HomeMy WebLinkAbout336 Bella Rosa Cir (3)D�E�v�L CITY OF SANFORD
FES 1 loll BUILDING & FIRE PREVENTION
�1•�1 PE!r T PPLICATION
1 /` �j�r ' �J �
Application No: "1 Documented Construction Value: $ ,-
Job Address:
Parcel ID: a9-19-
Description
9-19-
Description of Work: NEW SFR -
Historic District: Yes 0 No 9
Zoning:
flan Review Contact Person: 7oftN -Title: kl_,e Pj-r
Phone: (S 1-5) 4-1 In - 03> . Fax:( -7 4.1 C1- 1-114 0 E-mail: 1\'3 E?
Property Owner Information
Name Le?y"A(, uov-tes- LLC- Phone: %a-1�'��`�- �-► o0
Street: 15550 t_%GHTW AVE -b2,vE , gv,-tE 210 Resident of property?
City, State Zip: C-L-Er�+2wvg-rm , rc- 33, too
Contractor Information
Name STEVE S�« VA Phone: (-iqn) �Ylq - %-I" 1
Street: 15550 L'%r_,vKwA�e �l rtw� , ,-rte= 210 Fax: (�a-1)
City, State Zip: C-eaf'L":tar, , FL- 33'7(c0 State License No.: C GL -151 BIQ)(e
Architect/Engineer Information
Name: KP_See_ ASSOC. Phone: OL -4
q%c>' 02333
Street: a J S. <^jrc?nae�u\o mTa�� Fax: NA) '6W- (iXbO4
City, St, Zip:aha rt- 3xio-� E-mail: dav;d_p"llsbuT goKeesee .«
Bonding Company: u`w
Address:
Building Permit C�
Square Footage:
No. of Dwelling Units:
Electrical D'
Mortgage Lender: NIA
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone: A l_ Tse L
Plumbing Ef
New Service - No. of AMPS: cUO New Construction - No. of Fixtures:
Mechanical d(Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads:
w� x;343•— a5. —
5 0 .3,041-5 - - S 1q•. -
Application is hereby made to obtain a pennit to do the work and installations as indicated. 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that l will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
�o1n.n 1..:�v ely
Print Owner/Agent's Name y�
Signat c of Notary -State of Florida Date
STEPHANIE FARMER
r Commission DD 641221
• P ` Expires February 15, 2011
BagrdThruTmyFa Ira uwosw,%b7ot9
Owner/Agent is ✓ Personally Known to Me of
Rrodm-cd-1-B Type of ID
APPROVALS: ZONING: UTILITIES:
Z////
Print Co ctor/Agent's Name /
Signaturf of Notary -State of Florida Date
:-*�i., STEPHANIE FARMER
Commission DD 641221
Expires February 15, 2011
Nord.yThNTmtFain
4arwsB043t57019
Contractor/Agent is ✓ Personally Known to Mem
-Pfedoeed-FH— Type of ID
GNGINEE �'« FIRE:
COMMENTS:
Rev 11.08
WASTE WATER:
BUILDING:
FEB 12011
D 13Y. CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Vs -0. 4 9 0
11 -�`-i�
Application No: Documented Construction Value: $ r �•
Job Address: 331P 641/-a A)J6L C%r6le Historic District: Yes ❑ No Er
Parcel ID: 029- t9 - 31 - 50a - Cy -"Op - La I - 0 Zoning:
Description of Work: New SF2-
-- -Plan-Review-Contact-Person: 7oNN -L-'w
Phone: N 4-1 Co - 0303 Fax:(71]) +1 q- I -1 4U E-mail: Si�v�� -►k3 P_ �o-cg'r
11 Property Owner Information
Name LcN��rt Pavtef, - LL -c- Phone: 17a-1�'1-►q- �-► o0
Street: 15550 1-%UKTw c,vE - rZ\vr , 5u\ -TF. 210 Resident of property?
City, State Zip: FL_ 33, too
Contractor Information
Name S-rcvC S+- \--T W
Street: 15550 L.:►GH`rvwA\je bQ\vF , SLi-re: 210
City, State Zip: C.Lecyrwo_-te.,r , FL- 33'7(_c0
Phone: (7u1) 4-1q - \-1'--1 1
Fax: ba -1) 4-n— yl -k 10
State License No.: C GL --151 81tc'l�
i1 Architect/Engineer Information
Name: r1P;ew E Assoc. Phone: %U-�� ��O- a333
Street: (jrenaerju\o m�rai� Fax: (400) SS U - cZtW4-
City, St, Zip: I 'pT a rt- 3xlo_-, E-mail: dav'\cL.o%lLgbury Cr 4oYeesee •«
Bonding Company: WAA Mortgage Lender: ►v`A
Address: ( I/� - .2� ISS%3f-o Address:
i1Q 77 656 /io-0, 92- 0 /902, %r0, %70
PERMIT INFORMATION
Building Permit d
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical D'
New Service — No. of AMPS: J.CO
Mechanical d(Duct layout required for new systems)
Plumbing Ey
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit *arid that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
--.RESULT---IN YOUR -.PAYING- TWICE FOR .IMP-ROVEMENTS TO-YOUR.-PROP-ERT_Y.-_A-NOTICE.— _-
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
l._..veLy
Print Owner/Agent's Namc y�
Asip...
of Notary -State of Florida Date
STEPHANIE
February 15, 2011
BOr"ThmTmyFain .nsu, memo.3957019
Owner/Agent is ✓ Personally Known to Me e"
Produced -FB Type of ID
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
Z////
;v""•'w; STEPHANIE FARMER
.•=Commission DD 641221
;
JOhn. 1_ t v Cl
Print Co ctor/Agent's Name V //(
Signaturf of Notary -State of Florida Date
STEPger I ;y FARMER
Comm�ss oin DD 641221
a Expires February 15, 2011
11— TMu Tmy F• Inwonn x00J957019
Contractor/Agent is ✓ Personally Known to Me-ef-
Type of ID
WASTE WATER:
BUILDING:
�i$ qq v -0351
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: l 1- N Do9qmented Construction Value: $ _31�
Job Address:.53G 6l,l a -6cea V a ���-C., Historic District: Yes ❑ No ❑
Parcel ID: �A, \\ `! Zoning:
Description of Work: lV�3 Vtc I�
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Name
Street:
City, State Zip:
Property Owner Information
Phone:
Resident of property?
Contractor Information
Name DEL -AIR HEATING & AIR C0ND, Phone: t-�Ci - `J��J ��(Do 4
531 CODISCO WAY Fq0_7 33� - =
Fax: 5 3
Street: +rnhr,
F Rus5a
City, State Zip: State License No.: rAC032448
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit O
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical O
New Service - No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
i
No. of Stories:
Plumbing 13
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is r in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the t calculate the
plan review fee based on past permit activity levels. Should calculated charge xc the documented
construction value when the executed contract is submitted, credit will be appl' to r pe it fees when the
permit is released.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
of Contractor/Agent ( Date
ERT Q. DEI Lo
80
Print Contractor/Agent's me
S
Signature of Notary -State of Florida Date
1v ►y MIRINDA C. TURNER
MY COMMISSION # DD 667937
ro, EXPIRES: June 14, 2011
Bonded Thru Notary Public UnderMters
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
MAR 0 7 Nit
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 11- 7401 Documented Construction Value: $,3,/ 0,;? •'ys
�,1..c-� 1 1
Job Address: 33P�P_) 6 R�5� 0 t vr.�,e �i'elnru �Al Historic District: Yes 11 No ❑
Parcel ID:
Description of Work:
Zoning:
�,
Plan Review Contact Person: 115 11 D 61cQ Py15 %QA:Q V Title: J
Phone: (9014)gm-0911 Fax: /(3 -NqI E -mail: -" I oc_ r�i�%PI�ScY��I `clT
Property Owner Information
Name L.twin r f-IaYxQ5. 1 e
Street: 1'!5!=b
City, State Zip: EL .2 -11.L
Phone: ( 7a7) 473 - 1700
Resident of property? :
Contractor Information
Name I rran-F IaAc�t C_ Phone: ( � (07.3- 334 /
Street: Fax: (.3ZLO) (07.?- Wdlca
City, State Zip: State License No.:9Ci0M3/_5_6
Name:
Street:
City, St, Zip:
Bonding Company: _
Address:
Building Permit O
Square Footage:
No. of Dwelling Units:
Electrical
New Service- No. of AMPS: 1,50
ArchitectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
1»:1J,IkAII, IMOIXIT_j119111
Construction Type: " No. of Stories:
Flood Zone:
Mechanical ❑ (Duct layout required for new systems)
Plumbing O
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
40- .Wft
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
-1P — i--
Si re of Contractor/Agent Date
Prmt,eontraEtor gent's Name
of Notary -Stale of
Contractor/Agent is Persona
Produced ID Type of ID
c,
Date
PATRICIA J. MIHALIC
MY COMMISSION # DD959251
EXPIRES- I'dmunry 03, 2014
V R. Noray Dncounr Anoc. Co.
WASTE WATER:
BUILDING:
DEMAR 10 Nil CEIVED
D CITY OF SANFORD
.->-�• _ ILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ 700.00
Job Address: 3-36 &&9429 429 . &r & _ Historic District: Yes ❑ No Er -
Parcel ID: Zoning:
Description of Work: & n414!7 ,�j�
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name LE"AR H0146E Phone: 7aZ7 1-17�? 1700
Street: IS41�6 Resident of property? : ND
City, State Zip:
<M W,ri�S � Contractor Information
Name IKL2Z Y060111A,4//1/ Phone: yl,7 2V I ,2 / 73
Street: .93..1. /id,, /`L L.eM Fax: L107 a90 S911
City, State Zip: 0z&44 2.d'y/U State License No.: EfJ0QCV 7//
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit ❑
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical L9' Plumbing ❑
New Service — No. of AMPS:
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm '❑ No. of heads:
..14%
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
e W/
Signature of Co /Agent Date
OF)cA Al
s Name
KRISTYN S WELCH
MY COMMISSION # DD845564
EXPIRES January 05, 2013
Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:Wl_ Documented Construction Value: $ �. �S a� • ��
Job Address: 3 ice `.���C� 1 p -QN0. 0j r Historic District: Yes ❑ No ❑
Parcel ID: a(V A- 31- 56 \ - fftMU - \ a -k0 Zoning: —�
Description of Work: I kygl-10
Plan Review Contact Person: �� �1yS S LO 0_ Af (LL
Phone gtu2)'6- 0 -_�-qI.# Fax: E-mail: [ ky-,, S ,yjZ 41"1 lu �trv�;,,
Property Owner Information
Name in 4-L&A 41 n-ve.SC—
Street: \ `;� () �_► k_4' -i 0[LktL �i( s� ZLv
City, State Zip: C ` Wkr6 _31060
Phone:
Resident of property? : U(LC Lr4-
Contractor Information
Namet(S-� � � � 1�i11�wti�� t (. Phone: C 3 ) �`�� 0 010cl
Street: 114ke u sin At -f Fax: ( r-telS - C Ck SS
City, State Zip: 0 rdli U p 0..1 3� �10�' State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit ❑
Square Footage: WrYi Construction Type: Q— No. of Stories:
No. of Dwelling Units: t Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
Plumbing 2-"'�
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
W,
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner./Agent is Personally Known to Me or
Produced I D Type of I D
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
Signature of Contractor/Agent Date
��"t� i? w L� � tlt►✓ i
Print Contracto /Agent's Name
Signature of Notary -State of Florida Date
r �!
SANDRA M. LAUSIER
MY COMMISSION / DD 978444
EXPIRES• July 2, 2014
90 W Dru Noter Na UWemtm
Contractor!Agent is -"'Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
LINIITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 2/18/2011
I hereby name and appoint: Jose Caro
an agent of. First Quality Plumbing, Inc. 746 North Volusia Ave., Orange City, FL 32763
(Name or Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
B All permits and applications submitted by this contractor.
el The specific permit and application for work located at:
Lot 121 Celery Estates, 336 Bella Rosa Circle, Sanford, FL 32771
(Street Address)
Expiration Date For This Limited Power Of Attorney: 2/22/2011
License Holder Name: Gary Wayne Evers
State License Number: CFC050566
Signature Of License Holder:
STATE OF FLORIDA
COUNTY OF Volusia
The foregoing instrument was acknowledged before me this 18th day of February
20011 by Gary Wayne Evers
or who has produced
who is personally known to me/
as identification and who did/did not take an oath.
SANI M. AER
WCOMMSIONM978M
Signature
rnymup Sandra M
. Lausier
Bv4WacliEfte.
-
(Notary Seal)
Print or Type Name
Notary Public — State of Florida
Commission Number DD978444
My Commission Expires: 7/2/2014
1
00-5—K
st Qualit yUMBINGJ
March 10, 2009 746 NORTH VOLUSIA AVE ORANGE CITY, FL. 32763
TEL: (386) 775-0909 FAX: (386) 776-0918
LENNAR HOMES, INC.
101 SOUTHHALL LANE STE.450
ORLANDO FL. 32751
ATTENTION: ANGELA
REFERENCE: MODEL 1677 (SPEC LEVEL 3)
FIRST QUALITY PLUMBING PROPOSES TO FURNISH THE PIPING MATERIALS AND LABOR NECESSARY
TO COMPLETE THE ABOVE REFERENCED JOB.
PLEASE NOTE THE FOLLOWING JOB QUALIFICATIONS:
50' OF 3034 SEWER LINE FROM HOUSE TO TAP ( TAP NOT DEEPER THAN 4-)
50' OF SCH 40 WATER SERVICE PIPING FROM HOUSE TO METER.
A/C CHASES 3034 PVC.
ALL SANITARY PIPING TO BE DWV PVC.
ALL WATER PIPING TO BE CPVC.
WORK SCOPE BASED ON CURRENT STANDARD MECHANICAL CODE.
ALL FIXTURE COLORS ARE TO WHITE OR BISCUIT
ALL BATHROOM FAUCETS ARE TO EVA BRUSHED NICKEL.
SECONDARY LAVS TO BE CULTURED MARBLE (BY OTHERS)
ALL UNDERGROUND PLUMBING TO BE BACKFILLED BY OTHERS.
IF A BACKFLOW PREVENTOR IS REQUIRED, THIS WILL BE BILLED SEPARATELY. (PER COMMUNITY)
PERMITTING FEES INCLUDED.
ITEMS TO BE SUPPLIED BY FOP:
WASHER BOX
ICE MAKER BOX
HOSE BIBS
AIC CHASE
PAY SCHEDULE AS FOLLOWS 30% R/I - 30% TUB SET - 40% TRIM (ROUGH IN, TUB SET
AND ANY CHANGES MUST BE PAID IN FULL PRIOR TO START OF TRIM).
PAYMENT DUE FOR EACH PHASE UPON RECEIPT. 5% LATE CHARGE AFTER 10 DAYS.
PROPOSAL PRICES WILL BE LOCKED IN FOR A PERIOD OF THREE MONTHS. AN INCREASE
MAY BE APPLIED THEREAFTER DUE TO RISING COSTS OF MATERIALS.
TOTAL COST: $ 2,829.26
ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY
UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL
MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS.
THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE
QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS, PLEASE SIGN BELOW AND RETURN TO
AUTHORIZE WORK WITH THE ACCEPTANCE OF THIS PROPOSAL.
THANK YOU
SINCERELY,
HARLEY DAVIS
APPROVED BY:
DATE:
CERTIFICATE OF LIABILITY INSURANCE OPID .i
DATE(MWDD/YYYY)
02/18/11
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INgURMtRe-policy(les)must be endorsed. , subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
NAME:
PHONE
A/c No Ext): (ac, No):
Sihle Insurance Group /DEL 5
ADDRESS:
1300 S WOODLAND BLVD
CUSTOMERIDs: FIRST44
DELAND FL 32720
Phone:386-736-6444 Fax:386-736-6772
INSURER(S) AFFORDING COVERAGE NAIC0
INSURED
INSURERA: State Auto insurance Company 000856
First Qualit Plumbing b
Irrigation, Ync.
Gary Wayne Evers
License number: CFC050566
746 N Volusia Ave
INSURER B: Sridgefaeld Casualty Ins. Co.
INSURER C
INSURER D:
INSURER E:
Orange City FL 32763
INSURER F:
MED EXP (Any one person) s5000
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
LTR
TYPE OF INSURANCE
NSR
WVD
POLICY NUMBER
MIPODGY
(MDD/YYYY)
PODCYEXP
(MMIDDIYYYY)
LIMITS
GENERAL LIABILITY
EACH OCCURRENCE $1000000
PREMISES(Eaoowrrenar) S100000
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE FJ{ OCCUR
PBP2298600
01/01/11
01/01/12
MED EXP (Any one person) s5000
PERSONAL d ADV INJURY $1000000
X contractual
SWKT ADDIL INSRD CG2033
GENERAL AGGREGATE Is2000O0O
GEN'LAGGREGATE LIMIT APPLIESPER
PRODUCTS -COMP/OPAGG 52000000
POLICY X JE O- LOC
S
A
AUTOMOBILE LIABILITY
X ANY AUTO
BAP2139078
01/01/11
01/01/12
COMBINED SINGLE LIMIT S 1000000
(Ea acadent)
BODILY INJURY (Per person) $
ALL OWNED AUTOS
BODILY INJURY (Per accident) $
SCHEDULED AUTOS
X HIRED AUTOS
PROPERTY DAMAGE $
(Per accident)
X NON-OWNEDAUTOS
$
$
A
X
UMBRELLA LIAB
X
OCCUR
PBP2298600
01/01/11
01/01/12
EACH OCCURRENCE $1000000
EXCESS UAB
CLAIMS -MADE
AGGREGATE $1000000
DEDUCTIBLE
$
RETENTION S 0
$
B
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIV�
OFFICER/MEMBER EXCLUDED?
/A
083033735
083033735
03/13/10
03/13/11
03/13/11
03/13/12
X TORYLIA X ER -
E.L EACH ACCIDENT $1000000
E.L DISEASE - EA EMPLOYEE $1000000
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT $1000000
A
Equipment Floater
PBP2298600
01/01/11
01/01/12
leased 40,000
or rented
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required)
Plumbing Contractor- residential and commercial
CERTIFICATE HOLDER CANCELLATION
CITY OF SANFORD
407-330-5677
300 N. PARK AVE
P.O.BOX 1788
SANFORD FL 32772
CITY SAI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 11100000
BUILDING APPLICATION #: 11-10000024
BUILDING PERMIT NUMBER: 11-10000024
- 49
�CM145 l
DATE: January 28, 2011 jje:�f J,-2,77 G
UNIT ADDRESS: BELLA ROSA CIRCLE 336
29-19-31-502-0000-1210
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
PARCEL:
SUBDIVISION:
TRACT:
PLAT BOOK: PLAT BOOK PAGE:
BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: LENNAR HOMES LLC
33760
ADDRESS: 15550 LIGHTWAVE DR. SUITE
210 CLEARWATER FL
LAND USE: SINGLE FAMILY DETACHED
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 336 BELLA ROSA CIRCLE / LOT 121 / SF
DETACHED.
--------------------------------------------------------------------------------
FEE BENEFIT RATE UNIT
CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE
--------------------------------------------------------------------------------
UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
FIREnRESCUEmily Housing .00 1.000 dwl unit .00
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Single Family Houging 51000.00 1.000 dwl unit 5,000.00
PARKS N/A
.00
LAW ENFORCE N/A
.00
DRAINAGE N/A
.00
AMOUNT DUE 5,759.00
`FartAf(SIGNATURE:',V
STATEMENT
RECEIVED BY: �
(PLEASE PRINT NAME) �_ %�-
DATE: o�
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
**NOTE** 1J
SEMINOLEACOUNTTYIROOAAD, FIRE/RESCUEA LIBRARY AND/OREEDUCATIONNAALL THE
ISSUANCE OF A BUILDING PERMIT.
PERSONS_ARE_ALSO_ADVISED_THAT_ANY_RIGHTS_OF_THE_APPLICANT__OR_OWNER,
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT.
***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
THIS INSTRUMENT PREPARED BY:
Name: t ENNRQ Ho�tes- LL -r— }Q�►l�Utr��
Address:l555o "c.KrvQAyE Lw, c>
C_Lff*kW A rfP, , FL SEMINOLE COUNTY
State of Florida FLoRIDASNATuRALcHoicz
•1"1wIla goGel of Ito u us h all N IN a 111411111 III a 1111 IIII
MARVA" NORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 01529 Pg 04741 Opp
CLERK'S # 2011017736
RECORDED 0?/17/2011 02:32:09 ph
RECORDING FEES 10.00
RECORDED BY T Spath
NOTICE OF COMMENCEMENT
Permit Number Parcel ID Number (PID) 92 - 19 '3i-5001-0000—_4c)l O
The undersigned hereby gives notice that improvement will be made to cenaln real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) CE.LEw4
P6 �1 k %-5 36 -1-4 uta 3:� lG &,A(i Ads,!, e;rtle , S�NF�Ra . Fc. -;W-7-7 t
CER E
GENERAL DESCRIPTION OF IMPROVEMENT NE yr r3rg MARYANNE,MOcat 9
OWNER INFORMATION g �17+
Name and address: LE^„�rRP. 4Ao►-kE LLC Imo Av E "D2 , S. ,-re : ZC, 1
CLEPKI`) ATE 2 , F -L 33-74o
CONTRACTOR
Name and address: STEVE SI-lt TN lyp [_�c-,��cwAve: -pop-, Q -\o
FL 33'714,0
Persons wlthln the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes.
Name and address: ���E S'►-��T N I � U�KTwAyE 'DR, 'f,t-re -.Qo
C1FRR R -rE2 FC 'P,5-7(la n
M addition to himself, Owner Designates of
_ To receive a copy of the Llenors Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement:
The expiration date Is 1 year from date of recording unless a different date Is specifled.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE .CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA COUNTY OF SEMINOLE
OWNERS SIGNATURE OWNERS PRINTED NAME
"(NOTE: Per Florida Statute 713.13(1) (g), owner must sign....,. and no one else may be permitted to sign In his or her stead."
The foregoing Instrument was acknowledged before me this 07 day of J�1'1l , 20 It
by Who Is perso�allu kaawn tn-me
Name of person making statement
I U"
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
type of Identification produced
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT
ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF.
OF NATU
(SEAL)
STEPHANIE FARMER
Commission DD 641221
Expires February 15, 2011
^��, �' NpN.ATM.Trov FNnlMWenu NOD•3BS•1q4
L PERSON SIGNING
Notary Signature
0 ' City of Sanford
Planning and Development Services
�87 Engineering - Floodplain Management
Flood Zone Determination Request Form
Name: Ja kx^ Lir, z) Firm: L_<v,Ao..r I40n,,e I LLC -
Address: (55SC)-.ta�.•�wo.ve �r _ S 2 ��
City: State: State:L Zip Code: 32j-7Gp
Phone:&3.47(- • O3G3 Fax:7Z7.VT4.17yb Email:
Property Address: 3'SCa 13,010- I'Z,OiQL- C.r -
Property Owner: Lt0.f tk0 k, -e s L - C
Parcel identification Number: 21 - 19 .31.57c) Z • MOO - 121 O
Phone Number: '747.&4-79.1-7,00 Email:
The reason for the flood plain determination is:
[v"New structure ❑ Existing Structure (pre -2007 FIRM adoption)
❑ Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
OFFICIAL USE ONLY
Flood Zone?l`� L Base Flood Elevation: a. ' Datum: N A y p ' 88
FIRM Panel Number: 120 2qµ t9Ogo F- Map Date: 4 ze •07
The referenced Flood Insurance Rate Map indicates the following:
T I'he parcel is in the: [ J juodplain ❑ floodway
P,A portion of the parcel is in the* floodplain ❑ floodway
l�J The parcel is not in the: floodplain ❑ floodway
,C 11The structure is in the: [ ; ;4,Oopdl' ❑floodway
ER/The structure is not in the:floodplain ❑ floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
_RF14- I l - "714 9
ALor-1(Z- F X09 -04 - S54p -A A. L4 N
Reviewed b �,, Date: 'Z • 7.11
TAEngr-Files\Elevation CertificateTlood Zone Determination Request Form.doc
Franklin, Hart & Reid
Civil Engineers - Land Surveyors
CERTIFICATE OF ELEVATION
04/28/2011
Site Address: 336 Bella Rosa Circle
Legal Description: Lot 121, Celery Estates North, as recorded in Plat Book 71, Pages 38 through 45,
of the Public Records of Seminole County, Florida.
The finished floor elevation of the house on lot 121, on the date of our field survey, meets or exceeds
the requirements set forth in the City of Sanford Building Code; Chapter 18, Section 18-4 (a).
GaryR. oche, PS
LS no. 6306
State of Florida
1368 East Vine Street - Kissimmee, FL 34744 • Phone (407) 846-1216 • Fax (407-846-0037) • Email survey®fhrsurvey.com
iAplat subdivision\celery estates\sanford elevation cert letter\certificate of elevation for sanford-celery lot 121.doc
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires March 31, 2012
National Flood Insur,, nce Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name Lennar Homes -Central Florida Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Company NAIC Number
336 Bella Rosa Circle
City Sanford State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 121, Celery Estates North, Plat Book 71, Pages 3845
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 28'48'15'N Long. 81'14'25"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 1A
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 0 sq It a) Square footage of attached garage 400 sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number 62. County Name B3. State
120294 City of Sanford I Seminole I Florida
64. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
12117C 0090
F
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
9/28/2007
9/28/2007
X Unshaded
N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) _
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) _
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ID No
Designation Date _ ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT Use the same datum as the BFE.
Benchmark Utilized 4716401 Vertical Datum 1988
Conversion/Comments
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 15.9 ® feet ❑ meters (Puerto Rico only)
b) Top of the next higher floor NA. ❑ feet ❑ meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) NA._ ❑ feet ❑ meters (Puerto Rico only)
d) Attached garage (top of slab) 15.1 ® feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 15.8 ® feet ❑ meters (Puerto Rico only)
(Describe type of equipment and location in Comments)
0 Lowest adjacent (finished) grade next to building (LAG) 14.8 ® feet ❑ meters (Puerto Rico only)
g) Highest adjacent (finished) grade next to building (HAG) 15.2 ® feet ❑ meters (Puerto Rico only
h) Lowest adjacent grade at lowest elevation of deck or stairs, including 15.5 ® feet ❑ meters (Puerto Rico only)
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.)
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑
Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No
Certifier's Name Gary R. Roche License Number 6306
_ APR 2 `8:101
Title Professional Surveyor & Mapper Company Name Franklin, Hart & Reid ,t
Address 1368 E. Vine Street City Kissimmee State Florida ZIP Code 32744 47 (p3O�p
Date 04/z6/11 Telephone 407 -845 -
FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions
IMPORTANT: -In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
336 Bella Rosa Circle
• City_Sanford State FL ZIP Code 32771 1 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments Lowest elevation of equipment -A/C Pad
A letter of map revi%ion (LOMAR) has been issued recertifying the improved portion of this lot as Zone "X Unshaded (case 09-04-5540A)
i
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is — _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: _ — ❑ feet ❑ meters (PR) Datum _
G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum _
G10. Community's design flood elevation _ _ ❑ feet ❑ meters (PR) Datum _
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑ Check here N attachments
FEMA Form 81-31, Mar 09 Replaces all previous editions
Building Photographs
See Instructions for Item A6.
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
336 Bella Rosa Circle
City Sanford State FL ZIP Code 32771 Company NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page,
following.
FRONT
Building Photographs
Continuation Page
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
336 Bella Rosa Circle
City Sanford State FL ZIP Code 32771 I Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
REAR
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PREPARED FOR
MAP OF SURVEY
"BOUNDARY WITH IMPROVEMENTS"
LOT IZI, CELERY ESTATES NORTH, ACCORDING TO THE PLAT
TIIEREOF,AS RECORDED IN PLAT BOOK 7>, PACES 38-45 OF
THE PUBLIC RECORDS OF SEMMOLE COUNTY, FLORIDA.
S89 *50'10"N 60. 00 '
101
i Boz
SURVEY NOTES:
- SETBACK REQUIREMENTS:
FRONT -25'
SIDES 7.5'
REAR- 20'
CORNER LOTS- 15'
- ELEVATIONS SHONN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1988.
- BEARINGS SHOMN HEREON ARE BASED ON THE
RECORD PLAT, THE CENTERLINE OF BELLA ROSA
CIRCLE BEING N 89'50'10' E.
- LANDS SHONN HEREON MERE NOT ABSTRACTED
FOR EASEMENTS RIGHTS -OF -NAY, DEED
RESTRICTIONS. OR ADJOINERS OF RECORD.
- UNDERGROUND UTILITIES. FOUNDATIONS, OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
• - S.I.R.C. 5/8 LB 16605 UNLESS NOTED
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FIRM MAP NO.12117C 0090 F, EFFECTIVE,
09/28/07, THE PROPERTY DESCRIBED HEREON IS IN
ZONE 'AE'
A LETTER OF MAP REVISION (LOUR) HAS BEEN ISSUED
RECERTIFING THE IMPROVED PORTION OF THIS LOT AS
ZONE 'X ' (CASE 09-04-5540A).
>03
N
SCALE i" = 30'
APR 2 8 2011
I HEREBY CERTIFY THAT THE HAP OF SURVEY SHONN
HEREON IS IN ACCORDANCE NITH THE TECHNICAL
STANDARDS AS SET FORTH BY THE BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
GARY RI ROCHE. LS NO. 6306
FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT
VALID NITHOUT THE SIGNATURE G THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
S.C.N. -SET CONCRETE MONUMENT
P.O.C. - POINT OF COMMENCEMENT
BELLA ROSA CIRCLE
A/C
- AIR CONDITIONING UNIT
PR - PROPOSED
50' RIF PER PLAT
P.O.B. - POINT OF BEGINNING
P.I. FND
EL
TRACT E
COY. - COVERED
NAIL
392.50'
P.O.T. - POINT GF TERMINUS
— N89'50'10'E
CIL
—
- FENCE
SIN - SIDEWALK
EL12.52
P. C. - POINT OF CURVATURE
0
FF
- FINISHED FLOOR ELEVATION
DIN - DRIVEWAY
S.I.R.C. - SET IRON ROD AND CAP
P.I. - POINT OF INTERSECTION
A - DELTA OR CENTRAL ANGLE
D.U.E.
- DRAINAGE AND UTILITY EASEMENT
CA - CENTERLINE
F� I✓60 - FOUND NAIL AND DISK
•---- EL=12.5
R - RADIUS
tZ7EL=f2.7
----
CWC - CONCRETE
FAD - FOUND
10' U.E.
A - ARC LENGTH
RIM
- RIGHT OF MAY
RES. - AESIDENCE
144 P.C.P. - PERMANENT CONTROL POINT
D.E. - DRAINAGE EASEMENT
LB - LICENSED BUSINESS
P.R.M. - PERMANENT REFERENCE MONUMENT
ESNT - EASEMENT '
EL=13.7
EL=13.510.0'
%5ENTRY
vvwo
O
O
( I
�
I
3
Lu I
LOT 121
q
1,Gz
c
RESIDENCE
O izo
`o
I FF=15.86 I
O
SII
IIC
O
Z
10
COVETEo I
co
V-PAT,;r'o, °
d
El -f4.9
EL -14.4
L---_-1
0.0'
SETBACK LINE A/C
ti
[EL
N
E1=15.6
-16.2
S89 *50'10"N 60. 00 '
101
i Boz
SURVEY NOTES:
- SETBACK REQUIREMENTS:
FRONT -25'
SIDES 7.5'
REAR- 20'
CORNER LOTS- 15'
- ELEVATIONS SHONN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1988.
- BEARINGS SHOMN HEREON ARE BASED ON THE
RECORD PLAT, THE CENTERLINE OF BELLA ROSA
CIRCLE BEING N 89'50'10' E.
- LANDS SHONN HEREON MERE NOT ABSTRACTED
FOR EASEMENTS RIGHTS -OF -NAY, DEED
RESTRICTIONS. OR ADJOINERS OF RECORD.
- UNDERGROUND UTILITIES. FOUNDATIONS, OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
• - S.I.R.C. 5/8 LB 16605 UNLESS NOTED
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FIRM MAP NO.12117C 0090 F, EFFECTIVE,
09/28/07, THE PROPERTY DESCRIBED HEREON IS IN
ZONE 'AE'
A LETTER OF MAP REVISION (LOUR) HAS BEEN ISSUED
RECERTIFING THE IMPROVED PORTION OF THIS LOT AS
ZONE 'X ' (CASE 09-04-5540A).
>03
N
SCALE i" = 30'
APR 2 8 2011
I HEREBY CERTIFY THAT THE HAP OF SURVEY SHONN
HEREON IS IN ACCORDANCE NITH THE TECHNICAL
STANDARDS AS SET FORTH BY THE BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
GARY RI ROCHE. LS NO. 6306
FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT
VALID NITHOUT THE SIGNATURE G THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
S.C.N. -SET CONCRETE MONUMENT
P.O.C. - POINT OF COMMENCEMENT
(P) - PLAT
A/C
- AIR CONDITIONING UNIT
PR - PROPOSED
F.C.M. - FOUND CONCRETE MONNO:NT
P.O.B. - POINT OF BEGINNING
(C) - CALCULATED NEASUAENENT
EL
- ELEVATION
COY. - COVERED
F. I. R. C. - FOUND IRON AGO AND CAP
P.O.T. - POINT GF TERMINUS
(N) - FIELD NEASURENENT
FNC
- FENCE
SIN - SIDEWALK
F. 1. R. - FOUND IRON ROD
P. C. - POINT OF CURVATURE
G7) - DEED OR DESCRIPTION
FF
- FINISHED FLOOR ELEVATION
DIN - DRIVEWAY
S.I.R.C. - SET IRON ROD AND CAP
P.I. - POINT OF INTERSECTION
A - DELTA OR CENTRAL ANGLE
D.U.E.
- DRAINAGE AND UTILITY EASEMENT
CA - CENTERLINE
F� I✓60 - FOUND NAIL AND DISK
P.T. - POINT OF TANGENCY
R - RADIUS
LS
- LICENSED SURVEYOR
CWC - CONCRETE
FAD - FOUND
U.E. - UTILITY EASEPENlNT
A - ARC LENGTH
RIM
- RIGHT OF MAY
RES. - AESIDENCE
144 P.C.P. - PERMANENT CONTROL POINT
D.E. - DRAINAGE EASEMENT
LB - LICENSED BUSINESS
P.R.M. - PERMANENT REFERENCE MONUMENT
ESNT - EASEMENT '
DATE OF FIELD SURVEY
PLOT PLAN 01/14/11
BOUNDARY 2/19/11
FORMBOARD 2/23/11
FOUNDATION 3/3/11
FRANKLIN, HART & REID
CIVIL ENGINEERS - LAND SURVEYORS
1368 EAST VINE STREET, KISSIMMEE, FL 34744
PHONE 846-1216 FAX 846-0037
CERTIFICATE NO. LB 6605
PROJECT INFORMATIUN
JOB NO. 119756
DRAWN BY: TOF
REVIEWED BY: ORR
Application No:
Job Address
Parcel ID:
Description of Work:
Plan Review Contact Person:
All ""11
CITY
UOJNLG-& FIRE
SANFORD
EVENTION
ILICATION
Documented Construction Value: $
lee
Historic District: Yes ❑ No
,� ,, Zoning:
Title:
Phone: Fax: E-mail:
Property Owner Information
Name Phone:
Street: .�� Resident of property?
City, State Zip:
Co tractor Information
Name Phone: :�0 %n
Street: Fax: h(64% — x 466
City, State Zip: 6< State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Building Permit O
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical O
New Service – No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
No. of Stories:
Plumbing O
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 construction in this jurisdiction. 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 compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Dfiti
;: ►' �q;; DEBORAHGREAIHOUSE
+t r. MY COMMISSION N DD 814033
2 2013
Bonded Rhru NEXPIES:N�ry Public Undervniteta
Owner/Agent is V Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
�r
UTILITIES:
FIRE:
nature of Contractor/Agent Date
R]
(5Z ,
Signature of Notary-Atate of Florida Date
Nz
DEBORAH GREATHOUSE
MY COMMISSION A DO 914033
` EXPIRES: No ber 20, 2013
Bonded Thru N bllc Underwrites
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
P E R M I T #�uq lal oijF\CE
FORM 1100A-08
FLORIDA. ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: n16,77
Street: 334 cl�a
O
Builder Name: LENNAR -TAMPA LOGIC LAB
Permll Office:
City, state, Zip: , FL,
Permit Number
Owner. (1r\Nxi
Jurisdiction:
'Design Location: FL, Tampa
•1. New construction or existing New (From Plans)
9. Wall Types
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior
R=4.1 1570.00 ft'
b. Frame - Wood. Adjacent
R=11.0 290.6411'
3. Number of units, if multiple family 1
c. NIA
R= it,
4. Number of Bedrooms 3
d. NIA
R= fl'
5. Is this a worst case? Yes
10. Ceiling Types
Insulation Area
6'. Conditioned floc area (ft') 1677
a. Under Attic (Vented)
R=30.0 1679.00 1P
b. N/A
R= H'
7. Windows Description Area
c. NIA
R= fl'
a. U -Factor. Dbl, U=0.60 152.99 no
SHGC: SHGC=0.32
11. Ducts
b. U -Factor. Sgl, U=1.27 48.00 it'
a. Sup. Attic Ret. Attic AH: Interior Sup. R= 6, 419.25 no
SHGC: SHGC=0.75
12. Cooling systems
c. U -Factor. NIA fl'
a. Central Unit
Cap: 29 kBtu/hr
SHGC:
SEER: 14
d. U -Factor. NIA ft'
13. Heating systems
SHGC:
a. Electric Heat Pump
Cap: 29 k8tulhr
e. U -Factor. WA ft'
HSPF:8.2
SHGC:
14. Hot water systems
8. Floor Types Insulation Area
a. Electric
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0' 1677.00 fl'
EF: 0.9
b. NIA R= iN
b. Conservation features
c. N/A R= no,
None
15. Credits
Palst
Total As -Built Modified Loads: 36.62
Glass/Floor Area: 0.120
PASS
Total Baseline Loads: 44.22
I hereby certify that the plans and specifications covered by
Review of the plans and
F-Cia 9rJ
.Y
,this calculation are In compliance with the Florida Energy
specifications covered by this
b�O
Code.
calculation indicates compliance
y�` • ¢;
&,40 41. %�,/
with the Florida Energy Code.
PREPARED BY.
Before construction is completed
DATE: 1/--//-09
this building will be inspected for
9
compliance with Section 553.908
�„-
x u
1 hereby certify that this building, as de ' in comply c
Florida Statutes.
✓,�, -�
with the Florida Energy Code.
�0IVE'ig'V
OWNER/AGENT: i
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certificattalit by the air handler unit manufacturer that the air handler enclosure
qualifies as certified factory -sealed In accordance with N1110.A.3.
8/20/200910:04 AM 4`(� 1 EnergyGouge® USA- FlaRes2008 Page of 5
t
. . • .-Aw .
SKETCH OF DESCRIPTIO—N y
PREPARED FOR "NOTA FIELD SURVEY'
��
LOT 121, CELERY ESTATES NORTH,, ACCORDING TO THE PLAT
THEREOF,AS RECORDED IN PLAT BOOK 71, PAGES 38-45 OF
THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
OFFICE
r P.I.
392.50'
0
— — E1=12.2
10.0'
O
O
O
122 0
C
O
0
CITY OF SANFORD - BUILDING PIAN REVIEW z
PLANNING ANP DEVELOPMENT SERVICES
APPROVED
DATE.._.
— — — EL_f5_0 PR
BELLA ROSA CIRCLE
50' R/F PER PLAT
TRACT E
N89 '50' f0'E
N 5'50 `1D 'E 60.00'
EL=12.4 PR
A/C
-4.-
PR PROPOSED
F.C.N. - FM CONCRETE MONUpIENT
f0U. E.
j
EL
- ELEVATION
COV. -COVERED
F. J.R.C. - FOIM IRON ROD ADD CAP
0. T. -POINT OF TERMINUS
DO - FIELD NEAS�NT
N
- FENCE
S/W - SIDEWALK
F.J.R. - FOUND IRON R�
P.C. - POINi OF CURVATURE
(D) - DEED OR DESCRIPTION
FF
- FINISHED BOOR ELEVATION
ry
10.0 '
P.J. - POINT OF INTERSECTION
A - DELTA OR CENTRAL ANGLE
�� I
O
C/L - CENTERLINE
FND No - FOUM NAIL AND DISK
i
O
LS
- LICENSED SURVEYOR
CONC - CONCRETE
�
U.E. - UTILITY EASEMENT
A - ARC LENGTH
I I
- RIGHT OF NAY
9i
P.C.P. - PERMANENT CONTROL POINT
LOT 121
LB - LICENSED BUSINESS
P.R.N. - PERMANENT REFERENCE MONUMENT
8i
9i 9i
4+
I ELEV. '8' . I 4i
Lu
;z
r
li
FHA TYPE 'A' c
FFa 15.86 I in
BELLA ROSA CIRCLE
50' R/F PER PLAT
TRACT E
N89 '50' f0'E
I S89 '50 ' 10 "W 60.00'
101
i >oz
JAN 14 2011
SURVEY NOTES:
- SETBACK REQUIREMENTS:
FRONT -25'
SIDES- 7.5'
REAR- 20'
CORNER LOTS- 15'
- ELEVATIONS SHOWN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1988.
- BEARINGS SHOWN HEREON ARE BASED ON THE
RECORD PLAT, THE CENTERLINE OF BELLA ROSA
CIRCLE BEING N 89'50'10' E.
- LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, RIGHTS -OF -NAY, DEED
RESTRICTIONS. OR ADJOINERS OF RECORD.
- UNDERGROUND UTILITIES. FOUNDATIONS. OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FIRM MAP NO.121J7C 0090 F, EFFECTIVE,
09/28/07, THE PROPERTY DESCRIBED HEREON IS IN
ZONE 'AE'
A LETTER OF MAP REVISION (LOMR) HAS BEEN ISSUED
RECERTIFING THE IMPROVED PORTION OF THIS LOT AS
ZONE 'X ' (CASE 09-04-55404).
103
N
SCALE 1" - 30'
THIS IS NOT A SURVEY! THIS DRAWING IS NOT
TO BE USED FOR CONSTRUCTION OR LAYOUT OF
ADDITIONAL STRUCTURES. PLAT MEASUREMENTS
MAY DIFFER FROM ACTUAL FIELD MEASUREMENTS.
1 HEREBY CERTIFY THAT THE SKETCH OF DESCRIPTION
SHOWN HEREON IS IN ACCORDANCE WITH THE TECHNICAL
STANDARDS AS SET FORTH BY THE BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.
FLORIDA ADMINWRA LTVE COOED PURSUANT TO SECTION
472.027, FLORIUDA�SIfATUTES.-
/r
GARY ROCHE, LS NO. 6306
FLORID REGISTEREO LAND SURVEYOR AND MAPPER. NOT
VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
S.C.M. - SET CONCRETE MONUMENT
N 5'50 `1D 'E 60.00'
EL=12.4 PR
A/C
-4.-
PR PROPOSED
F.C.N. - FM CONCRETE MONUpIENT
f0U. E.
(W - CALCULATED NEASURENENT
EL
- ELEVATION
COV. -COVERED
F. J.R.C. - FOIM IRON ROD ADD CAP
0. T. -POINT OF TERMINUS
DO - FIELD NEAS�NT
N
- FENCE
S/W - SIDEWALK
F.J.R. - FOUND IRON R�
P.C. - POINi OF CURVATURE
(D) - DEED OR DESCRIPTION
FF
- FINISHED BOOR ELEVATION
^+
10.0 '
P.J. - POINT OF INTERSECTION
A - DELTA OR CENTRAL ANGLE
�� I
O
C/L - CENTERLINE
FND No - FOUM NAIL AND DISK
I EN,R ° I I
O
LS
- LICENSED SURVEYOR
CONC - CONCRETE
�
U.E. - UTILITY EASEMENT
A - ARC LENGTH
I I
- RIGHT OF NAY
RES. - RESIDENCE
P.C.P. - PERMANENT CONTROL POINT
LOT 121
LB - LICENSED BUSINESS
P.R.N. - PERMANENT REFERENCE MONUMENT
ESMT - EASEMENT J
MODEL 1677
4+
I ELEV. '8' . I 4i
Lu
o l
PROPOSEDO
I RESIDENCE I l
12O
FHA TYPE 'A' c
FFa 15.86 I in
0
I II
o
fo.
I
En
L-----
10.0'
SETBACK LINE AIC
N
ti
OFF;
EL=15.3 PR— — —
I S89 '50 ' 10 "W 60.00'
101
i >oz
JAN 14 2011
SURVEY NOTES:
- SETBACK REQUIREMENTS:
FRONT -25'
SIDES- 7.5'
REAR- 20'
CORNER LOTS- 15'
- ELEVATIONS SHOWN HEREON ARE BASED
ON NORTH AMERICAN VERTICAL DATUM OF 1988.
- BEARINGS SHOWN HEREON ARE BASED ON THE
RECORD PLAT, THE CENTERLINE OF BELLA ROSA
CIRCLE BEING N 89'50'10' E.
- LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR EASEMENTS, RIGHTS -OF -NAY, DEED
RESTRICTIONS. OR ADJOINERS OF RECORD.
- UNDERGROUND UTILITIES. FOUNDATIONS. OR OTHER
STRUCTURES WERE NOT LOCATED BY THIS SURVEY.
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FIRM MAP NO.121J7C 0090 F, EFFECTIVE,
09/28/07, THE PROPERTY DESCRIBED HEREON IS IN
ZONE 'AE'
A LETTER OF MAP REVISION (LOMR) HAS BEEN ISSUED
RECERTIFING THE IMPROVED PORTION OF THIS LOT AS
ZONE 'X ' (CASE 09-04-55404).
103
N
SCALE 1" - 30'
THIS IS NOT A SURVEY! THIS DRAWING IS NOT
TO BE USED FOR CONSTRUCTION OR LAYOUT OF
ADDITIONAL STRUCTURES. PLAT MEASUREMENTS
MAY DIFFER FROM ACTUAL FIELD MEASUREMENTS.
1 HEREBY CERTIFY THAT THE SKETCH OF DESCRIPTION
SHOWN HEREON IS IN ACCORDANCE WITH THE TECHNICAL
STANDARDS AS SET FORTH BY THE BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17.
FLORIDA ADMINWRA LTVE COOED PURSUANT TO SECTION
472.027, FLORIUDA�SIfATUTES.-
/r
GARY ROCHE, LS NO. 6306
FLORID REGISTEREO LAND SURVEYOR AND MAPPER. NOT
VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
S.C.M. - SET CONCRETE MONUMENT
P.O.C. -POINT CODOIENCEMENT
(P) - PLAT
A/C
- AIR CONDITIONING UNIT
PR PROPOSED
F.C.N. - FM CONCRETE MONUpIENT
P.O.B. - POINT OF BEGINNING
(W - CALCULATED NEASURENENT
EL
- ELEVATION
COV. -COVERED
F. J.R.C. - FOIM IRON ROD ADD CAP
0. T. -POINT OF TERMINUS
DO - FIELD NEAS�NT
FNC
- FENCE
S/W - SIDEWALK
F.J.R. - FOUND IRON R�
P.C. - POINi OF CURVATURE
(D) - DEED OR DESCRIPTION
FF
- FINISHED BOOR ELEVATION
D/M - DRIVEWAY
S. J. R. C. - SET IRON ROD AND CAP
P.J. - POINT OF INTERSECTION
A - DELTA OR CENTRAL ANGLE
D.U.E.
- WINAGE ADD UTILITY EASEMENT
C/L - CENTERLINE
FND No - FOUM NAIL AND DISK
P.T. - POINT OF TANGENCY
R - RADIUS
LS
- LICENSED SURVEYOR
CONC - CONCRETE
FDD- FOLlD
U.E. - UTILITY EASEMENT
A - ARC LENGTH
RIN
- RIGHT OF NAY
RES. - RESIDENCE
P.C.P. - PERMANENT CONTROL POINT
D.E. - DRAINAGE EASEMENT
LB - LICENSED BUSINESS
P.R.N. - PERMANENT REFERENCE MONUMENT
ESMT - EASEMENT J
FRANKLIN, HART .& REID
CIVIL ENGINEERS — LAND SURVEYORS
1368 EAST VINE STREET, KISSIMMEE, FL 34744
PHONE 846-1216 FAX 846-0037
CERTIFICATE NO. LB 6605
PROJECT INFUHMATIUN
JOB NO. 118926
ORA WN 8Y: TOF
REVIEWED BY: GRP
iE
r4
PLUG
- RE= 00-9-
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
rano ev-r
General Notes
1) M MN read WNW M Vm ad M
0*ft nae se W dod 1afe4i parted V—
bMbrfrrV�tlq.
2) m, - to M Seer am rba rDwdn
roll
3) N br naft b 24' QG obr oDisafr
rabd
4) M Tres Fkb waft 0=41 ratame�loCes
paneled z-rasq sem be pbW d a
nomm spa" 1S' at sear the yR b
to i paW • o A*n a1 W Mbar =0
z-bm nroyr s. dwe0
Pena ndr b ILgtl b eV aid6ed babp
MAL
ROOF LOADING SCHEDULE
TCL 20 PSF
ba PF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 Z
WIND SPD/TYPE- 123 MPH
ENC1.0m BLDG.
BLDG EXPOSURE = C
USAGE a RESIDENTIAL CAT D
NAND IMPORTANCE FACTOR- 1
UPLIFTS BASED ON- 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member � muvabr pbm
Ore dvslpwd br ASC -06 aM mndmum brae
Imm EeN rampn ��cbddUip
and Talo �wYl4rdd
' Tbae W bava been rev►+ed m eery N
.muk-1 got pa _=U
Dawn diad Ure
bed
FLOOR LOADING SCHEDUL
TCL PSF
TCDL PSF
BCOL a PSF
TOTAL PSF
WALL KEY
�9.-4'
DESORPTION NR. DATE
N carer a1r
LDAW DESMPTIDN W. DATE
ab w..ra era rrr w
01
CARPENTER
CONTRACTORS
OF AMERICA
9900 AVENUE G N. V.
VINTER HAVEN FLORIDA XIB80
PHONE' GOD) 959 -OM
FA* 06W 294-2488
BUILDER I.ennw/Tsmps
PRO&CT:Various
MODEL :1877 110. 'B'
CCA PROD/MODEL/ALT
.8C5/8C8 18778
ALT DESCRF
OTC
LOT : 1 a ) BLOCK:
DESIGNER
PAGE
1
DATE
.04.16.10
LAN
S1A4
!I 39255R
"=1'
M 11AV= OMAN WAMA p
v
REVISION
PERAUT # 1049 DATE l
PROJECT ADDRESS J 3 � ct O S Ci- Ci rCl e,
CONTRACTOR L E iyiv R 2 Ro m E 3- LLC
PHONE #
CONTACT PERSON JC., N N L v E Lx
DESCRIPTION OF REVISION
FAX # X1 - -1 g - VI 41-U
1,. for, i
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING &
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Status
FL8905-R1
Revision
General Aluminum Company
Steven M. Urich, PE
Approved
History
Category: Windows
(717) 932-8500
Subcategory: Mullions
FL11443
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Fixed
FL11738
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Single Hung
1r
http://www.floridabuilding.org/pr/pr_app_lst.aspx
3/9/2011
Florida Building Code Online
Page 2 of s
FL12968
FL12989
FL12990
New
New
New
General Aluminum Company
Category: Windows
Subcategory: Single Hung
General Aluminum Company
Category: Windows
Subcategory: Horizontal Slider
General Aluminum Company
Category: Windows
Subcategory: Fixed
Steven M. Urich, PE
(717) 932-8500
Steven M. Urich, PE
(717) 932-8500
Steven M. Urich, PE
(717) 932-8500
Approved
Approved
Approved
FL13143
FL13199
New
New
General Aluminum Company
Category: Windows
Subcategory: Horizontal Slider
General Aluminum Company
Steven M. Urich, PE
(717) 932-8500
Steven M. Urich, PE
Approved
Approved
Category: Windows
(717) 932-8500
Subcategory: Fixed
FL13365
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Mullions
FL13846
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Horizontal Slider
FL13848-Rl
Revision
General Aluminum Company
Steven M..Urich, PE
Approved
History_
Category: Windows
(717) 932-8500
Subcategory: Fixed
FL13849
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Casement
FL13850-R1
Revision
General Aluminum Company
Steven M. Urich, PE
Approved
History
Category: Windows
(717) 932-8500
Subcategory: Single Hung
FL14000
New
General Aluminum Company
Steven M. Urich, PE
Approved
Category: Windows
(717) 932-8500
Subcategory: Fixed
*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary.
http://www.floridabuilding.org/pr/pr_app_lst.aspx 3/9/2011
TWO BY BUILD
DOWN BY OTHERS
SHEATHING
BY OTHERS
CAULK BE IWEEN
WINDOW FLANGE
PERIMETERCAULK
By
OTHERS
FLANGE TYPE
WINDOW FRAME
HEAD
EXTERIOR
GLAZING Tw.
SEE SHEET 2
FLANGE TYPE
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN WIND) -\
FLANGE h WOOD BU
1 J/16'
MIN. EMB(DMENT
\-I /A- MAX
SPACE
`INSTALLATION
ANCHOR
-RIGID FILLER
INTERIOR WINDOW
HEIGHT
-INSTALLATION
ANCHOR
/1 RI -GID FILLER
1/A' MAX
SHIM SPACE
Q I 1/A' MW.
EMBEDMENT
CAULK BETWEEN WOOD BUCK &I
MASONRY OPENING BY OTHERS SECTION A — A
FOR ANCHOR
SPACING SEE
NOTES 10 AND 11
AND SHEET 2
1/4' MAX
1 1 14,
SPACE
MIN EMBEDMENT
FLANGE iwf
�}F• 0 b*-
60" x 60"
ELEVATION AND INSTALLATION DETAILS
pJAMB
tRAME
INSTALLATION
f ANCHOR
F.A.DWe
O
GLAZING T R
O
CONCRETE/MASONRY
SEE SHEET 2 RIGID FILLER
BY OTHERS
EXTERIOR / /
0
ONE By WOOD
JBUCK
BY OTHERS
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE i WOOD RUCK
SECTION
B -B
F�-60' NAx, mNDOw WIDTH-�1
F -
ELEVATION
VIEWED FROM EXTERIOR
OES/GN PRESSURE RATING WPACTRATYJO
140PSF NONE
60"
MAX
WINDOW
HEIGHT
REVISIONS
REV I DESCRIPTION DAI( APPROWED
A I UPDATED PER NEW TESTING 10/29/09 1 R.I.
GENERAL NOTES
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY
WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS
4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WAIN LOAD BEARING SHIM
MAXIMUM ALLOWABLE SHIM STACK 10 BE 1/4', SHIM WHERE SPACE IS 1/16'
OR GREATER OCCURS
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054' THICK
6) USE CAULK BEHIND WINDOW FLANGE AT HEAD. JAMBS AND SILL
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN.
8) UNITS MUST BE GLAZED PER ASTM E1300.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 152 OF DESIGN LOAD
APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 50PSF DUE TO WATER
TEST PRESSURE OF 7 5 PSF ACHIEVED IN TEST.
10)INSTALL FLANGE FRAME WINDOW INTO WOOD FRAMING VAIN /8 SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE MIN. 1-3/16' EMBEDMENT INTO FRAMING FOR
NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2
LOCATE ANCHORS 6' FROM EACH CORNER SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19-1/2-
11) INSTALL FLANGE FRAME WINDOW INTO CONCRETE OR MASONRY WITH 3/16 -
DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN 1 -1/4 -
EMBEDMENT INTO SUBSTRATE WITH 2-5/8- MINIMUM EDGE DISTANCE. FOR
NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2.
LOCATE ANCHORS 6' MAX FROM CORNERS SPACING BETWEEN ANCHORS
MUST NOT EXCEED 19-1/2-
12)
IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY
LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE
REOUIRED
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -16 WAS USED
FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES VAIN STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 6.0.46
B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I
(OR GREATER).
15) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION
Ml COMPANY
GENERALALUMINUM
0
00oseY D
CARROLTON. TX 75006
``\��`S
z
`� •��CENIyF.9iP
SERIES 1550/1570 ALUMINUM RECTANGULAR PW
�}F• 0 b*-
60" x 60"
ELEVATION AND INSTALLATION DETAILS
10_ - TATE OV.F ; ��
No
RA
�(,
�';FS0 GR1D6\�\
F.A.DWe
08-00516
•/i�NA
SCALE DATE SHEET
NTS 07/08/08 1 OF 2
11�����
Dealan brassures for units Witted with S32" annealed
Melon orsaauras far units aimed with U11• ennaalad
ln4 w igh (n)
Un4 w ia01(n)
12 18 24 ' 30 36' 48. 54 '60
(In)
►bight
12 •18: 24
30 38
�48 .54 6O
tN
Pbs Neg Pm 'Mg. Pbs f4eg
Ru I Nag PDs Nag
Pbs I Nog Pbs
I Nag Poe I Nag
12.0
50.0 60.0 500 60.0 50 0 60.0
50.0 60.0 50.0 60.0 $0.0 100.0 160.0 180.0 50.0 60.0
18.0
50.0 80.0 50.0 60.0 50.0 60.0
50.0 160.0 50.0 52.1
40.1 40.3 37.91
37.9 50.01600
-24.0
50.0 60.0 50.0, 60.0 SOA 6D.0
50.0 58.2 486 488 34.4 34.4 28.7
28.7 24.1 24.4
30.0
50.0 60.0 50.0 60.0 50.0 582
48.0 480 40.4 40.4
30.8 30.8 27.5 27.5 246 24.6
-36.0
500 60:0 50.0 52.1 48.8 48.8
40.4 40.4 34.1 34.1
25.8 258 23.4
23.4 47.8 47.8
46.0
50.0 80.0 40.3 40.3 34.4 34.4
30.8 30.8 2Q8 25.8
19.6 19.5 17.5
17.5 15.0 15.6
54.0 150.0
1 80 0 37.9 37.9 28.7 28.7
27.5 27.5 23.4 234
17,5 17.5 15.4
15.4 14.2 142
60.0 150.0
1 60.0 150.0 160.0 24.4 24.4
24.6 24.6 21.1 21.1
15.6 15.6 142
14,2 129 12.9
Melon orsaauras far units aimed with U11• ennaalad
Doslan br►►eur►e for units alu*d with 3hr annealed
ln4 w igh (n)
He4M
12 18 24 ' 30 36' 48. 54 '60
(In)
FU► .Nog Fbs W9 Fos I Neg PCs Nag Fbs Nog Fos Nog ft Nog P- Nog
12'Sao 160.0 •50:0 6D.0 50.0 80.0 500 50.0 $0.0 80.0. 50.0 6110 50.0 •60.0 Sao •60.0
18;
'50.0 Bao 50.0' ea0 $0.0 80.0, Soo 60.0 50.0 60.0 50.0 50.0 Sao •80.0 50.0 -W.0
24:
-50.0 '60.0 ''50.0 60.0 $0.0 80.0 $0.0 60.0 50.0 60.10 44.8 44.8 38.3 138.3 33.2 33.2
36
50.0 :80.0 '50.0 60.0 $0.0 80.0 5010. 60.0 50.0 593. 43.7 43.7 38.1 38.1 .32.9 92.9
36
50.0 ,60.0 50.0 Sao 50.0 60.0 $00 59.3 '50.0 51.1 39.4 39.4 35.4• 35.4 31.5 313
48'
600 60.0 •50.0 60.0 44.8 44.8 43.7 437 39:4 39.41 30.3 3O.SI 27.1 27.1 24.7 24.7
54•
50.0 60.0 1 Sao I 50.0 36.3 38.3 138.1138.11354 35.4 127.1127.1 24.3 24.3 22.0 22.0
50,
50 0 80.0 150 0 16110 133.2 1 33.2 132.9 132.9 131.5 91.5 124.7 124 7 122.0 122.0 119.9 1 19.9
Doslan br►►eur►e for units alu*d with 3hr annealed
RENSWNS
RCv I DESCRPTON oATC I APRRMD
• I UPDATED PER NEW TESTING 1 10/29/09 IRL
tatmhsr of snehom for unha uslna 0 wood screw
Lent w1 Wift
HapM
12 .10 24
30 1 '36 48 1 54 60
(n)
FbaWO fbs Nag PmNog
Fb Nag Pbs Nog Pos, Nap ,Phe NV P- Nog
12
50.0 60.0 50.0 80.0 50.0 60.0 500 60.0 50.0 80.0 60.0 1 60 0 160.0 60.0 50.0 60.0
:16,
50.0 60.0 50.0. 60.0 50.0 60.0
50.0 600 50.0 00.0 50.0 '60.0 50.0 80.0 SRO 80.0
24
50,01600 50.0 60.0 50.0 '60.0 50.0 60.0 50.0 80.0 50.0 80.0 50.0 60.0 50.0 80.0
.30•
50.0 60.0 50.0 80.0 50.0 60.0 50.0 60.0 50.0 80.0 $0.056.2 50.0 55.4 50.0 53.3
Set•
50.0 'e0.0 5110 60.0 50:0 50.0
$00 80:0 50.0 00.0 500 53.3 30.0' 50.0 47.6 47:6
48-
$0.0 60.0 '50.0 60.0 50.0 60.0
50.0 56.2 50.0 53.3 50.0 50.0 45.0 45.0 41.7. 41.7
-54
50.0 80.0 T 60.0 60.0 50.0 60.0
50.0 55.4 Sao 1 60.0 43.0 43,01-41.8 141.8 38.9 36.9
80' • 50.0 80.0 160.0 160.0 150.0 160.0 1
50.0 533 47.81 47.0 41.7 41.7130.91 38.9 40.0 40.0
RENSWNS
RCv I DESCRPTON oATC I APRRMD
• I UPDATED PER NEW TESTING 1 10/29/09 IRL
tatmhsr of snehom for unha uslna 0 wood screw
N..w lrr nI •.wAnr• Inr ..nIN .w lwn v4a• Met?-
F-
WTfr.Mn
Unit w Idth ('n)
Heigh
120
18.0
24.0
30.0 38.0
18.0
S4.0
60.0
(n)
NLS Aamb
NAS Jamb
NAS jJ80nb NAS
IJ&Inb NAS Vomb
HAS Pamb
HAS Pamb
NAS
mb
12.0
1
1 2
1 2 1
2
1 31
3
1 4
1 4
1
14.0
1
2 2
2 2 2
2
2 3
2 3
2 4
2 4
2
24,0
1
2 2
2 2 2
2
2 3
2 3
2 4
2 4
2
30.0
1
2 2
2 2 2
2
2 3
2 3
2 4
2 4
2
30.0
1
3 2
3 2 3
2
3 3
3 3
3 4
3 4
3
18.0
1
3 2
3 2 3
2
3 3
3 3
3 4
3-4
3
54,0
1
4 2
4 2 1
2
4 3
4 3
4 4
4 4
4
00.0
1
1 2
4 2 4
2
1 3
4 3
4 4
4 4
4
N..w lrr nI •.wAnr• Inr ..nIN .w lwn v4a• Met?-
F-
WTfr.Mn
GENERAL LWMCROSBY RMINUM oOMPANY ````J\S R.ILp /
001 z
CARROLTON• TX 75006 ` "�•��GENSF:9d1��
SERIES 1550/1570 ALUMINUM RECTANGULAR PW *• p 1k =
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS ATE OF &:
DRAW D.CNo. OA
scuE w1E 08-500516 A
NTS 07/08/08 2 Of 2
Lhd w i001(in)
H*M
12.0
1G0
1 21.0
Sao, 1 38.0
4&0
1 SAO
SAO
(in)
HAS
mb'HAS
mb HAS
mb HLS
mb HAS
mb HAS
mb HAS amb HLS Join
120
1
1 2
1 2
1 2
1 3
1 3
1 4 1
4
1
18:0
1
2 2
2 2
2 2
2 3
2 3
2 4 2
4
2
24LO
1
2 2
2 2
2 2
2 3
2 3
2 4 2
4
2
3Q0
1
2 2
2 2
2 2
2 3
2 3
2 4 2
4
2
30.0
1
3 2
3 2
3 2
3 3
3 3
3 4 3
4
3
4&0.1
3 2
1 2
3 2
3 3
3 3
3 4 3
1
J
51.0
1
4 2
4 2 j
4 2
1 34
3
4 4 ♦
4
4
40.0
1
4 1 2
4 2
4 2
4 3
4 3
4 4 1
1
4
GENERAL LWMCROSBY RMINUM oOMPANY ````J\S R.ILp /
001 z
CARROLTON• TX 75006 ` "�•��GENSF:9d1��
SERIES 1550/1570 ALUMINUM RECTANGULAR PW *• p 1k =
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS ATE OF &:
DRAW D.CNo. OA
scuE w1E 08-500516 A
NTS 07/08/08 2 Of 2
Two BY BUILD
DOWN BY OTHERS
SHEATHING
BY OTHERS
CAULK BETWEEN -�
WINDOW FLANGE
PERIMETER CAULK
BY OTHERS
FLANGE TYPE
WINDOW FRAME
HEAD -
EXTERIOR
GLAZING TYR.
SEE SHEET 2
FLANGE TYPE.
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE At WOOD BUCK D
FILLER
1/A• MAX
SHIM SPACE
Q 1 1/: MIN
EMBEDMENT
CAULK BETWEEN WOOD BUCK Q —
MASONRY OPENING BY OTHERS
SECTION A—A
MAX WINDOW WIDTH
A
1/4• MAX
1 I/:
SPACE
MIN. EMBEDMENT
1 3/16•
FLANGE TYPE
MAX.
MIN. EMBEDMENT
WINDOW FRAME
v
iN1ER10R JAMB
INSTALLATION
B
ANCHOR
/ A
`1/1• MAX
SPACE
p�
`INSTALLATION
GLAZING TYP
CONCRETE /MASONRY
ANCHOR
SEE SHEET 2 RIGID FILLER
BY OTHERS
-RIGID FILLER
ExIERTO$
a
ONE BY WOOD
BUCK BY OTHERS
PCRIMETER CAULK
BY OTHERS
CAULK BETWEEN WINDOW
INTERIOR WINDOW
FLANGE k WOOD BUCK
HEIGHT
SECTION B -B
-INSTALLATION
ANCHOR
FILLER
1/A• MAX
SHIM SPACE
Q 1 1/: MIN
EMBEDMENT
CAULK BETWEEN WOOD BUCK Q —
MASONRY OPENING BY OTHERS
SECTION A—A
MAX WINDOW WIDTH
A
FOR ANCHOR
SPACING SEE J ELEVATION
N07ES 10 AND it
AND SHEET 2 VIEWED FROM EXTERIOR
A
B E ao
// MAX.
WINDOW
HEIC7H
60• MAX WINDOW WIDTH
ELEVATION
VIEWED FROM EXTERIOR
OESX7NPRESSURE RATING WPAGTRAFMTG
t40PSF ADVE
KVISIONS
ANDESCRIPTION DATE I APPROVED
A I UPDATED PER NEW TESTING 10/29/09 1 RL
GENERAL NOTES.
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY
WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING 70 BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
1) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS
A) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/A SHIM WHERE SPACE IS 1/16
OR GREATER OCCURS
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 .054• IHICK
6) USE CAULK BEHIND WINDOW FLANGE AT HEAD. JAMBS AND SILL.
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) UNITS MUST BE GLAZED PER ASTM E1300.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD
APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED 70 SOPSF DUE 10 WATER
TEST PRESSURE OF 75 PSF ACHIEVED IN TEST.
10)INSTALL FLANGE FRAME WINDOW IN16 WOOD FRAMING WITH /8 SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE MIN 1-3/16• EMBEDMENT INTO FRAMING. FOR
NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS 1N SHEET 2
LOCATE ANCHORS 6 FROM EACH CORNER. SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19-1/2-
11) INSTALL FLANGE FRAME WINDOW INTO CONCRETE OR MASONRY WITH 3/16 -
DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN 1 -1/4 -
EMBEDMENT INTO SUBSTRATE WITH 2-5/8- MINIMUM EDGE DISTANCE FOR
NUMBER OF ANCHORS NEEDED REFER 70 ANCHOR CHARTS IN SHEET 2
LOCATE ANCHORS 6 MAX FROM CORNERS SPACING BETWEEN ANCHORS
MUST N07 EXCEED 19-1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY
LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE
REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS N07 USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN WIND LOAD DURATION FAC70R C4.1.6 WAS USED
FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WTH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL N07 BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0 46
BCONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I
(OR GREATER)
15) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION.
GENERAL ALUMINUM COMPANY
1001 W. RD
C RRO TON. TX CROSBY5006
SERIES 1550/1570 ALUMINUM DESIGNER PW *%
60" x 60"
ELEVATION AND INSTALLATION DETAILS
r. A. 108-00517
Sc -E NTS DATE 07/08/08 1 SHEET 1 OF 2
/
6I•
MAX.
WINDOW
/
HEIGHT
B
B
/ A
FOR ANCHOR
SPACING SEE J ELEVATION
N07ES 10 AND it
AND SHEET 2 VIEWED FROM EXTERIOR
A
B E ao
// MAX.
WINDOW
HEIC7H
60• MAX WINDOW WIDTH
ELEVATION
VIEWED FROM EXTERIOR
OESX7NPRESSURE RATING WPAGTRAFMTG
t40PSF ADVE
KVISIONS
ANDESCRIPTION DATE I APPROVED
A I UPDATED PER NEW TESTING 10/29/09 1 RL
GENERAL NOTES.
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY
WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING 70 BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
1) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN
WIND BORNE DEBRIS REGIONS
A) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/A SHIM WHERE SPACE IS 1/16
OR GREATER OCCURS
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 .054• IHICK
6) USE CAULK BEHIND WINDOW FLANGE AT HEAD. JAMBS AND SILL.
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) UNITS MUST BE GLAZED PER ASTM E1300.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD
APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED 70 SOPSF DUE 10 WATER
TEST PRESSURE OF 75 PSF ACHIEVED IN TEST.
10)INSTALL FLANGE FRAME WINDOW IN16 WOOD FRAMING WITH /8 SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE MIN 1-3/16• EMBEDMENT INTO FRAMING. FOR
NUMBER OF ANCHORS NEEDED REFER TO ANCHOR CHARTS 1N SHEET 2
LOCATE ANCHORS 6 FROM EACH CORNER. SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19-1/2-
11) INSTALL FLANGE FRAME WINDOW INTO CONCRETE OR MASONRY WITH 3/16 -
DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN 1 -1/4 -
EMBEDMENT INTO SUBSTRATE WITH 2-5/8- MINIMUM EDGE DISTANCE FOR
NUMBER OF ANCHORS NEEDED REFER 70 ANCHOR CHARTS IN SHEET 2
LOCATE ANCHORS 6 MAX FROM CORNERS SPACING BETWEEN ANCHORS
MUST N07 EXCEED 19-1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY
LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE
REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS N07 USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN WIND LOAD DURATION FAC70R C4.1.6 WAS USED
FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WTH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL N07 BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0 46
BCONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I
(OR GREATER)
15) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION.
GENERAL ALUMINUM COMPANY
1001 W. RD
C RRO TON. TX CROSBY5006
SERIES 1550/1570 ALUMINUM DESIGNER PW *%
60" x 60"
ELEVATION AND INSTALLATION DETAILS
r. A. 108-00517
Sc -E NTS DATE 07/08/08 1 SHEET 1 OF 2
Deslon ores*uros.for,unlfs aimed wlih N3r annealed
Deilan bressuroe for uMts blsiid^wlth'11r annealed
Uhl vi ldlh (in)
lhlwldl on)
HOW
12. 18 24' 30 36 46.... 54 60
,.
Hsk t . 12 16 24 30 38;
48 1
54 80
01. Obs'l Neg I Pos
Neg Pbs:] Nag, P1is'
NV Pas I Neg
F6f..
Neg:I
Poe NV Poi- WV
12.0 50.0 60.0 $0.0
80.0 .50.q 60.0. 50.0
80.0 40,0 600: 50.0
60,0
50.0. 60.0. 50.0 80.0
18A .50.0. 60.0 50.0
80.0 ;50.0 ,80.0 MO'
80.0 ,50,0 52:1
1 3- 0.3 -40. `.37,9. 37.9 50.0 "60.0
24.0 '50.0, -6D.0. '50.0.
60.0 ,50.0 60.0 50.0
582" _48.6 A8.81 34:4
34.4,
.28:7. 284 24.4 '24:4.
.30.0 50.0. 60.0 '50.0
60.0 50.0- '58.2: '48.0.
48.0 40.4 .40:4•
30.8
30.8,'27,5.
275' 24.6 24.6
36.0 50.0 80.0 50.0• 521 '48.8 '48.6 10,4, '40.4.1,34.1 34.1
2SA
25.8
'23,41 23.4: 47.8 47.8
48.0. '501.6 60.0 .40.3
40.3 '34,4' '34.4' 30.8.
300 '25.8 ;25.8
19.6
19.8
'17.5• 17.5' 15.8 15.8
5.4.0 50.0 '60.0, �3T.9
37.9 •28.7 28,7 37.5, 27.5 23.4 •23:4
17:5'
17:5,
15.4 154, 14.2 14.2
• 80.0 50.0 80.0, 500
66.0 '24.4 24.4. 24.8
124.6 :21.1..21.1
15.6
15:6
14.2' 14.2 12.9 12.9
Deilan bressuroe for uMts blsiid^wlth'11r annealed
Dito n•oressures for unRs•almed,wilth 318 -annealed
Uhl vi ldlh (in)
- -
HOW
12. 18 24' 30 36 46.... 54 60
,.
L11i w idUi M)
Wg Pbs, Nn 'PDe I Nig
12'
.80.0 50.0 $0.0 500
50.0 •60.0 1,50.0 '80:0 .50.0 60.150.014%Z150.0
600- 60.0 '60.0' 60.0 60.0
18,
I•I461
- 12
16
24•
30
38 "
48
.54
60
(h)
Pbs' I Nag'
I Fbe
Neg'
.Poe Neg
Pbs;
Neg
Fos Neg
Poe Nag
Pbs
Nag,
Fos
Nep
12
50.0. 600
50.0
60:0
50.0 60:0
50.0
60.0
50.0, •60.0
50.0. 60.0, 50.0
6D.0
50.0
60:0
16
$0.0 60.0
50.0
80.0
-50.0, 60.0
50.0
60;0
500 60,0
50.0 80.0 50.0
60.0
50.0
60.0.
24
'SDA- 60.0
50.0
'60.0
50.0 60:0
$OA
60:0
50:0 :66.0
44.8 44.9
38.3
38.3
33.2
33.2
30
50.0: 60.0
MO
80.0 '50.0 60.0
'66.W BOA
50.0 ,59.3 43.7 '43.7
38.1
38.1 '32.9
32.9
38 .
'50.0; 60.0
50:0
60.0
50.0 60.0, 50.0' 59.3
50:0 51.1' 39.4 39.4
35.4
35.4 '31:5
31.6
.48
50.0 60.0 .50:0 1 .60.0
44.8 44.8, 41.7
437,
39:4 '39.'4:130.3
130.3 1
27:1 -27,1
24:7 1
•241
54
50.0 60.0
50.0
'60.0 138.3138.3
4 4
38.1
36'1
35.4 135.14
27.1 27.1
24.3 '2413 1.22.0
1
22:0
60
150.0 160.0
1 50.0
'60:0 133.2
133.2
32.9
328
F31.6 31.5 124.7
124.7'1210 1
22.0 I
19.9 119.9
Dito n•oressures for unRs•almed,wilth 318 -annealed
RE%f&ONS
REV I DESCRiPT ON DATE I PPROVED
UPDATED PER NEW TESTING 10/29/09 1 R.L.
44enbsr of inehms far.unne.usim es wrind eerew
Uhl vi ldlh (in)
- -
HOW
12. 18 24' 30 36 46.... 54 60
ih)
Pbs Nag Ws W Pm, Nep Pbs NV Fbe" Nig ias
Wg Pbs, Nn 'PDe I Nig
12'
.80.0 50.0 $0.0 500
50.0 •60.0 1,50.0 '80:0 .50.0 60.150.014%Z150.0
600- 60.0 '60.0' 60.0 60.0
18,
50:0 ;60.0 •50.0 60.0 ,'50.0' 80."60.0 50,0' 80.0 500
800' 50.0 '80:0 50.0- 60.0
24
SD.0- V.0 .50.0 -60.0 X50.0 60.;60,0 50.0•'80,0 ,50.0
80.0 60.'0 .60.0 60.0 60.0
30
50.0' ,60.0 •50.0 .800 •50.0. 60.'80:0; 50.0. 60.0 .50.0'
58:2 50.0 •55.41 50.0 53:3
98.
50:0 80.0. 50.0 80.0 =50.0 80.'80.0 500• '60.0 •50.0
63.3 60.0 .50.0 47.8: 47.8
48.
50.0; •80:0,'60:0 60.0 ,50.0 80.:: 50:0' 539 :SD>0
50.0. 45.0 '4&0 X1:7 41.7
64
50:0 •60.0 50:0-I'MO '50:0 BO.)554, SOA: 60:0 :�5.0
460' 41.8 ;41.8 389 38.9
80
50:0 60.0 ;60.0' 60.0 •600 60.533, 4T8..47.8 41.7
41:7 38:9 :38.'9 40.0' 40.0-
RE%f&ONS
REV I DESCRiPT ON DATE I PPROVED
UPDATED PER NEW TESTING 10/29/09 1 R.L.
44enbsr of inehms far.unne.usim es wrind eerew
eLmber of enehnra for units ualna ]Ne' RW Tanen
-
- -
---------
.. -- -..LiN WNih (h)-
- - -
- ---
-
He(gM.
120
10.0
•21.0
31X0 ' 30.0
.: 40.0.
S40'
• 01X0'
(in)
N6$
kbmb H".
Aemb H"Jamb
H&S-lAmb N83 Jamb
N8$ Wmbi
M" Jamb
H"mb
mb H6S Jamb
120
1
11
2
1,
2
1 2 1 1 3
1 3
•1 4
1 4
1
10.0
1
>2
'2
;2
1
2 2 2 3
2 3
2 4
2' 4
2
.MA.:
1
•2
2
4
2
2 2 2 -3
2 3'
2 4
2• 4
2
•30.0
1
•2
2
2
2
'2 2 2 3
2 3
2 4
2 4
2
.30,0
1
•3
2
9
2
3 2 3 3
3 3
3 4
3 4
3
'40.0
1
3
'2
.3
2
3 2 3 3
3, 3
3 4
3 4
3
51.0,•
1
4
•2
4
•2
4 2!
4 3
4 4
4 4
4
01X0
1
4
2
;4
,2
4 2 4 3
4 3'
4 4
4 4
4
eLmber of enehnra for units ualna ]Ne' RW Tanen
GENERALALUMINUM
Lw.McRoser aCOMPANY ````J\S.R-. to ��
CARROLTON. TX 75006 v,•v�c; 0-0,,
SERIES 1550/1570 ALUMINUM DESIGNER PW *�•• p *=
60" x 60" 0:
DESIGN PRESSURE AND ANCHOR CHARTS ��.= AT OF' .•n._
ORA": Owr N0. I REV
F.A. 08-00517 A
w"E NTS JOAIE 07/08/08 1 SHEET 2 OF 2
UM w kith (h)
Heigh'
120.
, 10.0
1 .240
30.0 1 90.0
40.0
340
00.0
(h)
H6$
mb Nt9
Jamb Md9
mb N6S
mb N6S Jamb
HdS
mb H6S Jamb
MdS
mb
ILO'
1
1 2
1
2
1 2
1 1
1 3
1 4
1 4
1
10.0•
1
2 Z
2
'd
2 2
2 3
2 3
2 4
2 4
2
240
1
2 2'
2
.2
2 2
2 3
2 3
2 4
2 4
2
30.0,
1
2 2
2
2
2 2
2 3
2 3
2 4
2 4
2
X0
1
3 23
2
3 2
3 3
3 3
3 4
3 4
3
40.0
1
3 2
3
2
3 2
3 3
3 3
3 4
3 4
3
540
1
4 2'
4
2
4 2
4 3
4 3
4 4
4 4•
4
SAO
1
4 2
.1
, 2
4 2
4 3
4 3
4 4
4 4
4
GENERALALUMINUM
Lw.McRoser aCOMPANY ````J\S.R-. to ��
CARROLTON. TX 75006 v,•v�c; 0-0,,
SERIES 1550/1570 ALUMINUM DESIGNER PW *�•• p *=
60" x 60" 0:
DESIGN PRESSURE AND ANCHOR CHARTS ��.= AT OF' .•n._
ORA": Owr N0. I REV
F.A. 08-00517 A
w"E NTS JOAIE 07/08/08 1 SHEET 2 OF 2
SHEATHING
BY
CAL
BEHIND
PERIMETE
CAUL
BY OTHER
FIN TYP
FRAME HEADE
GLAZING Tl
SEE SHEET
FIN TWE
FRAME SILL
PERIMETER
CAULK
BY OTHERS
INSTALLATION
ANCHOR
CAULK
BEHIND FIN
SHEATHING
BY 07HERS
SECTION A -A
FRAMING
BY OTHERS
INSTALLATION
ANCHOR
4- MAX
IM SPACE
1/4' MAX.
SHIM SPACE
FIN TWE
FRAME JAMB
INTERIOR
GLAZING 7YP / [�
SEE SHEET 2 J
EXTERIOR
VANDOW WIDTH-
60' MAX WINDOW W1D7H
FOR ANCHOR I ►1
SPACING SEE
AND 11
AND
AND SHEET 2
RMSIONS
REV I DESCRIPTION DAZE I APPRWED
A I UPDATED PER NEW TESTING 10/28/09 1 RL
A► -J
MAX. ELEVATION
4 SPACE VIEWED FROM EXTERIOR
DESKaN PRESSURE RATWO IMPACT RA FWD
140PSF BONE
BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4-, SHIM
WHERE SPACE IS 1/16' OR GREATER OCCURS.
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 055 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) UNITS MUST BE GLAZED PER ASTM E1300
9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 152 OF DESIGN
LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED 70 SOPSF DUE
TO WATER TEST PRESSURE OF 7 5 PSF ACHIEVED IN TEST.
10) INSTALL FIN FRAME WINDOW WITH 0120 DIA 6d NAILS WITH A
MINIMUM 1-1/2- EMBEDMENT INTO FRAMING FOR NUMBER OF ANCHORS
NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6"
MAX FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED
15 1/2
I1) INSTALL FIN FRAME WINDOW WITH p8 SCREW OF SUFFICIENT LENGTH 10
ACHIEVE MIN 1-1/2- EMBEDMENT INTO FRAMING FOR NUM9ER OF
ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE
ANCHORS 6" MAX, FROM CORNERS SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19 1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHARI, USE ANCHOR
OW OUAN717Y LISTED WAIN NEXT LARGER SIZE. FOR THE APPROPRIATE
HT DESIGN PRESSURE REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FAC7OR
Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURERS INSTALLATION I,NSIRUC7IONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES VAIN STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.46
GENERAL ALUMINUMCOMPANY
MIN
DD1 W. CROSBY
CARROLTON. TX 75006
•;,\GENS'9if"
*• 0 5
■
EMBEDMENT
�E OF ; ty
DRAWN.
NVANHEIP
REV
F.A.
N
N
GENERAL NOTES:
SHEATHING
Br OTHERS
1)
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
CAULK BEHIND FIN
2)
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE
WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY
OF THE ARCH17ECT OR ENGINEER OF RECORD.
INSTALLATION ANCHOR
3)
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT
IN WIND BORNE DEBRIS REGIONS
PERIMETER CAULK
BY OTHERS
4)
SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
A► -J
MAX. ELEVATION
4 SPACE VIEWED FROM EXTERIOR
DESKaN PRESSURE RATWO IMPACT RA FWD
140PSF BONE
BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4-, SHIM
WHERE SPACE IS 1/16' OR GREATER OCCURS.
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 055 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) UNITS MUST BE GLAZED PER ASTM E1300
9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 152 OF DESIGN
LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED 70 SOPSF DUE
TO WATER TEST PRESSURE OF 7 5 PSF ACHIEVED IN TEST.
10) INSTALL FIN FRAME WINDOW WITH 0120 DIA 6d NAILS WITH A
MINIMUM 1-1/2- EMBEDMENT INTO FRAMING FOR NUMBER OF ANCHORS
NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6"
MAX FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED
15 1/2
I1) INSTALL FIN FRAME WINDOW WITH p8 SCREW OF SUFFICIENT LENGTH 10
ACHIEVE MIN 1-1/2- EMBEDMENT INTO FRAMING FOR NUM9ER OF
ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE
ANCHORS 6" MAX, FROM CORNERS SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19 1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHARI, USE ANCHOR
OW OUAN717Y LISTED WAIN NEXT LARGER SIZE. FOR THE APPROPRIATE
HT DESIGN PRESSURE REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FAC7OR
Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURERS INSTALLATION I,NSIRUC7IONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES VAIN STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.46
GENERAL ALUMINUMCOMPANY
g1ft-10
DD1 W. CROSBY
CARROLTON. TX 75006
•;,\GENS'9if"
*• 0 5
■
N61
�E OF ; ty
DRAWN.
NVANHEIP
REV
F.A.
N
N
-
�. Rl�.)i � • RJB •' •!�
A► -J
MAX. ELEVATION
4 SPACE VIEWED FROM EXTERIOR
DESKaN PRESSURE RATWO IMPACT RA FWD
140PSF BONE
BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4-, SHIM
WHERE SPACE IS 1/16' OR GREATER OCCURS.
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 055 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) UNITS MUST BE GLAZED PER ASTM E1300
9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 152 OF DESIGN
LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED 70 SOPSF DUE
TO WATER TEST PRESSURE OF 7 5 PSF ACHIEVED IN TEST.
10) INSTALL FIN FRAME WINDOW WITH 0120 DIA 6d NAILS WITH A
MINIMUM 1-1/2- EMBEDMENT INTO FRAMING FOR NUMBER OF ANCHORS
NEEDED REFER TO ANCHOR CHARTS IN SHEET 2 LOCATE ANCHORS 6"
MAX FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED
15 1/2
I1) INSTALL FIN FRAME WINDOW WITH p8 SCREW OF SUFFICIENT LENGTH 10
ACHIEVE MIN 1-1/2- EMBEDMENT INTO FRAMING FOR NUM9ER OF
ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE
ANCHORS 6" MAX, FROM CORNERS SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19 1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHARI, USE ANCHOR
OW OUAN717Y LISTED WAIN NEXT LARGER SIZE. FOR THE APPROPRIATE
HT DESIGN PRESSURE REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FAC7OR
Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURERS INSTALLATION I,NSIRUC7IONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES VAIN STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW.
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.46
GENERAL ALUMINUMCOMPANY
g1ft-10
DD1 W. CROSBY
CARROLTON. TX 75006
•;,\GENS'9if"
*• 0 5
SERIES 1900/1970 ALUMINUM RECTANGULAR PW
60" x 60"
ELEVATION AND INSTALLATION DETAILS
�E OF ; ty
DRAWN.
DWG ND.
REV
F.A.
08-00522
A
47���NA►11���\
SCALL NTS DA`E 07/08/08 1 SHE" 1 OF 2
Osslon pressures for untts olazed with 3/32' annealed
Deslon pressures for units olased with 118" annealed
U lil w ift (in)
U k w kith (in)
Height
12.0
1&0
Height
Height
•12.
16
16
'24
30'
38
.48•
54
60
Clni
Fes
Neg
P.
Nag
Pbe
Nag
Pbe
Neg
Pea
Nag
P. I
Nag
P.
Neg
R.
Neg
12.0
50.0
60.0
50.0
60.0
50:0
60.0
50.0
80.0
50.0
60.0
50.01
60.0
500
60.0
500
60.0
18:0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
58.4
47.4
47.4
44.9
44.9
50.0
60.0
'24.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0' 80.0
50.0
•51.6
35.7
35.7
29.3
29.3
24.7
24.7
30.0 ,
50.0
60.0
50.0
60.0
50.0
80.0
50.0.
51.8
43.4
43.4
32.9
32.9
29.0
29.0
25.6
25:6
36.0
50,0
60.0
50.0
58.4
50.0
51.6
43.4
43:4•
36.8
38.6
27.4
27.4
24.7
247
22A
22.4
'48.0
50.0
60.0
47:4 47.4
35.7
.35:7
329
32.9
27.4
27.4
20.4
20.4
18.4
18.41
16.5
16:5
54:0
50.0
60.0
44.9
44.9'
29.3
29.3
29.0
29.0'124:7124.7
37.11
37.1 1
18.4
18.4
16.2
16.2
14.7
14.7
60.0
50.0 160.0
6001
50.0
60.0
124.7
124.7
25.6
25.6 '22.4 1
22.4 1
11"
16.5
14.7
ui
Fi-34
13.4
Deslon pressures for units olased with 118" annealed
Desion pressures for units olezed with 3116" annealed
U lil w ift (in)
Unk wid01(in)
Height
12.0
1&0
Height
Height
12
16
24
'30
36
48
54
60
(in)
-F;;l
Nag
Fes
Nag
P.
Nag
Pb.
Nag
Ras
Nag
Fes
Nag
P.
Neg
PeaI
Nag
12
50.0
60.0
500
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.01600
60.0
16
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
24
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0 '60.0
46.9
46.9
39.9
39.9
35.5
35.5
30
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
45.7
45.7
39.3
39.3
33.9
33.9
36
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
54.4
41.2
41.2
37.1
37.1
33.1
33.1
48
50.01
60.01
50.0
60.01
46.9 1464
50.0
45.7
45.7
41.2141.21
50.0
31.81
31.8
28.4
28.4
25.7
257
54
5001
60.01
50.0
60.0
39.9
39.9
39.3
39.3
37.11
37.1 1
28.41
28.41
25.3
25.3
1 23.0
23.0
60
50-01
6001
50.0
60.01
35.5
35.5
33.9
33.9
33.1 1
33.11
2571
25.71
2301
23.01
20.6
20.6
Desion pressures for units olezed with 3116" annealed
RMS*"S
REV I DESCIOPT*N DATE APDROvED
UPDATED PER NEW TESTING 10/28/09 RL.
hhunhar of anehnra fnr unify aneh-el -Inn Rd 11'M dlam Afarl -nn nail
U lil w ift (in)
Una w idih (In)
Height
12.0
1&0
Height
Height
12
'16
24
30
36
48
54
80
(in)RIs
amD HSS Jamb
Nap
Poe
Nag
Fes
Nag
Fes
Nag
Pea
Neg
RIs
Nag
Pee
Nag
P.
Nag
12
50.0
60.0
60.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
16
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
24
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
30
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
60.0
50.0
58.2
50.0
55.4
50.0
53.3
36
50.0
60.0
50.0
60.0
50.0
60.0
60.0
60.0
50.0
60.0
50.0
53.3
50.0
50.0
47.6
47.6
• 48
50.0
60.0
50.0
60.0
50.0
60.0
50.01
58.2
50.0
53.31
50.0
150.0
45.0
145.0
41.7
411.7
54
50.0
60.0
50.0 160.0
5
150.0 1
60.0
50.01
55.41
50.0
50.0 145.0
145.0
44.4
144.4 140.4
140.4
60
50.0
60.0150.0
60.0
50.0
60.0
50.0
53.3
47.6
47.6 141.7
141.7 140.4
140.4 1
38.9
38.9
RMS*"S
REV I DESCIOPT*N DATE APDROvED
UPDATED PER NEW TESTING 10/28/09 RL.
hhunhar of anehnra fnr unify aneh-el -Inn Rd 11'M dlam Afarl -nn nail
Wunhar of anehnrs fnr unlfa anchnead uainn MR weed aeraw
U lil w ift (in)
Height
12.0
1&0
Height
12A
16 0
24.0
30.0 36 0
1 4&0
54.0
60.0
(in)
HSS
amb HSS
amD HSS Jamb
HSS
mb HSS
amb HSS
amb HSS
Jamb HSS
Jamb
110-
1F4.�4.2141314
1
2
1
2
1 3
1 3
1
4
1
4
/
5
1
16.0
1
2 3
2 4
2
2
2 3
2 3
2
4
2
4
2
5.
2
24.0
1
2
30.0
2
2
2 3
2 3
2
4
2
4
2
5
2
30.0
1
3
2 1
3
2
3 3
3 3
3
4
3
4
3
5
3
36.0.
1
3
2
3
2
3 3
3 3
3
4
3
4
3
5
3
48.0
1
4 3
4 4
4
2
4 3
4 3
4
4
4
4
4
5
4
4 4
4 4
4
3
4
4
4
414
5
4
-"Oil
60.0
1 1
1 5
1 2 1
5
1 2 1
S 1 3
1 5 1 3 1
5
4
5
4
1 5
5
5
Wunhar of anehnrs fnr unlfa anchnead uainn MR weed aeraw
GENERAL ALUMINUM COMPANY
1001 W. CROSBY RD
CARROLTON, TX 75006
SERIES 1900/1970 ALUMINUM RECTANGULAR PW
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS
ORA.N. D -G NO REV
F.A. 08-00522 A
NTS ID"'E 07/08/08 I5"EE'2 OF
1t�07j7i//
49
�'•��OENSF•`P��
2•�*• p 5•
�1p TATE OF
i0•. �
'''���SS��NA 110�d��'�\\
Lhft width (M)
Height
12.0
1&0
240
30.0 X0
48.0
54.0
60.0
(in)
HSS
Famb HdS Jamb
HSS
Jamb HSS
Jamb HSS Jamb
HdS Jamb
HSS Jamb
NSS
Jamb
12,0
1
1
2
1 2
1
2
1 3
1 3
1 4
1 4
1
1&0
1
2
2
2 2
2
2
2 3
2 3
2 4
2 4
2
24.0
1
2
2
2 2
2
2
2 3
2 3
2 4
2 4
2
30.0
1
2
2
2 2
2
2
2 3
2 3
2 4
2 4
2
36.0
1
3
2 1
3 2
3
1 2
1 3 1 3
3 3
3 4
3 4
3
4&0
1
3
2
3 2
3
2
3 3
3 3
3 4
34
3
SAO
1
4
2
4 2
4
2
4 3
4 3
4 4
4 4
4
60.0
1
4
2
4 2
4
2
4 3
4 3
4 4
4 4
4
GENERAL ALUMINUM COMPANY
1001 W. CROSBY RD
CARROLTON, TX 75006
SERIES 1900/1970 ALUMINUM RECTANGULAR PW
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS
ORA.N. D -G NO REV
F.A. 08-00522 A
NTS ID"'E 07/08/08 I5"EE'2 OF
1t�07j7i//
49
�'•��OENSF•`P��
2•�*• p 5•
�1p TATE OF
i0•. �
'''���SS��NA 110�d��'�\\
SHEATHING
BY
CAt
BEHIND
PERIMETE
CAUL
BY OTHER
FIN TW
FRAME HEADE
GLAZING T'
SEE SHEE1
FIN TWE
FRAME SILL
PERIMETER
CAULK
BY OTHERS
INSTALLATION
ANCHOR
CAULK
BEHIND FIN
SHEATHING
BY OTHERS
1-1 n• ..LI
SECTION A-
GLAZING
GLAZING TIP.
SEE SHEET 2
1/4- MAX
SHIM SPACE
FIN TYPE
FRAME JAMB
INTERIOR
1-1/2' MIN.
EMBEDMENT
`SHEATHING
BY OTHERS
CAULK BEHIND FIN
EXTERIOR ��I \ `INSTALLATION ANCHOR
JIPERIMETER CAULK
FRAMING WINDOW WIDTH BY OTHERS
BY OTHERS
INSTALLATION SECTION B -B
ANCHOR
4' MAX.
IM SPACE
' MAX.
A SPACE
LMtlLUMLNI
FOR ANCHOR ---�
SPACING SEE
NOTES 10 AND 11
AND SHEET 2
FOR ANCHOR
SPACING SEE
N07ES 10 AND 11
AND SHEET 2
ELEVATION
VIEWED FROM EXTERIOR
60' MAX WINDOW WIDTH
A---,
11
IAX
OW
HT
6O MAX.
WINDOW
HEIGHT
BFI� e I I
A_ -
ELEVATION
VIEWED FROM EXTERIOR
DESIGN PRFSSLITE MTING AOACTRA2P
t'OPS'
NONE
RMSKINS
DESCRIPTIDN DATE I PPR"D
UPDATED PER NEW TESTING 1 10/28/09 JR.L
GENERAL NOTES -
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70
COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING OPENING TO BE DESIGNED AND ANCHORED 70
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND
MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT
IN WIND BORNE DEBRIS REGIONS
4) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4' SHIM
WHERE SPACE IS 1/16" OR GREATER OCCURS
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-15 .055 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL.
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIV.
8) UNITS MUST BE GLAZED PER ASTM E1300.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 157E OF DESIGN
LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO SOPSF DUE
TO WATER TEST PRESSURE OF 75 PSF ACHIEVED IN TEST.
10) INSTALL FIN FRAME WINDOW WITH 0120' DIA. 6d NAILS WITH A
MINIMUM 1-1/2' EMBEDMENT INTO FRAMING FOR NUMBER OF ANCHORS
NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE ANCHORS 6'
MAX. FROM CORNERS. SPACING BETWEEN ANCHORS MUST NOT EXCEED
15 1/2-.
11) INSTALL FIN FRAME WINDOW WITH y8 SCREW OF SUFFICIENT LENGTH TO
ACHIEVE MIN. 1-1/2' EMBEDMENT INTO FRAMING FOR NUMBER OF
ANCHORS NEEDED REFER TO ANCHOR CHARTS IN SHEET 2. LOCATE
ANCHORS 6 MAX. FROM CORNERS SPACING BETWEEN ANCHORS MUST
NOT EXCEED 19 1/2-
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR
OUAN717Y LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE
DESIGN PRESSURE REOUIRED
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN WIND LOAD DURA71ON FACTOR
Ca -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.O.A6
GENERALOMPANY
001LwMlRose oNUM
CARROLTON. TX 75006
`\\\J`5!a.t�0�
\>� dl
`
�.�GEM6!
0-
SERIES 1900/1970 ALUMINUM DESIGNER PW
60" x 60"
ELEVATION AND INSTALLATION DETAILS
1/
� •tum
� TAT OF'
�i►�;�(ORIO��G\\
DRAWN•DWC
Np
REv
08-00523
scut NTS Don 07/08/08 1 OF 2 A
Disibn piieaurss 164'66 is blain•- itli 3132"7,gTinialad
Dialbil reasures for units:Alaxod,wlth 118" iensabd
lk$ w ldo.rtn)
LTR wldtb (in)
)*M
12 .16
.24
30- 38 48
54 60
30. 1 •38:
Fbe Nag' P.- Flag:
Pb3 Neg.
Pba ' Neo' t=oe Neg 'Poe. Neo
Fbs.
Wep- Fbb Neg
Poo I NV
:50.0. '60:0 '50;0 -80.0,
'S0:0 60:0
'50.0 .60:0 '50:0 ,80.Q '30.0 "80:0 50.6
60;0" :50'0 60.0
Fbs Nell
'50,0 60.0 50.0 •60:0 X50:0 80:0
50:0, "80.0 .50.0 '58:4' '47,4 , X7:4
44.9
44.9 50:0 60.0
K48.0
.60.0,.80:0 ;50.0 604
50.0 60:0 ;50.0 ,e6o 50:0 '51.8 •35:7 35:7
29.3
:29.3' 24.7• --24:7
50:0 '60.0. 50:0 ,60:0'
50.0' 160.0 .50.0 '60.0
.50.0 .60.0 •50.0 5116 •43:4' ,43.4, '32.8 32.9 :29.0 :29.0 ,25.6 '25.6
.56 80.0
50.0' '80,0 ;50;0 SBA'
50.0 •51:6
43.4- 43.4 36.8 '36.6 '27.4 '27,4
'24.7
24.7 22:4 '22.4
60.0 ,50:6 60.0 .46.9 :48,9
:50.0- :60.047.4 :47:4'
35.7 35.7
32.9 '32:9 27:4' 27,4 20'.4 :20.4
"18.4
18.4 18.5, •18:5
54.0
'50.0• :80.0.44.6 -44.9 `29.3 :29.3
29.01,29.'0. 24.7 -24.7 18.4 18:4
16:21116:2.114.714.47
'50.0 80.0 .'50.0 60.0
60.0
50.01:60.01•50.0 60.0
24.7 24.7
25.6, •25:8 22.4, 22.4 18.5 ,16.5
14.7
14.7 13.4. 13 4
Dialbil reasures for units:Alaxod,wlth 118" iensabd
,list Ian pressures for unib,Ola:ed w@b�M6" annealed
tk18 w id_ Ci'('in)
LTR wldtb (in)
LIM w idth,(in)
Unil"w idth'(n)'
H*M
12 16-
24'
30. 1 •38:
48
54
60
(h)
P- Nag PW Nn
Poo I NV
ft'
Neg Pb$ Ne6:
Ptis• I NK
I m Ne6:
Fbs Nell
12 ,
50.0 80.0 50:0 '60:0
60.0 80.0
50.0
Gob 50.0 '60.0
50:0 '60.0
50.0 60.0
-50:4 60.0
16
50:0 '60.0. 50:0 ,60:0'
50.0 -60.0 '50.0
60:0 i5o.0' 80:0
.56 80.0
so 80:0,
.50.0 60,0
24
•50.0• '60.0 50:0 '60.0
$0.0. '60.0 '50.0
60.0 ,50:6 60.0 .46.9 :48,9
39.9 39.9 :35.5' :35:5
30
FS&O 60.0 :50.0.:60.0
50.0. •60.0
:50:0
60.0 .504 •60.0
45.7 .45.7
19.3, '394 419 33.9
36
'50.0 80.0 .'50.0 60.0
50.4 60.0
50.6
60.0 •50.0' 54.4
412 41.2
37:1 :37.7
'33:1• .33.1
48
50.0 60.0 50.0 60.0
46.9 48.9
45.7
45.7 41.2 41.2
31.8 31.8
28.4 28:4
.25.7 '25.7
54
50.0 80.0 50.'0 60.0
39.9 39:9
39.3'139.3
1 37:1 37.1
28.4 ,28,4
25.3 25'3
•23.0 23.0
60
150:0 .80:0 50.0 .60.0
'95.5 35.5
-3f.0]'33.9.133:1 '33:1
25.7 '25.7 •210 123.0
'20.6. 2078
,list Ian pressures for unib,Ola:ed w@b�M6" annealed
ams -ONS
REV I DESCR.PnpN OAfE I APPROVED
UPDATED PER NEW TESTING 10/28/09 1 R.L.
liimhsr all aneh&m,fnr units snehnrsd ualnn &A f Cin dis-i-t.en,e'nnn all
tk18 w id_ Ci'('in)
LIM w idth,(in)
Unil"w idth'(n)'
"ht
12 18 24,
30 138
-: '48.
54
60
N
_ Fba 'Neg FES - 'Neg -Fbe Pled. ' Pbs
Wag' ', bs
Nag
I Pbs Nag
lbs
AW
Pbs; Nag
12
.50:0' 60.0• 50.0 .60.0 50.0. 60.0
$0.0
60.0' 60.0
60:0
50.0..60.0
-50.6
W.V. .50:0 -66.0
16
50:0: I 60.0' .60.0 60.0, 50.0 80,0
50.0
60.0' 50.0
60.0
50.0 60.0 30.0
60.0 '50.0 ,60.0
24 '
;50.0. 60,0 50.0- 60.0' 50.0 60.0
$0.0
80.0. '50.0 '60.0
50.0 .60.0
50.0
60.0
50.0 60.0
30
.50.0, 80.0. 50.0 60.0 50.0 80.0, $0.0
60.0 50:0
60.0
50.0 '58:2
50.0
55.4
50:0 53.3
'36
50:0 60.0. '50.0 60V 50.0 60.0
50.0
60.0 50.0
-60.0
50.0 53.3
50.0
50:0
47.6 47.6
48
50:0 60.0, 50;0 60.0' 50.0: 80.0
60.0
58.21 50.0
53.3
50:0 50:0
45.0 •45.0
41.7 41.7
54
50.0. 60.0 50.0: 160.6 160.6 1 60.0 150.0
2
55.4. 1 50.0 1
50:0
146.0 '45:0
44.4
44.4
1 40.4 .40:4
60
50:0 60.0: '50.0-160.0 J 50.0 160.0150.0
3
193.3-147.6 147.6
3
1417 41.7 40.41
40:4
110. 38.9
ams -ONS
REV I DESCR.PnpN OAfE I APPROVED
UPDATED PER NEW TESTING 10/28/09 1 R.L.
liimhsr all aneh&m,fnr units snehnrsd ualnn &A f Cin dis-i-t.en,e'nnn all
Nufnher.nt snehnrs fnr units aneAnrsd usinmall wend aersw
LIM w idth,(in)
Unil"w idth'(n)'
H*M
12.0
10.o.
Height..
• 120
1&0
24.0
30.0 • I '30.0
48.0.
64.0
00.0
(in)
'HdS.
_ mb -H6S'
Jamb H&$ Wmb
'H63
Pamb I H65
Jamb H6S
Jamb H3S"
mb H"
amb
12.o
1
1
2,
1
2.
'1' •3
•1 3
1
4
1
4
1 5
1
10.0•,
1
,2
2
2.
2
23
2 3
2
4
2
4
2 5
2
24.0'
1
,2
2
2
2
2 3
2 3
2
4
2
4
2 5
2
30.0-
1
3
2-'
3'
2
3 3
3 3
3
•4
3
-4
3• 5
3
30.0'
1
3
2
3'
2•
3 3
3 '3
3
4
13
'4
3 5
3
48.0'
"1'
"•4
'2•
4
-2
4 3
4 3
-4
♦
4
4
4 5
4
54.0=
1
4
2
4
2
4 3
4 '3
4
4
4
4
4 5
4
60.0
1
5
2
5:
2
5 3
5 3
5
'4
5
4 1
5• 5
5
Nufnher.nt snehnrs fnr units aneAnrsd usinmall wend aersw
GENERAL
ooALWMlRos9r RNUM CoOMPANY \```J`S lks 0- z
CARROLTON. T% 75006 ` v��GEH,p&.4
SERIES 1900/1970 ALUMINUM DESIGNER PW �ff-Ttr•POW
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS !=0E OF .•
F.A. 108-00523
sc11E NTS TDAn 07/08/08 1 S -EE' 2 OF
LIM w idth,(in)
H*M
12.0
10.o.
244
'300 ." ' '
1 45,0'
Silo.
" 80.0
(�)
His :
'rib H6SJamb
H" Pamb
-H"-Pambl
MdS Jambi
HdS Pamb
)f6S Wmbl
HdS Jamb
110
1
1 2
1
2
1 2'
1 3
1 1 3 1
1 4
1 4
1
10.0
1
2 2
2
2
2 2
2 3
2 3
2 4
2 4
2
2410
1
2 2
2
2
2 2
2 3
2 3
2 4
2 4
2
30.0
1
2 .2
2
2
2 2.
2 3
2 3
2 4
2 4
2
38.0
1
3 2
3
2
3 2
3' 3
3 3
3 4
3 4
3
480
1
3 2
3
2
3 2
3 :3
3 3
3 4
3 4
3
'34.0
1
4 .2
4
2
4 2
4 3
4 3
4 '4
4 4
4
.604
1
4 .2
4
2
4 2
4 3
4 3
4 4
4 4
4
GENERAL
ooALWMlRos9r RNUM CoOMPANY \```J`S lks 0- z
CARROLTON. T% 75006 ` v��GEH,p&.4
SERIES 1900/1970 ALUMINUM DESIGNER PW �ff-Ttr•POW
60" x 60"
DESIGN PRESSURE AND ANCHOR CHARTS !=0E OF .•
F.A. 108-00523
sc11E NTS TDAn 07/08/08 1 S -EE' 2 OF
FOR ANCHOR
SPACING SEE
NOTES 10 AND 11
ELEVATION
DESIGN PRESSURE RATING IMPACT RATING
140PSF NONE
RMSONS
REV I DESCRIPION DATE I APPRDWED
A I UPDATED PER NEW TESTING 08/26/09 1 RL.
GENERAL NOTES -
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT FLORIDA BUILDING CODE.
2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER
ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT
IN WIND BORNE DEBRIS REGIONS
4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4', SHIM
WHERE SPACE IS 1/16' OR GREATER OCCURS.
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 .054' THICK
WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063 -TS .062 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL.
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN.
8) GLASS THICKNESS MAY VARY PER THE REOUIREMENT OF ASTM E1300
GLASS CHARTS.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN
LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 4OPSF DUE
TO WATER TEST PRESSURE OF 60 PSF ACHIEVED IN TEST.
10) INSTALL FIN FRAME WINDOW WITH 0.120' DIA. 6d NAILS WITH A
MINIMUM 2' EMBEDMENT INTO FRAMING LOCATE ANCHORS 6 MAX
FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT
EXCEED 19' AT HEAD. SILL AND JAMBS.
11) INSTALL FIN FRAME WINDOW WITH #8 WOOD SCREW OF SUFFICIENT
LENGTH TO ACHIEVE MIN 1-1/2' INTO SUBSTRATE. LOCATE ANCHORS
6 MAX FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS
MUST NOT EXCEED 19' AT HEAD. SILL AND JAMBS
12) IF EXACT WINDOW IS N07 LISTED IN ANCHOR CHART. USE ANCHOR
OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE
DESIGN PRESSURE REOUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN WIND LOAD DURA71ON FACTOR
Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHOR CAPAGTIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES.
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.46
GENERAL ALUMINUM COMPANY
1001 W. CROSBY RD.
CARROLLTON TEXAS 75006
SERIES 1900/1970 RECTANGULAR SH
54" X 72" NON — IMPACT
ELEVATION AND GENERAL NOTES
DRAWN• owl; NO
F.A. 1 08-00578
SCALE NTS IDATE 10/08/08 1 s4EE11 OF 3
•���enrs�9s'%
0 �*
AT OF
A,
NR10*•�
SHEATHING RMS"S
BY OTHERS SEE NOTES 10 REV DESCRiPTON DATE APP0040
CAULK& 11 SHEET 1 A UPDA7ED PER NEW TESTING 08/26/09 RL
MIN EMBEDMENT
BEHIND FIN
FRAMING
BY OTHERS
PERIMETER
CAULK
BY OTHERS
1/4" MAX.
FIN TYPESHIM SPACE
FRAME HEADE
GLAZING TYP.
WINDOW WIDTH
1/4" MAX SHIM SPACE 1
EXTERIOR INTERIOR
INTERIOR SEE NOTES ID
drnSHEET I
MIN EMBEDMENT
WINDOW
7
1'LMJII HEIGHT
SHEATHING
BY OTHERS
CAULK BEHIND FIN
EXTERIOR
GLAZING TYP. FIN TYPE INSTALLATION ANCHOR
FRAME JAMB
PERIMETER CAULK
BY OTHERS
SECTION B—B
FIN TYPE
FRAME SILL
PERIMETER
CAULK—\
BY OTHERS
1/4- MAX.
INSTALLATION--,--"SHIM SPACE GENERALALUMINUM
LUW.M N CROSBY
RCOMPANY ``���sotl llljj�/F
ANCHOR CARROLLTON TEXAS 75006 V •���+EHSF-gtfS'��
CAULK SERIES 1900/1970 RECTANGULAR SH *•404A
POF� BEHIND FINSEE NOTES 10 54' % 72"AL NON E IMPACT4SHEATHING k 11 SHEET 1 INSTALLATION DETAILS Tty
BYOTHERS MIN. EMBEDMENT DRAWN: DwC NO REV I�►s ��OR��r 0�;��
SECTION A—A lv—C NTS wTc to/os/oa oa soosZaoF S " ,��,�'ONAIt0�\\��
Number of anchors for units A0d (.120' diameter) common nail
Number of anchors for units using 90 wood screw
SI'R:�L04t
001Lw.MRossM RoCOMPANY
CARROLLTON TEXAS 75006
v •I\GENS�.9,p�.±
SERIES 1900/1970 RECTANGULAR SH
54" X 72" NON - IMPACTANCHOR CHARTS
r 4AITO RrF-474
lith w ifm (h)
�i,►s:(OR10�
DkwN•
DWG N1
I" w Iee1 p0
08-00578
Heigh
it100
rxc wtt
NTS 10/08/08 3 OF 3
2100 02 00
JOiQO
_
_
4
1%"
4 _
3A'
24.0
(in)
&SpombNdS
iambUSS
JambUSS
smbHtS
mbNdS aIn HdSImb
NSS
mbH&S
mbH&S
mbHAS
mbNtS
mb
Z2a100X-
2
2 2
2 2
2 2 2
2
2 3
2 3
2
2 3
2 3
2 3
3 4
3
r230.'00]
2
3 2
3 2
3 2 3
2
3 3
3 3
2
3 3
3 3
3 3
3 4
4
(411�Qg�
2
3 2
3 2
3 2 3
2
3 3
3 3
3 3
4 3
4 3
4 3
4 4
100
3
2
3 2
3 2
3 2 3
2
3 3
3 3
3
4 3
4 3
4 3
4 4
4
JL5Z-Wj
2
4 2
4 2
4 2 4
2
4 3
4 3
3 2
4 3
4 3
5 3
5 4W-0-0
3 3 3
3
2424242424343a35353
3 3
3
3
3
3
4
T-
40.0
2
4 2
544
4 2
l
2
4 2
4 2
4 2 4
2
4 3
4 3
4
5 3
5 3
5 3
5 1
5
2
24
2
4 2
4 2 4
2
5 3
5 3
3
8 3
8 3
B 3
5 1
5
tTY00�
2
5 1 2 1
5 1 2
5 2 1 5
1 2 1
5 1 3
1 5 3 1
8 1 3 1
8 1 3 1
B 1 3 1
8 1 3 1
8 4
5
Number of anchors for units using 90 wood screw
Deeryn pressures for unlb 91ced whh WU 2AT ennead
SI'R:�L04t
001Lw.MRossM RoCOMPANY
CARROLLTON TEXAS 75006
v •I\GENS�.9,p�.±
SERIES 1900/1970 RECTANGULAR SH
54" X 72" NON - IMPACTANCHOR CHARTS
r 4AITO RrF-474
UMI w Idlh (h)
�i,►s:(OR10�
DkwN•
DWG N1
I" w Iee1 p0
08-00578
A
��i/S�014WE�\\N
rxc wtt
NTS 10/08/08 3 OF 3
Helptd
i.2800
_
_
1%"
160
2"
24.0
260.
no
32o
(^)
NSS
mbH&S JambNdS
JambN&S
JambH&S
-
mbH&S jambNdS
JambNdS
iambAll dS JambKSS Jamb
ib
N dS Apmb
ice ray
H & Spomb
I lap
-
2
2 2
2 2
2 2
2 2
2
3
2 3 2
3
2
3 2
3
2
3
2
4
2
_
2
3 2
3 2
3 2_3
2
3
3
3 3 3
3
3
3 3
3
3
3
3
4
3
rr
2
3 2
3 2
3 2
3 2
3
3
3 3 3
3
3
3 3
3
3
3
3
4
3
40.0
2
3 2
3 2
3 2
3 2
3
3
3 3 3
3
3
3 3
3
3
3
3
4
T-
40.0
2
4 2
l 2
4 2
4 2
4 1
3
4 3 4
3
4
3 4
3
4
3
4
4
4
00
2
4 2
4 2
4 2
4 2
4
3
4 3 4
3
4
3 4
3
4
3
4
4
4
Q70
2
4 2
4 2
4 2
4 2
4
3
4 3 4
3
4
3 4
3
4
3
4
4
4
40b '600
40.0
57.0
2
4 2
4 2
1 1
3
4 3 4
3
4
3 4
3
4
3
4
4
4
ODA
2
S 2
S 2
5 2
5 2
5
3
5 3 5
3
5
3 5
3
5
3
5
4
5
Deeryn pressures for unlb 91ced whh WU 2AT ennead
RCNSIONS
DESCRIPTION DATE I •PPRMO
UPDATED PER NEW TESTING 08/26/09 1 R.L.
GENERAL
SI'R:�L04t
001Lw.MRossM RoCOMPANY
CARROLLTON TEXAS 75006
v •I\GENS�.9,p�.±
SERIES 1900/1970 RECTANGULAR SH
54" X 72" NON - IMPACTANCHOR CHARTS
r 4AITO RrF-474
�i,►s:(OR10�
DkwN•
DWG N1
I" w Iee1 p0
08-00578
A
��i/S�014WE�\\N
rxc wtt
NTS 10/08/08 3 OF 3
1%"
160
2"
24.0
260.
no
32o
•4010
42.0
M0
46.0
54.0
p4
-
►019
Phe I
tap
ib
rag
ice ray
-
I lap
-
ray
tee
rip
Poe
ray
tee 1
-0
ice I
fag
ice I
lay
fbe
I ►ay
260
400
60.0
4010
boo
400
640
400 80.0
40.0
80.0
40.0
01.0
400
poo
40.0
600
400 1
6D0
40.0
coo
400
SOA
400
00.0
860
400
800
400
Sao
40.0
840
400 00.0
400
800
4010
600
4010
WO
400
00.0
40.0
60.0
40.0
00.0
400
800
40.0
1 58.7
MD
40.0
660
400
860.
40.0
640
40,0 6010
40.0
Goo
40.0
040
4010
800
40.0
OD.0
40.0
600
460
IWO
400
600
40.0
520
460
440
60.0 '4010
800
40.0
poo
40A 840
400
00.0
40.0
640
440
600
40.0
6D.0
40.0
600
440
000
400
60.0
440
51.4
52.0
400
00.0 Lao
00.0'
40.0
e0.0
'40.0 :ea0
40.0
6D.0
400
G0.0
400
600
40.0
'000
40.0
poo
40b '600
40.0
57.0
40.0
466
54.0
400
6Q0
40.0• j,6DO
40.0
840
440 .poo
40.0
8011
40.0
040.
AIDA
ODA
40.0
Eno
40.0
600
40.0
80.0
40.0
55.7
40.0
47.4
Soo
4"
80.0
4010 1
Oa0
400
OD.O
440 60.0
400
600
440
8Q0
400
600
400
800
400
hyo
4010 '508
400
524
40.0
"3
600
4010
00.0
40.0 ,coo
40A
040
40.0; 0010
40.0
600
40.0
6010
401 1
00.0
40.0
BDA
40.0
590
400
68.0
4DO
469
440
41.9
720
40.0
OFF
40.0•
600
40.0
000
1 400 80.0
1 400
1040 1
40.0
1 MO
1 40.0 1
poo
400
565
40.0
610
400
$1.7
400
47.4
40.0
40.0
RCNSIONS
DESCRIPTION DATE I •PPRMO
UPDATED PER NEW TESTING 08/26/09 1 R.L.
GENERAL
SI'R:�L04t
001Lw.MRossM RoCOMPANY
CARROLLTON TEXAS 75006
v •I\GENS�.9,p�.±
SERIES 1900/1970 RECTANGULAR SH
54" X 72" NON - IMPACTANCHOR CHARTS
r 4AITO RrF-474
�i,►s:(OR10�
DkwN•
DWG N1
acv
08-00578
A
��i/S�014WE�\\N
rxc wtt
NTS 10/08/08 3 OF 3
FOR ANCHOR
SPACING SEE
NOTES 10 AND 1
ELEVATION
DESIGN PRESSURE RATING IMPACT RATING
140PSF NONE
RMSIONS
REV DCSCMPTWN DATE I APPROVED
A I UPDATED PER NEW TESTING 08/26/09 1 R L.
GENERAL NOTES
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT FLORIDA BUILDING CODE
2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER
ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT
IN WAND BORNE DEBRIS REGIONS
/) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR W77H LOAD
BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4-. SHIM
WHERE SPACE IS 1/16" OR GREATER OCCURS.
5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-75 054' THICK
WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063-75 .062 THICK.
6) USE CAULK BEHIND WINDOW FIN AT HEAD. JAMBS AND SILL
7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN
8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E130D
GLASS CHARTS.
9) WHERE THE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN
LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO +OPSF DUE
TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED 1N TEST
10) INSTALL FIN FRAME WINDOW WITH 0120 DIA 6d NAILS WITH A
MINIMUM 2' EMBEDMENT INTO FRAMING LOCATE ANCHORS 6 MAX
FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT
EXCEED 19* AT HEAD. SILL AND JAMBS
11) INSTALL FIN FRAME WINDOW WITH y8 WOOD SCREW OF SUFFICIENT
LENGTH TO ACHIEVE MIN. 1-1/2" INTO SUBSTRATE LOCATE ANCHORS
6' MAX FROM ALL CORNERS AND SPACING BETWEEN ALL ANCI+ORS
MUST NOT EXCEED 19 AT HEAD. SILL AND JAMBS
12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR
OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE
DESIGN PRESSURE REQUIRED.
13) ALLOWABLE STRESS INCREASE OF 1/3 WAS N07 USED IN THE DESIGN
OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR
Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS
14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES -
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.046
GENERAL ALUMINUM COMPANY
1001 W. CROSBY RD.
CARROLLTON TEXAS 75006
SERIES 1900/1970 DESIGNER SH
54" X 72" NON - IMPACT
ELEVATION AND GENERAL NOTES
F.A. 1 08-00579
=E NTS DATE 10/08/08 1S"En 1 OF 3
SHEATHING
BY OTHERS SEE NOTES 10
& 11 SHEET 1
CAULK MIN. EMBEDMENT
BEHIND FIN
FRAMING
By OTHERS
PERIMETER INSTALLATION
CAULK ANCHOR
By OTHERS
1/4" MAX.
SHIM SPACE
FIN TIDE
FRAME HEADER
��
GLAZING TYP.
EXTERIOR INTERIOR
WINDOW
HEIGHT
FIN TYPE
FRAME SILL
PERIMETER
CAULK—�
By OTHERS
1/4' MAX.
�4IIkSHIM SPACE
INSTALLATIONS II
ANCHOR
CAULK
BEHIND FIN
SEE NOTES 10
SHEATHING & 11 SHEET 1
BY OTHERS MIN EMBEDMENT
SECTION A- A
REWSONS
REV DESCRNION OAR APPROVED
A UPDATED PER NEW TESTING 08/26/09 1 R.L.
WINDOW WIDTH
1/4" MAX. SHIM SPACE
INTERIOR
EXTERIOR
GLAZING TYP. FIN TYPE.
FRAME JAMB
SECTION B -B
SEE NOTES IO
& 11 SHEET 1
MIN EMBEDMENT
SHEATHING
BY OTHERS
CAULK BEHIND FIN
INSTALLATION ANCHOR
PERIMETER CAULK
BY OTHERS
GENERAL ALUMINUM COMPANY
1001 W. CROSBY RD.
CARROLLTON TEXAS 75006
SERIES 1900/1970 DESIGNER SH
54" X 72" NON - IMPACT
INSTALLATION DETAILS
DRA— Owe ND
F.A. 08-00579
SCALE NTS JDAIE 10/08/08 1 SHE" 2 OF 3
+;•v�GElVSR9d
�E ne
G4•
aE�S,O.vS
Number of anchors for units $ Gd (.120' dlemefer) common nail
INwiM(il)
RN DESCR,PTION
DATE APPROVED
HOW
A uPDATED PER NEW TESTING
08/26/09 RE.
(h)
NdS mbHd3 mbHdS mbHdS tomb mbNdS mbNdS
6;42
mbNdS
mbNdS
mbNdS
mb
2
2 2
2 2
2 2 3
2 3 2 3 2
3
2
3
2
3
3
♦
3
2
2 3
2 3
2 3 3
3 3 3 3 3
3
3
3
3
3
3
4
4
2
2 3
2 3
2 3 3
3 3 3 3 4
3
4
3
4
3
4
4
4
2
2 3
2 3
2 3 3
3 3 4 3 4
3
4
3
4
3
4
4
4
2
2 4
2 4
2 4 3
4 3 4 3 4
3
4
3
5
3
5
4
4
2
2 4
2 4
2 4 3
4 3 4 3 4
3
5
3
5
3
5
2
2 4
2 4
2 4 3
4 3 S 3 5
3
5
3
S
3
S224253535338
3
B
3
5
2 5
2 5
2 5 3
5 3 6 3 8
3
6
3
6
3
8
♦
5
Number of anchors for units using /8 wood screw
Unt w kfih (M)
HGpM
(in)
mbH&S mbHd mbNdS mbNdS mbNdS mbHd mbHdS
Jamb
dS
mbHdS
mbNdS
Jamb
2
2 2
2 2
2 2 3
2 3 2 3 2
3
2
3
2
3
2
4
2
3
2 3
2 3
2 3 3
3 3 3 3 3
3
3
3
3
3
3
4
3
F25
3
2 3
2 3
2 3 3
3 3 3 3 3
3
3
3
3
3
3
4
3
3
2 3
2 3
2 3 3
3 3 3 3 3
3
3
3
3
3
3
4
3
4
2 4
2 4
2 4 3
4 3 4 3 4
3
4
3
4
3
4
4
4
4
2 4
2 4
2 4 3
4 3 4 3 4
3
4
3
4
3
♦
4
4
4
2 4
2 4
2 4 3
4 3 4 3 ♦
3
4
3
4
3
4
4
4
2 4
2 4
2 4 3
4 3 4 3 4
3
4
3
4
3
♦
4
4
5
2 5
2 S
2 5 3
S 3 S 3 5
3
5
3
S
1 3 1S
4
5
Design pressams tor Inns elmd ohh IOU 3iir sansalsa
U*wtlN(h)
Hot
160 1
20.0
24,0 .
28.0
300 3t0 310,0 -4,0'
420
M.0
4.0
54.0
•l`0
.Poi
M
-Poe
Rrs Poe
POsPOs
FDi
Pb
Poe
fb
Ift
760
40
O0A ADD-
00.DD
40 60b
460 'GD.O •460
Oho' 40'60 600
40', 600
40.0
'800
400 '660,
.460
600
Seo
40
Sao
4.o
Sao.o
4.o eoA
4ab coo 4o
e0.o 4.00.0 coo
40• .Gao
400
Sao
.o0
Sao•
4o
s6744.0
460
ODD
400 .6ao.0
460 5D0
40.0 '60.0. 40
eo.0 '40.0 0 'ODA
40, SO
460
SOo40.GOLD:.40
no
4.0
40.0
eoD
4.0
SDD,o
40 ODD
40.0 560 •40
660 '40.00.0• 600
40A'
GOLD
40.0
600.
40.0
°b0", '40
51.4
5to
4.0
0&0
40.0
-ODcoo
&F
4.0 Sao
40.0 000 •40
00.0: 4.000. coo
4.0.
GOLo
40.0
SOLO
40,0
67.0; :40.0
40
s4.o
'4oA
eD.o
4A,
eo.coo
OLA'coo
4o eoo •40o
coo 4.0,.0' coo
4o
GOLo
4.o
SOLO .40 .567 :4.o
u.4
G00
40A
60.0
4";
60.BDA
40.0 60A
40.0 '000 •400
060 40.0.0 860
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1001 W. CROSBY RD.
CARROLLTON TEXAS 75006
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