HomeMy WebLinkAbout139 Bristol Forest Trlt
CITY OF SANFORA PERAUT APPLICATION
Permit No.: or)
Job Address: ea,' /
Permit Type: Building Electrical
Description of Work: A5
Date:
RECEIVED
NOV 1. 2006
Mechanical Plumbing . Fire Ala
Additional Information for Electrical & Plumbing Permits
Electrical: —Addition/Alteration _Change of Service Temporary Pole Now AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: _Residential _Commercial _Industrial Total Sq Ftg: Value of Work: $ k2,, bD
Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.: 3o (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone:* nt -F P 0. Q, ` ' (A ! {,, i 3c')r8/'I ,`S I ('p IC
I —
Address/Ph
Title Holder (If other than Owner):
M 7 ZI /
State License Number:al.CWO ..
Phone & Fax Number: 0% 21Ptd-2k6v7
Address:
Bonding Company: <a
Address:
Mortgage Lender:
Address:
Architect/Engineer Z)D -1 yv., Phone No.:-
AddreTWN-,.VC4, 5-4p7D
v , Fak No.:
IApplicationisherbymaatoobtainapermttodotheworkandinstallationsasindicated. I certify that no work or installation has
commenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliar: a withallapplicablelawsregulatingconstructionand'zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMMENCEMENTMAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY..IF YOU': INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR'.-`:.. NOTICE OF COMMENCEMENT.
V ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rray beFoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such. as. vater management districts, state agencies, or federal agencies.
kcceptance of permit is verifimtion that 1-will notify the owner of the pAoper,yequirem of Florida Lien Law, FS i 13.
gna a caner/Agent Date ntractor gent Date
I
Owner/Agentn Name Print Contracton(Agent's Name
ignature
Notary Public - State of Florida
y Commission Expires Aug 23, 2009
Commission If DD464875
Bonded By National Notary Assn.
1wner/Agent is Personally Known to Me or
Produced ID
PPLICATION APPROVED BY
ecial,Conditions:
Notary Public - State of Florida
0 Commission Expires Aug 23, 2009
Commission # DD464875
Bonded By National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID —
12 1ZI Date:
1 '
f
9"
Florida Fool 'Enclosures, Inc.
927 Hickory Street - Altamonte Springs, FL 32701 - Phone: (407) 260-2800 - Fax: (407) 260-6411
State Cert. Lic # SCCO56689
yes
Order No. Customer Phone (Primary) W7 3Z1f 00017 _ (Secondary) V07g74 75'0 Date /,
9 0 gl6 (Work) Mr. Mrs. Q
r10This
is a contract between Florida Pool Enclosures and ( kVA,1/Q Bi4Q(%/E the
customer), who resides at: 439 ielS TOG AaRFST Ze- e- As
used in this contract, the words seller, we, us, and our refer to Florida Pool Enclosures and the words you, your and buyer
refer to the Customer. We agree to furnish all labor and material necessary to install the following described: DESCRIPTION
OF WORK TO BE DONE: Permit? YES NO Survey? WLSV NO ENCLOSURE:
ELi7E ;oMF Starting Height 8 'Ao- aiPDOF 7 6 FO.e jE Size
33 x 40 Ouwide dimensions (Approx.) Room
Type Frame
Color E"NeE Window / Door Color Z LiJy S Wall
Style Type _ Hinge: (
From Outside Looking In) Right Left ROOF:
Size 8 x 440 Swing:
In Out Thickness
3 .1.
4 /N.
SULf17ED Color
Type Overhang: '
2" Other WWII- 46 2 Fixture
Beam - / Blau'" Gutter
Color geAoy ZAE .&II&P- Down Spout Color X"A;9W Fascia
Color S.eON 0- PLOT
PLAN H.
O.A. Permit
Application N.
O.C. ACCORDING
TO FLORIDA CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES),
THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS, AND ARE NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR
CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS,
OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED THE MONEY MAY LOOK
TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN
FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN AGAINST
YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST
YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR
OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD
STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS
REQUIRED TO PROVIDE YOU A WRITTEN RELEASE FROM ANY PERSON OR COMPANY THAT HAS PROVIDED
TO YOU A NOTICE TO OWNER. FLORIDA CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS
RECOMMENDED YOU CONSULT AN ATTORNEY. FLORIDA
HOMEOWNER'S CONSTRUCTION RECOVERY FUND PAYMENT
MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT
PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED
CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION
INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Division
of Professions - Construction Industry Licensing Board -1940 North Monroe St, Tallahassee, FL 32399-1039, Phone: 850-487-1395 Additional
Specs: TOTAL /O DEPOSIT
WITH ORDER _ 3, 900 BALANCE
DUE 700 crap
TERMS:
CASH I FINANCING I CREDIT CARD One
full year labor guarantee included / On each job you agree to pay 1/3 on order, 1/3 on layout, 1/3 on completion to installer If
after going through the normal channel of operations, you are dissatisfied or have any
unresolved problems, please call and ask for me personally. Mike DelaHoz, President THE
INSTALLATION WILL BEGIN ON OR AROUND / O AND WILL BE COMPLETE ON OR ABOUT 6 IT
IS UNDERSTOOD BY YOU THAT THE FOLLOWING CON INGENCIES COULD MATERIALLY CHANGE THE ESTIMATLfD COIAPLETIONrDATE STAT- ED
ABOVE: CUSTOMER'S ABILITY TO OBTAIN OR QUALIFY FOR FINANCING; INCLEMENT WEATHER, STRIKES OR OTHER LABOR DISRUP- TIONS;
NON -AVAILABILITY OF MATERIALS; ENGINEERING; PERMITTING; ACTS OF GOD; NONCOMPLIANCE WITH PAYMENT TIMING. BY
SIGNING BELOW, YOU ACKNOWLEDGE THAT YOU OWN THE ABOVE PROPERTY AND THAT YOU AGREE TO ALL TERMS OF THIS CONTRACT. THIS
CONTRACT IS SUBJECT TO FINAL APPROVAL OF FLORIDA POOL ENCLOSURES INSTALLATIONS MANAGEMENT AND FLORIDA POOL ENCLOSURES
INSTALLATIONS RESERVES THE RIGHT TO CANCEL THIS CONTRACT WITHIN TEN (10) BUSINESS DAYS OF THE CONTRACT DATE
OR AT ANYTIME PRIOR TO START OF WORK IN THE EVENT OUR ENGINEERING DEPT. DETERMINES THE JOB AS SOLD WILL NOT AFFORD
PROPER INSTALLATION. DATE
10 3 06 Sales
Representative ZA G ai
zze 6 s-86
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAvwJOHMDON' CFA,AM
PROPERTY
APPRAISER
5EAIINOLE,,Q LUkNTTF
i1101 E:. F1RST,5T
9ANFORD; FL32771-1468
407 - eGIaG r7fa06
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 22-19-30-502-0000-0730 Number of Buildings: 1
Owner: PLALE JENNIFER M & Depreciated Bldg Value: $164,577
Own/Addr: BAQUIE TYRONE M Depreciated EXFT Value: $0
Mailing Address: 139 BRISTOL FOREST TRL Land Value (Market): $40,000
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 139 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $204,577
Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $204,577
Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $25,000
Exemptions: 00-HOMESTEAD Taxable Value: $179,577
Don 01-SINGLE FAMILY Tax Estimator
2006 Notice of Proposed Property Tax
2005 VALUE SUMMARY
SALES Tax Value(without SOH): $589
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount: $3,535
WARRANTY DEED 03/2005 05637 0971 $199,900 Improved Yes Save Our Homes (SOH) Savings:-$2,946
2005 Taxable Value: $29,500
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Land Unit Land PLATS: Pick...
Method
Frontage Depth Units Price Value
LOT 73 PRESERVE AT LAKE MONROE PB
LOT 0 0 1.000 40,000.00 $40,000 62 PGS 12 - 15
BUILDING INFORMATION
Bid Bid Type
Year
Fixtures
Base Gross Living Ext Wall Bid Value
Est. Cost
Num Bit SF SF SF New
1
SINGLE
2005 9 1,042 2,938 2,476 CB/STUCCO $164,577 $165,404
FAMILY FINISH
Appendage I Sqft OPEN PORCH FINISHED / 21
Appendage I Sqft GARAGE FINISHED / 441
Appendage / Sqft UPPER STORY FINISHED / 1434
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next yeaes property tax will be based on Just/Market value.
http://www.scpafl.org/web/re web.seminole county title?parcel=22193050200000730&c... 10/4/2006
DO - Kim & ASSOCIATESp LLC
CONSULTING STRUCTURAL 'ENGINEERS
September 29, 2006
RE: Request to File Master Set Screen Enclosure Plans for Florida Pool Enclosures, Inc.
Dear Building Official:
I respectfully request that you accept these Master Set Plan Sheets to be filed with your building
department. These signed and sealed plans are specifically and only valid for use by authorized
representatives of Florida Pool Enclosures, Inc. located in Altamonte Springs, Florida.
As you are aware, the Florida Board of Professional Engineers (FBPE) is currently reviewing the
practice of Master set filing of aluminum structures. Their current position is that the use of
master set filing of aluminum structures is still valid. The FBPE has currently created a Task
Group to meet and to take testimony to provide its recommendations to the full FBPE. I
anticipate a definitive policy decision by early 2007. Therefore, I request that these plans for use
as a master set plan for Florida Pool Enclosures, Inc. be valid until January 31, 2007.
I
If you or any member of your staff has any questions, please feel free to contact me.
Sincerely,
t4ow"hiii
Do Kian F.E. (FL #49497)
i 11' 1.
P.O. Box 10039 813.874.5900
Tampa, FL 33609 813.874.5959 (fax)
3300 Henderson Blvd., Suite 1,06
Tampa, FL 33609
k:
W)
2X5)
2X5
2X5
2X5
1x2
OFFICE
ALL PRIMARY ROOF BEAMS
SHALL BE TRAC BEAM SMB
FL PRODUCT APPROVAL /7350)
N X\;X
2X2
N v v 2X2 v v
PERMIT # PLANS REVIEWED
CITY OF SANFORD
6
Florida Pool
Enclosures
Design Department Prepared by:
927 Hickory St.
Altamonte Springs, FL Allen
Office:407-260-2800 Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1
Job Number: 965
Project Infonnation:
Jennifer Baquie
139 Bristol Forest Tr.
Sanford, FL 32771
Parcel ID:
Scale: NTS
Date:10/5/06
General Notes:
1) The length given for the knee braces
represents the horizontal and vertical
displacements.
2) The locations of doors are incidental to the
design.
3) Girls remain the same throughout the
design, unless othevAse noted.
Do Kim
Engineering
PLAT 'OE SURVEY
DESCRIPTION:, (AS FURNISHED)
LOT 73, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
30'
GRAPHIC SCALE
0 15 30
DETAIL
6.o
H
e
1.0 J
7' 0-7-
PT -
LOT 74
CSX RAILROAD R/W
OLD MAIN LINE TRACK
UNPLATTED PER THIS PLAT)
WA0.2 OFF 1
u S54'23'11 "E
o 50.00'
i
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
AI10
224,48• - - _4PI385.85' ! ,
S54'23'11`E 610.33' CENTERLINE OF%
RIGHT-OF-WAY
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY,
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-7-05, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/93 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 73
FIELD DATE:) 09-17-04 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: SJ
FINAL 2-7-05 CKB
JOB NO, ASM39687 FORMBOARD 10-11-04 VH
PLOT PLAN 5/13/04 SOD
DRAWN BY: LOT FIT 12-13-02 CKB
BRISTOL FOREST TRAIL
50' RICHT-OF-WAY
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
13J-24 EXISTING ELEVATION
U CONCRETE
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FND FOUND
C/W CONCRETE WALK
S W SIDEWALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LBy6393
1030 N. ORLANDO AVENUE, SUITE 8
WINTER PARK, FLORIDA
32789 (407) 426-7979
OFND 1/2 IRON ROD AND CAP
LB #68 (02/07/05)
QFND NAIL AND DISC
LB #68 (02/07/05)
FND 1/2"IRON ROD AND CAP
LB N6393 (02/07/05)
CNA CORNER NOT ACCESSIBLE
6 DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES PONT OF INTERSECTION
PRC
I
DENOTES PONT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
CHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC PONT OF COMPOUND CURVE
POB POINT ON BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
AVID M. DeFILIPPC PSM
FOR
THE
DO KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERSNEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
4-5W
Fax: (813) 874-5959
RevJDate Description
I ISSUED
SA A(/
ALI,-AY ROOF BEAMS
S L BE TRAC BEAM SMB (FL / F/?
QPRODUCTAPPROVAL # 7350)
o} zoPURLINS (TYP.) ' -/ a v
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ROOF DIAGONAL BRACING d QNEWOREXISTING) I /(
TYP.) SEE GENERAL NOTE I
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0 0- CABLE BRACING (TYP.)
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ALL PRIMARY COLUMNS/POSTS J W l
ISHALL BE TRAC BEAM SMB (FL US
F PRODUCT APPROVAL # 7350) E;ZZW BY: DYK
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SCALE: AS SHOWN
DATE. 9iDslos
CHAIR RAIL TYP. ( ) PLA SNA
p l .
ALL SIDE WALL COLUMNS/POSTS CITY OF SANFORD
ER49a97
SHALL BE TRAC BEAM SMB (FL '
K' BRACING! PRODUCT APPROVAL # 7350) DO Klan a ASSOCIATES, LLCOPTIONAL) CA3 26887
3300 HENDERSON BLVD.,
SUrrE 106
PLANS REVIEWED Tror CITY
OF SANFORD TYPICAL
DOME ROOF NOTE:
Sketch is only a representation of a Dome Style Enclosure. Contractor
shall provide detailed layout drawings. O -- 5 Drawing No. - 060905 SHEET
1 OF 7
3) 01404' SXM
TYP. EACH STRAP
AND EACH SIDE)
Ix2 O.B. (OPTIONAL.)
4) /14x2' S.M.S.- Ix2 O.B.
TO SUPER CURER (TYP.)
4) 1140/4' S.M.S.
TYP-)
S.M.B. BEAM -
2x2x%' ANGLE, EACH SIDE -
TYP.)
8) 1140/4' S.MS.. (4)
EACH LEG CM.)
SUPER CRITTER -
2' 0 DOLLOP OF CONSTRUCTION
ADHESIVE a 51 cc.
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
3x3x0.093 POST (MIN.)
x6,) N1444- SAS. TOTAL, (3) EACH LEG a
HIM. C-C SPACING (TYP. F
3' BASE INSERT V/I)f' VERTICAL LEGS Uj W1(j' THICK 6063-T6 ALLOY (TYP.) NZ j2) %'0 STAINLESS STEEL OR WyHOTDIPPEDGALVANIZEDXxoWEDGEANCHORSV/ 2Y4' NON.
EMBEDMENT INTO CONCRETE.
N
TOP OF CONCRETE 4•,_
SCREEN ROOF TO PANEL/ COMPOSITE
COLUMN TO FOUNDATION
CONNECTION DETAIL
1x14" BY 3' LONG
ANGLE. EACH SIDE (TYP.)
24) REW '" S.M.S.
EACH LEG (TYP.)
HOL LOW POST
Ix5xW ANGLE 4' LONG
CTYP. a EACH BEAM)
R)
10-3/4'
O 2' O.C.
FACIA TO BE 2x6 (MIN.)'SPF.
CEDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2)IIIL
1) )'v Ox2' LG LAG SCREW a 24'
U.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
Y4V/ (1) 'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
1) Y4'ex2' I.G. LAG SCREWS
TYP, a EACH BEAN)
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MAX) BETWEEN BEAMS
II4' THICK CONTINUOUS
ANGLE
SECURE FASCIA TO EACH RAFTER TAIL
V/ CD Y'Ox4• LONG PAN HEAD LAG
SCREWS BEFORE ATTACHING SUPER
GUTTER
4' CONTINUOUS DEAD OF CCMTRUCT113 N
ADHESIVE
SEE PLAN FOR SIZE
1x2 O.S. FASTENED TO CORNE
SECTION WITH 110xIh- S.M.S.(
24' O.C.
2x2)' ANGLE 2- LONG (EACH
W/(Z) /100)i' S.M.S. To POS
8: 3/8 0 H.D. GALV. OF. SOL
W/ 2 1/2- MN. EMBEDMENT
CORNER POST / COLUMN
TO FOUNDATION
CONNECTION DETAIL
1-14'BY 3-LO
ANGLE, EACH SIDE (TY
RT/(CFWR PAL) 4) /14,4' S.MS.. 3 SCREWS -
EACH LEG
USE /10x11¢' S.M.S. O 24" O.C. -
TO CONNECT TO Ix2 O.B. TO 2x3.
2) /1Dx IX"-S.MS..(TYP.)
IOx1" LONG 2) /10xY4- S.M.S..(TYP.)
INTO SCREW BOSSES
LTERNATIVE)
lxlxl5" x 2" LONG ANGLE, r
POST
EACH SIDE (TYP.)
2x3xO.045 PURUN
WAY BE SLOPED -
OR FIAT)
j
PURUN FASTENED TO COLUMN/POST
WITH (4) 1140" S.M.S. (EACH LEG)
USING 4' THICK FLAT BAR BENT
TO FIT (6063-T6 AIM
4) /14A.
2'x3'xO.04:
PURUN
BENT MAY
BE FLAT
OR SLOPEC
2) /14x2k1
TYP EACH
2) j14x314
EACH
RNATE (1)
K" ANGLE
CE
WANGLE (BRACE) W/
1114A's S.M.S. O EACH
3ER INTERSECTION
V ANGLE 2' LONG ON
RSIDEW/(4) 116% S.M.S.
LEG (BEAM do BRACE)
X045 BRACE
ALTERNATE (2)
204.044 BRACE
PLAN - TYPICSL ROOF
BRACE TO BEAM CONNECTION
3) /144- S.M.S.. EACH LEG AND (
3) /IOx2- LONG S.M.S. INFO
SCREW (
6) /1Mdj' S.MS. CHANNEL TO BEAM USES (2 ON TOP AND
9 SCREW TOTAL 1 ON BOTTOM). (TYP. ALTERNATIVE)
BEAM STITCHING O 24" O.C.
TYP. TOP AND BOTTOM OF SMS
PURUN /
SEE TABLE FOR SAES)
ANGLE.
BY 3" LONG
BRAKE -FORMED R[C2EVING CHANNt3 ANGLE. EACH SIDE (TYP.)
MIN. 0.062- MATERIAL THICKNESS)
I' x 2 1/8' x 1' x 3" I.G. (3) 114.4' S.M.S.. EACH
TYP. ALTERNATIVE) LEG (6) TOTAL (NP•)
a d U
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3xO.045 PURUN ATTACHED TO
BEAMS WITH (2) 110x1ii" S.M.S.
INTO SCREW BOSSES(".)
USE /lQxW S.M.S. O 24"O.C.
TO CONNECT TO 1x2 O.B. TO 2x3.—
Ix2 O.B. FASTENED M COLUMN/POST
W/ (2) /IOx2" S.M.S. INTO SCREW
BOSSES (EACH END. TYP.),.
4)-/IOx1Y/' S.M.S.. 2 SCREWS
EACH LEG OF 2x1xWx2" MN. ANGLE -
EACH SIDE (TYP.)
OFBEAM (FOR 2X5 TRAC BEAM)
OFBEAM (FOR 2X7 TRAC KAM)
TRAC BEAM COLUMN
S.M.B. BEAM
MAY BE SLOPED OR FIAT
SEE PLAN FOR SIZE)
REVIEWED
F SANFORD
W NUU, 3 Jf' MAX. C-C
SPACING DF FASTENERS (TYP.)
16' NIK BEAM EDGE
DISTANCE CTYPJ
DU KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
Rev tel Des(xi 60T1
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ISSUED2006
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE 9105M
DO PEON P.E.
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DO KIM & CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
Ta FL 33684
V / p L=,
CHAIR RAIL / GIRT TO POST SIDEWALL POST / COLUMN TO PURLIN MAIN POST / COLUMN TO ROOF BCONNECTIONDETAILCONNECTIONDETAILCONNECTIONDETAIL ITE
Drawing No. - 060905
SHEET 2 OF 7
S.M.B.
SEE PLAN FOR SIZE)
1/8' THICK 6063-T6 ALLOY PLATE
EACH SIDE). - (6) /143/4' S.MS.
12) TOTAL - BEAM TO BRACE
D"'ONAL CONNECnON • (y COLUMN
6'-W MAx SPAN --•`{
010
RN CMM I I I
2x4 SJLB. BRACE - MIN.
UPRIGHT 6 DIAGONAL SAME SIZE)
1/8' THICK-6063-T8 ALLAY PLATE
EACH SIDE). - (6) f 14x3/4- S.M.S.
12) TOTAL - BRACE TO UPRIGHT
9) 101404' S.M.S.
4) /14x2" S.I.S. - tx2 O.B.
TO SUPER GUTTER (TYP.)
4) /14x3/4" S.M.S.
TYP.)
S.M.B. BEAM /
SEE PLAN FOR SIZE) J
SEE BEAM / COLUMN
FOR DETAILS
Ix2 O.B. (OPTIONAL)
3) 41404' S.M.S.
TYP. EACH STRAP
AND .EACH SIDE)
FACIA TO BE 2x6 (MIN.) S.P.F.
BLCEDARISNOTACCEPTAE),
SMR GRADE2Rt)
VIX2' LG. LAG SCREW a 24' OC.
ENTIRE LENGTH DF GUTTER SECURE
FASCIA TO EACH RAFTER TAIL V/(
V YOXV LONG PAW HEAD LAG SCREWS BEFORE
ATTACHING SUPER GUTTER 2x2x16'
ANGLE, EACH S10E TT8YY))
pp/14x3/
4' S.MS.. 4 SCREWS EACH
LEG (TYP.) SUPER
GUTTER Ix5x)6' ANGLE 4'. LOHG TYP.
a EACH BEAM) 2•
0 DOLLOP OF CONSTRUCTION ADHESIVE
a 5' ". NON -
GABLE ROOF TRANSOM (RISER) WALL CONNECTION
DETAIL 1
R)
D-
3/8' x 2' CONCRETE ANCHOR a
V/ 1 1/4'0 WASHER (TYP.) CABLE
BRACE DETAIL LYV
x 3W x 0.120 THICK ALUMINUM
FLAT BAR CONCRETE
O
ANCII(<
N (TYP.) OR)
3'
STEEL 'CAMELBACK' CLIP (TYPJ THIS
CLIP MAY BE INSTALLED ON T/C OR
ON SIDE OF CONC. SLAB 2'
MIN. CONCRETE EDGE DISTANCE) 2) -
YV x 2' CONCRETE SCREW
ANCHOR (TYPJ General
Notes and Specifications: 1.
Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration.
2.
Concrete'shall be minimum 18 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. Reinforcing
steel shall have a min. yield strength of 40,000 psi (grade 401 and be provided with cover in accordance with ACI 318. If
existing concrete slabs/footings are deemed satisfactory, it may be incorporated into new slab/footing by observing the following
procedure: a)
Clean and scabble all connecting edges. b)
Drill and epoxy embed #5 reinforcing placed @) 12' O.C. mid depth The rebar should be embedded a min. of 7" (using Hilti MY 150
Epoxy or equal approved), leaving 24' exposed to be incorporated into new slab/footing. 3.
All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. 4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor
shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there
is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure
capacity. S.
Screen density shall be a maximum of 20 x 20 mesh. 6.
Connections using screw basses shall have minimum (414100" per connection unless shown otherwise. 7.
Every panel of screen mesh shall be fastened securely in place with spline. Each panel shall be fastened at all sides, independent
of surrounding panels. This requirement shall include purlins and chair/kickplate rails. Screen mesh panels are not required
to be secured to rigid diagonal bracing members. Screen mesh is incidental to the structural integrity of the overall structure.
8.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. C-
1022 Low Carbon Steel SMS & Self-Driling (TEK) Screws (Industry Standard Screws) Screw
Nominal
Screw Diameter pn)
Minimum Edge Distance Minimum Center to Center Distance
10
0.188 S/ ' S5" 12
0.219 3/ " 14 (
1/4") 0.250 9. '
Structure has been designed to meet the 2004 FBC with 2006 supplements. Project is sited where the basic wind.speed is 120, mph (
3-sec gust). 1=0.77. for screen enclosures. Exposure B. Design wind pressures are from 2004 FBC. Minimum design pressure is 10
psf. Pressures are based on wind tunnel testing with main wind force resisting system coefficient, GCp, of +/-0.25 for screen roof
and 0.7-1.25 for walls. 10.
All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal 11:
Maximum spacing of P.ilrlinsshall be less.than 8'-O" oc. Maximum spacing of Chair Rails (Girls) shall be less than 9'-O" o.c. 12.
Composite panel or riser panel metal shall be of aluminum alloy 3105-MIS or 3105-H25. 13.
Diagonal bracing shall be installed on all roof screen panels that have at least one side adjacent to an exterior screen wall. 14.
Construction adhesive shall meet ASTM C-557. MIN shear strength @ 7 days = 425 P.S.I. 15.
When knee braces are utilized at uprights and beams, beam spans shown in tables are'from the interior side of the knee brace supporting
the beam. 16.
Lateral cable bracing shall be provided at each screened wall parallel to host structure, unless it is directly attached to host structure.
One set of cable braces shall be provided for each 500 sf of screened wall area that the wind load is being applied. 17.
Structures that exceed 38 feet of beam span or heights exceeding 25 feet or.are located in Exposure C shall require site specific
evaluation by The engineer of record. 18.
All Aluminum members shall be 6063-T6 Alloy unless otherwise noted Trac Beams shall be 6005-TQEV'EWED f SAHF4Rp
rely4FMAXIMUM
SPANS FOR CARRIER BEAMS SUPPORTING
SCREEN ROOF ONLY) BEAM
TRIBUTARY
WIDTH 10,
15' 20' 25' 30' 2X5
TRAC 23.5' 19.8' 17,0' 15.0' 13.5' 2X7
TRAC 25.7' 22.3' 20.1'. 18.1' 16.6' Design
wind speed up to 120 mph. Exposure B. SIT Beam
Stitchind Screw for all Legacy S.
M.B.'s (NOT FOR TRAC BEAMSI Beam
Size Beam
Stitching
Screw (
al 24'
o.c. 2"
x 4' x 0.046 x 0.100 8xX" 2"
x5'1i0.050x0.116 8xY:" 2'
x 6" x 0.050 x 0.120 10x'K" 2"
x I" x 0.055 x 0.120 10x'K" x
0.072 x 0.224 12 x ')L' 9".
x 0.072 x 0.224 12 x 'A" p8' 9" x 0.082 x 0.306 14 x'A" 1"
x 10' x 0.092 x 0.389 14 x k- DO
KIM ASSOCIATES,
LLC CONSULTING
STRUCTURAL
ENGINEERS
3300
Henderson Blvd., Sude 106 Tampa,
FL 33609 Tel: (
813)874-5900 Fax: (
813) 874-5959 I,&
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9A3S108 00
YE N , P. 4
7 DO
M &M3 OCIATES, LLC CAA
26887 3300
HENDERSON BLVD.. SUITE
106 TampA
FL 33884 b
o co I
Drawing
No. - 060905 SHEET
3 OF 7
ie2
N=
3- MIN. (TYP.)
PURUIN SUPPORT
COLUMN/POST Jb' ANGLE, EACH SIDE
2x2x1/a- x 2- LG. ANGLE S.M.S. WITH MIN. ' 3160 COWCRErE ANCHOR
W/ (4) 0140/4' S.M.S EDGE DISTANCE W/2)(1• EMBEDMENT INTO
EACH SIDE) STRUCTURAL. CONCRETE
Wo CONCRETE ANCHOR
W/2%- EMBEDMENT INTO
1'x2. 0.& SOLE PLATE
STRUCTURAL CONCRETE
EACH SIDE)
OR)
2) Yf0x2Y' TAPCON• I.
4.• ••• • •
x.4 . ` • • • - _
CONCRETE SCREW
ANCHORS W/ MIN. 4 f' ' A.
LJ' EMBEDMENT
Y40x2Yi CONCRETE
SCREW ANCHOR O 24' O.C.
ec
uN
AND 9- FROM POST (TYP.)
SIDEWALL COLUMN TO FOUNDATION
CONNECTION DETAIL
9' COLUMN/POST
ix2 O.B. SOLE PLATE
O
0
EDGE OF CONCRETE 1' (TYP.) Y
BEAM SUPPORT
COLUMN/POST sm.S. WITH MIN. b'
ANGLE. EACH SIDE (TYP.)
x 2' LG. ANGLE
EDGE DISTANCE 0 CONCRETE ANCHOR
W1 (4)
8'
W/ 4' S.M.S W/lib' EMBEDMENT INTO
RIEACH SIDE) STRUCTURAL CONCRETE C" )
1'x2' G.B. SOLE PLATE
J
qW Y{Ix2Y{ CONCRETE
z tj SCREW ANCHOR O 24' O.C.
z AND 9- FROM POST (TYP.)
s
H
MAIN COLUMN TO FOUNDATION
CONNECTION DETAIL
9, COLUMN/POST
ix2 O.S. SOLE PLATE
0 0
0
1--F—
EDGE OF CONCRETE
1• MP.)
iu z
PLAN VIEW
v
BEAM STITCHING SCREW O 24' O.C.
TYP. TOP AND BOTTOM OF SMB)
S.M.B. CARRIER BEAM
SEE PLAN FOR SIM
2xh &M.S. - EACH LEG
SEE CHART FOR REO'O NUMBER _
OF $CREWS)
BEAM N)_ • SCREWS
2x4 4
2x5 5
2x6 6
20 7
2xe a
2x9 9
2x10 10
S.M.B. ROOF BEAM
SEE PLAN FOR SIZE)
2x2 V MIN. THIGH ANGLE (EACH SLOE)
ANGLE LENGTH - DEPTH OF BEAM)
CARRIER BEAM TO BEAM
CONNECTION DETAIL
2x3xO.G45 PURUN ATTACHED TO
HOST srRLIcroRE
USE (4)-/101A2- S.M.S. INTO SCREW
eOSSES INTO BEAM (EACH END. TYP.),
S.M.S., INTO BEAU
2x2x%"x3• ANGLE, EACH SIDE (TYP.)
2x5 OR 20 TRAC BEAD O
FOR 2x5 TRAC BEAM o
4)
2-/
14x}i S.M.S.. INTO BEAM o
FOR 2xX7 TRµAC BEAM
B)-/14x;'i S.M.S.. INTO BEAM o
2xbWx4' ANGLE, EACH SIDE OW.)
o
HOST STRUCTURE
MASONRY OR WOOD)
2)-#IOW S.M.S. W/ (,' WASHER
AAT EACH END OF 2x5 PURLIN
AND AT 36' O.C.
2) Y{' • x 2h' LONG WOOD LAG SCREW OR
2) Yi • x 2XV LONG MASONRY ANCHORS
BEAM TO HOST
STRUCTURE DETAIL
PLANS REVIEWED
CITY OF SANFORD
SITE
DO KIM
ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (8 13) 874-5900
Fax: (813) 8745959
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SCALE: AS SHOWN
DATE: . 9005106
DO YE N I E.
G N
D M & AS O IATES, LLC
CAt 87
3300 HENDERSON BLVD..
SUITE 106
Tampa 33884
braI`b
Drawing No. - 060905
SHEET 4 OF 7
Pool Enclosure Collective, LLC
Trac Beam (FL State Product Approval #7350'
10 x 3/4" MIN. SELF
DRIWNG SCREW ® 24"
TYP. TOP AND BOTTOM 1
2" x 7"
TRAC BEAM
ITW_ (4)1 Uk-Y' .423
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DRIWNG SCREW ® 24
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DETAM 'A' (TYP. (2))
SCALE, 3x
A
2" x 7" TRAC SELF -MATING BEAM (SMB) 2" x 5" TRAC SELF -MATING BEAM (SMB)
patent pending) (patent pending)
2x5 TRAC BEAM (ROOF BEAM SPAN)
BEAM TO BEAM
SPACING (ft)
110 mph 120 mph 130 mph 140 mph 150 mph
5' O.C. 25' 25' 25' 24.12' 23.27'
6' O.C. 25' 25' 23.06' 22.12'
7' O.C. 25' 25' 23,51' 22.16' 1 21.33'
8' O.C. 25' 25' 22.94' 21.36' 20.35'
2x5 TRAC BEAM (COLUMN HEIGHT)
BEAM TO BEAM
SPACING (ft) 110 mph 120 mph 130 mph 140 mph 150 mph
5' O.C. 20.31' 19.00' 17.01' 15.00' 13.33'
O.C, 18.57' 14.57' 13.07' 12.28'
q6' 7' C. 16.89' 15.00' 13.00' 12.15' 11,24'
8' C. 15.11' 13.52' 12.28' 11.13' 10.12'
2x7 TRAC BEAM (ROOF BEAM SPAN)
BEAM TO BEAM
SPACING (ft) 110 mph 120 mph 130 mph 140 mph 150 mph
5' O.C. 37.82' 37.62 34.63' 31.23' 28.00'
6' O.C. 35.18' 35.01 31.23' 27.37' 23.61'
7' O.C. 32.65' 32.43 28.00' 23.48' 23.05'
8'• O.C. 1 30.00' 1 29.82 24.76' 23.21' 22.6V
2x7 TRAC BEAM (COLUMN HEIGHT)
BEAM TO BEAM
SPACING (Ft) 110 mph 120 mph 130 mph 140 mph 150 mph
5' O.C. 23.04' 22.42' 21.48' 20,53' 19,59'
6' O.C. 22.22' 21.47' 20,34' 19,21' 18,08'
7' O.C. 21.41' 20.53' 19.20' 17.80' 16.68'
8' O.C. 20,55' 19.59' 18.08' 16.58' 15.08'
TRAC BEAM Notes: PLANS REVIEWED
1. Refer to Florida Product Approval #FL7350.
CIOF SANFORo 2.
Drawings are illustrative purposes only. 3.
Allowable spans tables are based on 2004 Florida Building Co 2006
Updates. Wind loads are based on Chapter 20 and Table 6.
Maximum allowable deflections limits of L/60 have been checV.TL/
80 in HVHZ have also been checked. DO
KIM ASSOCIATES,
LLC CONSULTING
STRUCTURAL
ENGINEERS
3300
Henderson Blvd., Suite 106 Tampa,
FL 33609 Tel: (
813) 8745900 Fax: (
813) 874-5M RevJDate
Des(xi lion 1ws
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AS SHOWN DATE:
9XISM DO
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49497 DO
KIM SOCIATES, LLC CAf
26887 3300
HENDERSON BLVD., SUITE
106 e
v Drawing
No. - 060905 SHEET
5 OF 7
2500 PSI MIN. CONCRETE STRENGTH
4
APPROXIMATE
G
49
G2N4COMPACTEDORUNDISTURBEDSOIL/SAND
4.
4
4
2)-#5 REBAR. CONTINUOUSti
3" MIN. CONC. COVER.'36" MIN."
LAP SPLICE
8" MIN.*
DIMENSIONS MAY BE SWITCHED
STANDARD TYP. CONTINUOUS PERIMETER FOOTING
MAX POOL ENCLOSURE ROOF SPAN OF 50')
4' NOMINAL CONCRETE SLAB
2500 PSI. MIN.) W/ 6 x 6 x 10 10
W.W.M. OR FIBER REINFORCED
qj.
APPROXIMATE 4 2FZ
GRADE A 4 4
0 4 COMPACTED OR UNDISTURBED
SOIL/SAND
VAPOR BARRIER (OPTIONAL
FOR SCREEN ENCLOSURES)
II (
2)-#5 REBAR. CONTINUOUS
B" MIN. 3" MIN. CONC. COVER, 36" MIN.
LAP SPLICE
STANDARD TYP. TURNDOWN SLAB FOOTING
MAX POOL ENCLOSURE ROOF SPAN OF W)
POST EMBEDDED INTO CONCRETE MIN. 12"
2500 PSI MIN. CONCRETE STRENGTH
5 REBAR. 12' LONG
4
APPROXIMATE
G
OR UNDISTURBED SOIL/SAND
STANDARD TYP. ISOLATED FOOTER
POST
SEE PLAN FOR SIZE)
4' Nomw& CONCRETE sw
2500 PS.' MIN.) W/6x6xI0/10
W.W.M. OR FIBER REINFORCED
POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER QY.j
COMPACTED OR UNOMMSED SOIL
POST/ CONRETE SLAB DETAIL
MAX POOL ENCLOSURE ROOF SPAN OF 40')
PLANS REVIEWED
CITY OF SANFORD
DO KIM
ASSOCIATES. LILC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, Fl. 33609
Tel: (813) 8745900
Fax: (813) 8744059
1,1,1"51 ISSUED21106 1
DRAWN BY. DYK
CHECKED BY. DYK
SCALE AS SHOWN
DATE 910501
DO YEO P.
fOk-4tE 49497
DO IQM & IATES,LLCCC
0
r260a7
3300 HENDERSON BLVD.,
T
SU71106 .
33W
15 L
SITE Drawing No. - 060905
SHEET 6 OF 7
I to
3) N14x-' S.M.S.
TYP. EACH STRAP
AND EACH SIDE)
5' TRAC BEAM UPRIGHT
O
O
c".)'
ANGLE EACH SIDE
TYP•)
8) /14x3/4' S.M.S.. EACH LEG (TYP)
7' SUPER GUTTER -
3x3xO.050 MIN. PLATE W/
3) /1444 S.M.S. INTO
BEAM AND COLUMN (TYP.)
414x4' S.M.S. W/ IWO FENDER WASHER
AND NEOPRENE GASKET a 12' D.C. (COMPOSITE PANEL)
OR
4)-M12X;.' S.M.S. W/ %" 0 WASHER AND NEOPRENE
GASKET PER 12' WIDE 3'xO.032' RISER PANEL
ANGLE 4' LONG SEALANT -i MAXEACHBEAM)
814xW SMS W/ INTEGRAL %" 0
WASHER AND NEOPRENE GASKET
S 18' D.C. TOP i BOTTOM.
SLOPE
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PANEL MAX.
SPAN 14' OR 3'
xO.032 RISEROPANEL (OR) MAX.
SPAN 14'-0' 14'
FLASHING (CUNT.) TUCK
UNDER SHINGLED S
LEAST 6' EXTRUDED
OR BRAKE —FORMED ROOF HEADER OR
RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH
MIN. IW BEARING LEG. 1)
WO x 2' LAG SCREW S 24, O.C. ENTIRE
LENGTH OF RECEMNG CHANNEL SECURE
FASCIA TO EACH RAFTER TAIL W/
0) WO x 4' LONG PAN HEAD LAG SCREWS BEFORE
ATTACHING RECEIVING CHANNEL SOFFIT
THROUGH
BOLT SEALANT V/
lYs'O WASHER • - y' 0 x N' LONG MASONLAG
SCREW
RY ANCHO
S OR SLOPE
S
24' QC. MAX 2X7 TRACBEAMOS' MAX.
SPAN BETWEEN ' SUPPORTS) 000000000000 •
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MIN.) 0000000000 ; •. HOST STRUCTURE O O
O O O O (MASONRY OR WOOD) N14x)V
S.M.S. WANTEGRAL I'O WASHER AND NEOPRENE GASKETS
12' EXTRUDED OR BRAKE —FORMED ROOF HEADER QC., TOPtBOTTOM : • IF CLEARANCE
PROHIBITS INSTALLATION TOP OR RECEIVING CHANNEL (0.044' HIM. THICKNESS) FASTENERS USE
414z4' S.N.S. V/1)4' a FENDER WITH MIN.1J' BEARING LEG. WASHER AND
NEOPRENE GASKET S 12. O.C. SCREEN -ROOF
TO PANEL OR
COMPOSITE ROOF CONNECTION DETAIL
PLANS REVIEWED
CITY OF
SANFORD DO KIM
ASSOCIATES, LLC
CONSULTING STRUCTURAL
ENGINEERS
3300
Henderson
Blvd., Suite 106 Tampa, FL
33609 Tel: (813)
87459W Fax (813) $
745959 l,&lm061ISSUED
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SHOWN DATE: 9A05/
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49497
DO KIM
3 SOCIATES, LLC CA#26887
3300 HENDERSON
BLVD., Su 101
1L®
BtFY SITE Drawing
No. - 060905 SHEET 7
OF 7