past left ELECTRIC LEGEND
edge of existing house 6'-0'
wall Sliding Window
a' 4'-5 1/8"
3. Provide vertical lap -5 1/8 s -3" 8 = Electric outlet
cedar skirting with 1/2" 15'-1 1/4' =Electric Switch
gaps. =Egress Light
4. Remove existing
landing and steps.
PLAN VIEW =Ceiling Fan
ORIGINALS:
ELITE HOME REMODELING INC. Yu & Xia Qio n PRWEGT: GRAwN BY. DATE
Four Seasons Sunrooms & Solariums 6604 Ballantrae Pi. System 4 - Victorian MC 6/12/04
'6295-A Busch Blvd. Dublin, Ohio 43016 SCALE: APPROVED BY: DATE:
Columbus, OH 43229 761-8382
PH: (614)785-6700 FAX: (614)785-6701 1/4" = 1'-0"
See four seasons Exi tin
engineering data for Urban Industries insulated 1/2"0 lag screws 16"o.c., Dwelling
room specifications smart deck panels. staggered.
and anchoring.
2-1/2"0 carriage bolts Treated 2x4 ledger
SPF Interior 2x6 splines per post. (Typical) board.
at all panel seams. Room Height
Treated 2x6 rim
board.
Treated 2x10 double - °
o girders. (Typical)
Treated 44 post. °c.°
(Typical)
Exist Grade Treated 2x10 noiier-
board attached to
the house.
- v
C=C-4.a 00 A
1 •
2 WORKING DAYS
BEFORE YOU DIG
16"0 SECTION A-A CALL TOLL FREE 800-362-2764
.I' Typical OHIO UTIUTIES PROTECTION SERVICE
ELITE HOME REMODELING I C. Yu & xia Qion MiM DPAM r. DATE' g
- Four Seasons Sunrooms & Solariums 6604 Bollantrae PI. System 4 - uctorion MC 6/12/04
6295-A Busch Blvd. Dublin, Ohio 43016 SCAM OFIMM W. wre
Columbus OH 43229 761-8382 1/4'= 1'-0•
PH: (6141785-6700 FAX: (614)785-6701
Existing Dwelling Treated 200 nailer board
attached to the house.
Treated 2x4 ledger board.
t
Urban Industries insulated floor
panels. (See attached specs.) IC 1 :1
SPF 2x6 splines, 24" o.c. \ - - \ - -
at all interior panel seams.
0
Treated 2x6 splines I o o
at all perimeters. o E
Treated 200 I `n f° ~°o
double girder. I 1
i
Treated 44 post.
(Typical) I 1
16"0 piers. (Typical) I I ( Ln
i
3 1/4" (Section A-A), 3 1/4"
1 3'-1 1/2" I 3'-1 1/2" I
4'-5 1/8" 6'-3" 4'-5 1/8"
FOUNDATION PLAN
15'-1 1/4*
ORO A{S.
ELITE HOME REMODELING I C. Yu & Xia Qian PROJECT: DRAWN M. DATE:
System 4 - Victorian Mc 6/12/04 SONS`
Four Seasons Sunrooms & Solariums 6604 Ballantrae PI.
-6295-A Busch Blvd. Dublin, Ohio 43016 SC&E. APPROVED BY: DATE:
Columbus OH 43229 761-8382
PH: (614)785-6700 FAX: (614)785-6701 1/4" ° 1'-0"
U3 O
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xi in Note: Verify exact location of existing upper
w Ilin windows. Coordinate new room flashing with
existing trim.
4'-7"
Double pane tempered
glass roof. (Typical)
12 Double pane tempered
Double pane tempered 5 7/g r- glass transom. K in
sliding window. (Typical)
w I in •3
8
w
~ N
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VEWv o
i. r
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Double pane tempered L~L L_
s
glass kneewall. "
o ~
I
New Room Threshold_
XTLADING IN.
7 3/a MAX. BELO
TOP OF THRESH LLD
k handrail I one side only. (See
,I W-01WAM 15'-1 1/4" stair and handrail details.)
Skirting to be 1x6 cedar
FRONT ELEVATION with 1/2" gaps.
ELITE HOME REMODELING 14C. Yu & Xia Qian Pam: MWNer: DAM OMKMS:
Four Seasons Sunrooms & Solariums 6604 Ballontrae PI. System 4 - Victorian AAC 6/12/04 "SONS`
6295-A Busch Blvd. Dublin, Ohio 43016 SdtE: naaaovM eY. DATE,
Columbus OH 43229 761-8382 1/4• = 1'-0"
PH: (614)785-6700 FAX: (614)785-6701
Four Seasons 12 Lxtja transoms. Non etched. 5 7/8• w in
(double pane tempered) w lin
Double pane tempered
. sliding window. (Typical)
x
E s
I O ~ a,
7
~ 1 3
CL Insulated glass kneewall. (Typical)
o
LJL
o~ Threshold Height [)ECK SHALL W
VENT, MECTRWOL
OR HOW BIBS
7"-Double pane tempered
Grade sliding door. Verify slide direction.
0 'TAW
16'-10 1/4'
O
® 3'-0` wide steps with a RnF(" ~d~N.
handrail one side only. (SeKV
00
stair and handrail details.) 7 3/4 MAX. BELOW Skirting to be 1x6 cedar
TOP OF THRESHOLD with 1/2° gaps.
RIGHT SIDE ELEVATION WEED CONTFOL
6 ML PLAaT1CAM
:
ELITE HOME REMODELING I C. Yu & Xia Qian ACT: DRNM BY., DAM
System 4 - Victorian MC 6/12/04 `
Four Seasons Sunrooms & Solariums 6604 Ballantrae PI.
-6295-A Busch Blvd. Dublin, Ohio 43016 SCAU: APPS UY: aT:
Columbus, OH 43229 761-8382
1/4" = 1'-0'
PH: (614)785-6700 FAX: (614)785-6701
4 GM78T7L
4 GM78T7F
M 12 GM78T7F
1 7A6DPS-1
A„ av 1 7A6SFRT
j M I 1 7ASLDR-
I 1 AA7CS12
6 7A6WCL
k 6 7A607A-A
. 14 7A290-M,
ih
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/40
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4'-5118' ! 6'-31/16 4'-5118"
15'-11/4"
Plan
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Front Elevation
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it ;'I ~Ii,I, I ~ Y
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j 16'-10 114"
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Right Elevation j
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16'-10 1/4"
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Left Elevation
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MODEL: C4FT1517B
Frame color FS_Sandtone c
E 4-
V.Glass code Code 74 MC56/Argon/Clear i, 6 =
R.Glass code Code 78 MC16/Argon/Clear i E z O
Live load 45 z Q
d :3 t r~
Qty Code Description LL
1 4A6GB45B-42 Bars and trusses modules
1 4A6GB45B-41 Bars and trusses modules ~I
1 4A6EVE04R4B Side eaves modules
1 4A6EVE04L4B Side eaves modules
1 4A6B45EVEB Bullnose eave modules
1 4AVRT04FT Side verticals modules C°
1 4AVRBNC45FT Bullnose verticals modules o
1 4A6GB45BBN3 Bull nose gable N
1 4A6GB45BBN4 Bull nose gable o
6 CA4229 Alum. cresting 18 5/16 in z
1 CA4230 Alum. finial
2 7A999 Downspout + -
1 RK4568925U Roll of flashing
4 GM78T7LTC10 Bull nose glass traps ~ I
4 GM78T7RTC10 Bull nose glass traps o
4 GM78T7LTC11 Bull nose glass traps
4 GM78T7RTC11 Bull nose glass traps
12 GM78T7A36K Roof glass
1 7A6DPS-M74Z Sliding door
1 7A6SFRTZ Sliding door frame
1 7ASLDR-POST Sliding door post
1 AA7CS120F Extra closed sill
6 7A6WCL74S Sliding Window
6 7A607A-M74 Kick panel
14 7A290-M74 Transom o E
m
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d
a -
f
® ENGINEERING & STRUCTURAL LOADING INFORMATION
~7
1 VIA i FOR SYSTEM 4 VICTORIAN CONSERVATORIES
voLK
WITH ALUMINUM ROOF AND ROOF TRUSS SYSTEM
5005 VETERANS MEMORIAL HWY. EFFECTIVE DATE 1-01
HOLBROOK N.Y. 11741
SYSTEM 4 BX MODEL BH, ST MODEL FX, FH MODEL FT MODEL
VICTORIAN RUSS d GLAZING RAFTER ALLOWABLE EXPOSURE EXPOSURE EXPOSURE EXPOSURE
CONSERVATORY AR O.C. S.PACING BAR TYPE ROOF LOAD B C D B C D B C D B C D
MODELS (psf) (mph) (mph) (mph) (mph) (mph) (mph) (mph) (mph) (mph) (mph) (mph) (mph)
1306 2'- 6 618" 4GBA 70 200 180 160 190 170 155 190 170 155 175 155 140
1309 2' - 6 618" 4GBA 70 190 170 155 165 160 135 165 150 135 150 135 120
1312 2' - 6 518" 4GBA 70 176 166 140 165 150 135 160 145 130 140 125 115
1314 2'- 6 6/8" 4GBA 60 166 150 135 165 160 135 135 120 110 115 100 90
1317 2'. 6 618" 4GBA 50 150 135 120 150 135 120 130 115 105 110 100 90
1319 2' - 6 618" 4GBA 45 135 120 110 135 120 110 126 110 100 110 100 90
1508 3' - 0 518" 4HBA 55 190 170 156 185 165 150 180 160 145 155 140 125
1511 3' - 0 1118" 4HBA 55 165 1b0 135 160 145 130 155 140 125 130 115 105
1514 3' - 0 fi18" 4HBA 60 150 135 120 150 135 120 150 135 120 120 105 95
1517 31-05181, 4HBA 45 146 130 115 145 130 115 130 116 105 105 95 85
1520 3' - 0518" 4HBA 35 140 125 115 140 125 115 125 110 100 100 90 80
F 1 1523 3' - 0 5l8" 4HBA 30 135 120 110 135 120 110 120 105 95 100 90 80
NOTE: EXPOSUR RESIDENTIAL AREAS, EXPOULIKE C - OPEN TtKKAIN AKIZAS, LXPOS IRWE- - REAS WITHIN 150015F OCEAN
STANDARD GLAZING ,,-ALUMINUM TRUSS CHANNEL
BAR 12'-8 518" WIDE
MODELS HEAVY
GLAZING BAR 15'-1 114" HEIGHTS TO BOTTOM OF TRUSS CHANNEL (7 IN 12 PITCH)
WIDE MODELS 9'- HEIGHT MODELS
9'-1 1 1188" FH HEIGHT MODELS
9'-11 7/16" FT MODELS
12'-8 5/8" 5 FT 1306 THRU 1319
WINDOW MODELS
- 15'-1 1/4" 6 FT 1508 THRU 1523
WINDOW MODELS
C
J msrgr/
~q a umm`~ , Ewttf, `Qa,t(d¢'R of :°.^;ht• "cE r„ see
• 6 ,aa'
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m w. : ^h,•
+ ' iii r'i {e` MCE P4 "~'a
ALABAMA ARIZONA ARKANSAS CALIFORNIA ~COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO
4F 'F: adressr,>a.~ yW`y.Fnnpid ~6u~tiUrt 'sF O, ~a y'4.\ ;`K.:t.,~,,
~l'merarC 'i "rFw;[tir'• 9X~.tt~~y1Z/r*"-nS1('~"~ C: W't` y ~•Ki«i
Q•. rhroxw• rrn4Ajp\~~`` "''r ,an,op r•..E •"+puu E"''• ,.anr ..R tia-,~•'~f , n!'E
ILLINOIS MAI+YIAND MASSACHUSETTS MICHIGAN MINNESOTA
jp"WA KA SAS KENTUCKY LOUISIANA MAINE
tN Csr
•a{NU nsc ~ meNrt e~mlfty, ~td,eEt~„Mr aa'`""""';'~.:~ eQ,~. ~/SCy~ tpe M~
J: 'w;i ,'1 4•M:.r. UMI1Fx[F ~ u+rr•ru ~ 9 •e, dK
' ; nrcwta ~ a1 ~.>;,.:t rrt ~~a" r ~ s NI945 • tr>o.
1, ua ; f t~r~~ 4'+;"n=a ` `F' ~n enr 3 , 's` '+f , 'tar•Rrxt~` ~
~ai,iii~r "y,,:.0. ''ex.{s" •r'O~rni.9• FnF'pfr ...E a^~ Aatssa~' ~•,wneE• rkr rb~•n
MISSISSIPPI MISSOURI MONTANA NEBRASKA NEVADD,A' NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA
'~"cc Asa . er "aa .cam... 2~fD?xoiif• ry NOTES:
, dl. f j /ha[hExo 1 1) ALUMINUM ALLOY FOR GLAZING BARS d TRUSS
r,alssa,w n'"cM ttt r 1rn:'^" - "`r'~" :•[e ~f, ;`~I`,~~_.+. CHANNEL IS 6005-75.
r{r:+r .usrF,s 3~ wI}. • Ef nao. t ` \ '
r T ~i
~p 'F IN C1~ - ~i •a,,.,.~+• n.,, rv;: .rtF ',:rl7" f 6,i u
RTH OAt' +~e:"• ' " '~0\HC~pj ,,"F,.i~•1' ! r 2) DEAD LOAD OF ROOF SYSTEM IS 7 P.,F
NORTH DAKOTA OHIO OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO
R RITM
y~lN [.wp~~., ~r+~ NCF t~ ~ ~~S%%~,E Go. 3) THIS SUMMARY
UNIT UP TO THE CIONNECTONS TO THE EXISTING
` STRUCTURE AND/OR ANY NEW CONSTRUCTION. THE
A:; aCONNECTIONS TO THE EXISTING AND/OR ANY NEW
CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS
~ min
ip , :1.i
SPECIFIC TO EACH JOB, BY OTHERS.
SOUTH AROLINA SOUTH DAKOTA TENNESSEE TEXAS UTAH VERMONT
fit..,, 4) ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFY THAT
..er Fy ahcm,r ~ q' THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED
ff 1 3 s`~•Y mW •fC~6_ `Ntt at •t.NU .nr•
jI ~ ~ _ k ' f J floc •~E..~ci~.. ~ F+F 4'~4'y s~j ~ ~ UNDER MY DIRECT SUPERVISION AND THAT I AMA REGISTERED
{ • q°,,,'OPeyQi . S ",E 1. I PROFESSIONAL ENGINEER IN THE STATES SHOWN.
a~..'+' 1 R.~F ~,g~~C~ F` •W a'? a
~,~•tib. s rt,+.`. sp,„"~•, tsron.~ M'1.OFEMO r•oh.. s"o
VIRGINIA WASHINGTON WEST VIRGINIA WISCONSIN WYOMING D.C.
FILE: ROFENG05.CDR
A95
C/L OF BAR ABOVE
#8 x 1/2" SELF DRILLING
SCREWS AT 9" O.C. TYP.
MIN. 3/8" Q
ADEQUATE FASTENERS
BY INSTALLER(TYP.)
c~
CLOSED SILL
15/811
7/8" TO C L O F
=BAR 'HCHANNEL
FIXED WINDOW JAMB
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN 8Y:
5005 VETERANS MEMORIAL HIGHWAY DWG#:
HOLBROOK, NEW YORK, 11741 SCALE:
(PHONE) 140045 887 - (FAX) 516-218-9076 "O" '0ll 4 C- D
SYSTEM 4 CONSERVATORY WALL DETAIL DATE: 05/99
UNIT LENGTH
36 5/8" FOR 36" BAYS (93 CM) 15/8"
30 5/8" FOR 30" BAYS (77.8 CM)
3/4"
BEAUTY CAP
GLAZING CA
10-24 x 1 1/2"
S.S. SCREW -
W/ THERMAL BUSHING
GLAZING CORD
MIN. 3/8" fly
ADEQUATE FASTENERS
(BY OTHERS)
7/8" INSULATED GLASS
GLAZING BAR--
GABLE FLASHING EXISTING
STRUCTURE
3/4" SHIM \
(BY OTHERS)
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN BY:
5005 VETERANS MEMORIAL HIGHWAY DWG#:
HOLBROOK, NEW YORK, 11741 SCALE:
(PHONE) 1400533-0887 - (FAX) 516.218.9076 11-011=j.-O° 4 C-E
SYSTEM 4 CONSERVATORY NO GABLE END DETAIL DATE: 05/99
GLAZING CAP
7/8" INSULATED GLASS
EAVE CLOSURE
SILICONE SEALANT
(BY OTHERS) GLAZING BAR
EAVE TRIM
GLAZING TAPE---- #10 x 1 1/4" SELF
DRILLING SCREW
WALL BAR
#10 x 1 1/4" SELF o~
DRILLING SCREWS O
AT C/L OF EACH BAR O
~ 1/8" CLIP ANGLE EACH
SIDE OF BAR
EIGHT #8 x 1/2" SELF
DRILLING SCREWS PER CLIP
ALUM GLITTER--' (FOUR DOWN INTO EAVE
AND FOUR INTO BAR)
OPTIONAL INSULATEO
(BY OTHERS) FIXED EAVE
#8 x 1/2" SELF
DRILLING SCREWS
DRILL
1/4" TRANSOM HEAD
WEEP
HOLES
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN BY:
5005 VETERANS MEMORIAL HIGHWAY DWG#:
HOLBROOK. NEW YORK, 11741 SCALE:
_ (PHONE)1-80D 330687_(FAX)516.218-9075 6"=1'-0" 4C-F
SYSTEM 4 CONSERVATORY EAVE DETAIL DATE: 055/99
RIDGE CAP
#8 x 1/2" SELF
SILICONE SEALANT DRILLING SCREW
(BY OTHERS) ALUM RIDGE
1/4" GLAZING TAPE - COMPRESSION RING COVER
GLAZING CAS--- 1/4" x 1 1/4" SELF
TAPPING SCREW
3/8" GLAZING TAPE
7/8" INSULATED
GLASS PANEL
INTERNAL RIDGE SPLIC GLAZING BAR
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN BY:
5005 VETERANS MEMORIAL HIGHWAY 7DWZG~#:
HOLBROOK, NEW YORK, 11741 SCALE:
(PHONE) 1-600-533-0667 - (FAx) 516-21&9076 6"=l `0" SYSTEM 4 CONSERVATORY RIDGE DETAIL DATE: 05/99
#8 x 1/2" SELF
DRILLING SCREWS
ALUM CLOSED SILL
FIXED WINDOW JAMB
45° CORNER POST
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN BY:
5005 VETERANS MEMORIAL HIGHWAY pw
HOLBROOK, NEW YORK, 11741 SCALE:
(PHONE) 1-800-533-0887 - (FAX) 516-218-9076 "O'l l_O" A C_C
SYSTEM 4 CONSERVATORY 45° CORNER DETAIL OATS: O5I99
INSULATED SOLID ---UNIT WIDTH
FILL PANEL
CLOSED ALUM SILL
#8 x 1/2" SELF
DRILLING SCREW UNIT
HEIGHT
MIN. 3/8"0 ADEQUATE
FASTENER BY INSTALLER
SILICONE SEALANT
OVER ALL FASTENER
HEADS (BY OTHER) °
a °
BASEWALL (BY OTHER) d
--FOUNDATION OR DECD
FOUR SEASONS SOLAR PRODUCTS CORP. DRAWN BY:
5005 VETERANS MEMORIAL HIGHWAY DWG#:
HOLBROOK. NEW YORK, 11741 SCALE:
(PHONE) 1400.5330887 - (FAX) 516-218-9376 "O' l'_0" 4 C-A
SYSTEM 4 CONSERVATORY SILL DETAIL DATE: 05/99
A
0* ' SMART DECK INSULATED FLOORING SYSTEM
ALLOWABLE LIVE LOADS
5005 VETERANS MEMORIAL HIGHWAY EFFECTIVE DATE: 1-99
HOLBROOK, NY 11741
MAXIMUM ALLOWABLE
PANEL TYPE SPAN LIVE LOAD
DEFLECTION = U360
PSF KG/M2
FT L83 M 203 1 " 7
7 FT 2.13 M 174 849
7116" OSB 88 3`T, 2.44MI 152 742
9 FT [ 2.74 M 130 635
5 518" EPS (1 LB PER CU/FT) 10+T 3.05 M 95 464
11 FT 13.35 M 71 347
7116" OSB 't2IF7 .'3.60W 54 264
13 FT 196 M 42 205
1q FT "4.27'M :~53 e 1 T. a,,
15 FT 4.57 M 27 132
1d'FT a.ed'1M 21 ~103~• `
INSULATED FLOOR PANEL DETAILS
7/16'THICK ORIENTED STRAND
GIRDERS CAN BE BOARD TOP AND BOTTOM
SPACED AS NECESSARY
TO ACHIEVE REQUIRED \,o
LOADING
- 5-SW
2zd JOISTS AT
PANEL SEAMS 111 CU/FT EPS FOAM AVAILABLE VNTH
(NOT SUPPLIED) ALUMINUM SKIN
ON ONE SIDE
FLOOR PANEL
/ FLOOR PANELS AVAILABLE IN
LEDGERS 4'x 0' OR 4'x W. CROSS SECTION
tll i
I - - - LOCALLY ENGINEERED
UNDER STRUCTURE
GIRDER DESIGN BY OTHERS (POSTS AND GIRDERS)
. o cox ctq pF.' .C[.
A OA[C/~ Or...•..,lr, [ICE Iq M.:_._s 4. PCE
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• 11p,a°•a• uwNexu nanmaau r N. Nw 1028Y NxNt 1.
r. Oa1N14 ~Y'i_ 231 F i ~..va alw 1•r YwL01 • `4• /
EL.3aba~ `fr '6.`k[NdYaj `~s`.4„~~ f~~7.D1„O!.4r 49FX,x tyt't i(i!.pf
• •t•a ~'?n w.e``~ fPo"xi:tt w::C'• R+w.L 'niouo CF f
ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA ILLINOIS
f~[Eaarq,, `teUUOUri? `~M lYYd4 paa a"ar4• ou ~!•'r.Lti~ I......nw.. •.rr.-. ~•u
F/, L•WNLNCE `S aa1 r.~ J ~ NKM ~ ~_N'w"'•
1 (1111[! If JIaN•L~_- x•Gn1 1 ` •ta•ML[I 1rYxH ' 1 x+'i .1[:1 ~.YxL~
3 x) ` o _ ¦a a.. T x. aoa. L > ~a,.In.J~._......... xN. /
~ "s, ttiS• `'s7;~ 'n'L y .ro4 j}~'...w~n.: F '~_i f
/ - ry,MwE gH~~~O`~ .uo.I' • •ae Rawt 1yu[xW wr..rf,n YnP
IOZNA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN M;NNESOTA MISSISSIPPI
owl/ rrarr11111i G
a !a[p•E. t[xp•E, Jxxy IMA~nr l! q NCE F~ HLE~.y : 4 or„xba
E, •N.~ FONT, 4 dTE`l., }~;`.l*f~'9~ ~,.~E''t~ ~ '1t ~ Y ~.~r.' ,
4 ~ iuc~i[nE ~ 1'""~`ac,e".° EQ- E ~ • xa1r'r1 °g9~,`:'- w•IS•:.y4i 10145 y4 G DS1[ •~,/~e.~ i
Law 1332lK ~ 4.1 art L',':•.!:t,.N~~:y; 1, Ml• ? j+o.
1,>eawEd' IJ,,or•a l"C ,•l'9YNIMV,' rt ME'1° ~ ~i..'x«N.' AMftslO% ~Rlffu/"` +r'k( 115L}~ !~`o«.•~
MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA OHIO
MATERIALS:
pct r. '01" aii POLYSTYRENE CORE:
OfE ,ax( 4a'"~i144![~'~t ,~r~ • VcT'Y 4. iS v41 iaLC•f'
/ .20 pl.
~r ? 6 Y;,,, T . • TENSILE STRENGTH • 18
4 rLLxE[LCl u. n ~a .u_vw_e _ N, I ~r~L,xuo1 is ~aa lY, "s.' i ..e .SHEAR •te-22 pit.
fx„1w•tN~ e +~'•aox-_•.Tt71_. w; W LK.rc.tao ( mu - SHEAR MODULUS (GO.280.320 pal.
.1_~' r~+~` /W~/ ,•Rr4 `v~+• ru i~•,y, a r r+•"r~ • MODULUS OF ELASTICITY • 180.220 psl.
°•taw,tM ~.+,q`!iriyi~ arL \2er;u'o ktiCt ORIENTED STRAND BOARD (085):
OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO SOUTH CAROLINA SOUTH DAKOTA MODULUS OF RUPTURE • 044 pal.
MODULUS OF ELASTICITY • 723810 Pal.
SERIES ADHESIVE:
[-77 fs 'iya f" xy'~ .;L-E Cr Es MOR-AD M"
? +~ry 'titi . fO"w~~ } ,t " -4 .p • TENSILE SHEAR BOND • 30 psi.
NOTES:
,1) DEADLOAD: 13.5 paf• PANEL CONSTRUCTION.
/ w.er LNOr. Ii q urJBilrtt aw.
~R•Jy~
OPa MSIi i R9O j~.~•~:~"~, .;•san°MC fA:%'b-.S G
1~+~4Vr~' L»' 4S''.~yn.A w+,~' • ~ tx b;y r+"° JSioN~%' ~ Z ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFY THAT THESE
.`'w ':'atT::- 'a..at. SRO, .x• QU
SPECIFICATIONS HAVE MY
TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WESTVIRGINIA ENGINEERING BEENPREPMED UNDER DIRECT
SUPERVISION AND THAT I AM AM A A REGIS REGISTERED PROFESSIONAL ENGGI NEER IN THE STATES
~nLOrtW ! . SHOWN.
1E0
mati j
`Lh,f
•eb E F"0~ 1j'1'OYIn~
WISCONSIN WYOMING
FILE: FLORENG1.CDR
P151
SMART DECWm
t; }
a
{ DEAD LOADING OF FLOOR PANELS = 5 LBS SO/FT. INSULATED FLOOR PANEL DETAILS , . NAIL OR SCREW
I (FLUSH)
FLOOR PANELS AVAILABLE 4' x 8' OR 4' x 16'. 4'-0" t
FOR PANELS WITH ALUMINUM SKIN USE PART No's ANEL WIDTH
7W6FIE4X8 OR 7W6FIE016 AND FOR PANELS
13/1 'TO 7/8"
71
WHITHOUT ALUMINUM SKIN USE PART NO'S
7N6FIE4X8 OR 7N6FIE4X16. I; - ON B TN -SIDES
PERIMETER
SECTION A FLASHING
~ BV OTHERS)
\ FACIA 1 x 6
{BY OTHERS
\ 6" MAX BOTH SIDES)
OJOINT
LEDGERS • • c 2 x 6
(BY OTHERS)
(SEE* Io 0 SECTION B
INSULATED
RCOTE) SECTION C FLOOR PANEL SECTION A I
GIRDERS OPTIONAL ALUMINUM SKIN ON UAIOER SIDE WHEN
i (SEE NOTE) LOCALLY ENGINEERED GROUND LEVEL IS CLOSER THAN 18" TO UNDER
I NOTE: GIRDERS CAN BE SPACED SIDE OF DECK OR COOTS REQbNtE A PRESSURE i
UNDER STRUCTURE TREATED UNDER STRUCTURES
AS NECESSARY TO ACHIEVE
" REQUIRED LOADING. N
ALLOWABLE LIVE LOADING WHEN
(SEE LOAD CHART) USED AS FLOOR PANELS FACIA 2 x 6
_ INSUTATE$ (BY OTHERS}
01 p SPAN (FEET) LIVE LOAD (PSF); DEFL.=L/360 FLOOR PANEI PERIMETER
FLASHING
I ADAOUATE FASTENERS AS REQUIRED 5 86 (BY OTHERS)
I EXISTING (BY OTHERS) 8 47 6 1/2" FOAM SET BACK
STRUCTURE 10 34 1 5/8" ON ENDS
f , 12 25 4 x 4 NAIL OR SCREW
40 LBS IS TYPICALLY REQUIRED BY MOST (BY OTHERS) 6" MAX
6 1/16" RESIDENTIAL BUILDING CODES. AS REQUIRED
MAIL OR SCRCW
SUITABLE JOIST CLIPS
• ~-SPAN (BY OTHERS)
CUT BOTTOM
0. S. B.
2x 4, 6OR8
(BY OTHERS)
1 LEDGER 2 X 10 MIN.
(BY OTHERS)
2-2 x 10 CONCRETE PIER do PQS"'
L SPAN SUGGESTED MIN. TO MEET CODE ERS) MEIJTS.
(LOCALLY ENGINEERED) (BY OTHERS)
SECTION C SECTION B
> NOTE: FOR ROOF APPLICATIONS SEE DRAWING 4-21.