HomeMy WebLinkAbout3101 W 1 St 17-619 New constructionI I- Z
CITY OF SANFORD
BUILDING & FIRE PREVENTION
ECEIVE PERMIT APPLICATION
MAR 0 9 1011 Application No: "- f
A b
Documented -Construction Value: $
Job Address: W - ls_ Historic District: Yes No 9
Parcel ID: 26- 1`l -- Ski-- 33eA- Residential Commercial El
Type of Work: New N Addition Alteration Repair Demo Change of Use Move
Description of Work: [onr noa oF- F4 toe%-t oO&a Pt"J%uurJ t3UtL.tNWCj
Plan Review Contact Person: Title: Sew(c, 6mc-AATU2
Phone: Fax: Lk67 -3t3-q-SA- Email: o. e- cam-,
Property Owner Information
Name CKO-r- 0 Phone:
Street: 3ke:t W- 15' SrnE-r
City, State Zip: '5&4 -cam L 3'Yl'1 I
Resident of property?: J ES
Contractor Information
Name Wcke_-E Phone LA*-'t -'I D::s - I t Sa
Street: --M o POloa2cS& " Fax: - 31'b -9 3 ems(
City, State Zip: !Stt4r-,, f1. 3a'' I State License No.: cJ r_ (1 4S3o
Architect/Engineer Information
Name: _AaLwtar- vQ 0,(Ul&^tcs 1,4c. Phone: 4J1 = 39"7- 5461
Street: 2al(' PtC4&r-A-.0- StY1e-r_—T Fax.
City, St, Zip: /uJaa (L_ 32sL-3 E-mail:
Bonding Company: M A Mortgage Lender:
Address: Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
0
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 pennits;required from other governmental entities such as water
management districts, state agencies, or federal agencies. 4 ,-
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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 constru9von andff-oning.
4:/ - k 3
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of &N- $Q$MEN C. ESLER Date
NOTARY PUBLIC
STATE OF FLORIDA
Cana[# FF148915
E,tplves 11n12018
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
M 01 L4ttLArS
Print Contractor/Agent's Name
2/ 2-,At
5 -; Z9,71.17
Signature of Notary- ate oIIVVridaCESLER Date 4NOTARY
PUBLIC STATE
OF FLORIDA Comm#
FF148915 41)
C-E-*res 1117r2018 Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: DUNG UTILITIES: ENGINEERING:
COMMENTS:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100001 DATE: March 07, 2017
BUILDING APPLICATION #: 17-10000101
BUILDING PERMIT NUMBER: 17-10000101
UNIT ADDRESS: W 1ST STREET 3101 26-19-30-5AE-330A-0000
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: CENTRAL BAPTIST CHURCH SANFORD
ADDRESS: 3101 W. 1ST STREET SANFORD FL 32771
LAND USE: NEW OPEN SIDED PAVILION
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3101 W 1ST STREET / NEW 3600SF OPEN
SIDED YOUTH PAVILION / NO IMPACT FEES
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS N/A
ROADS -COLLECTORS N/A
FIRE RESCUE N/A
LIBRARY N/A
SCHOOLS N/A .
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
AMOUNT
STATEMENTZL ./', RECEIVED BY: „'l CtiSIGNATURE: PLEASE
PRINT NAME) DATE -
NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABIL FOR THE FEE. *** DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN 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. 00
00
00
00
00
00
00
00
00
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 'POP 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.
ECEIVE
MAR 0 9 '2017 CITY OF SANFORD
4V
BUILDING & FIRE PREVENTION
BY: PERMIT APPLICATION
Application No: 1 ' — a 1
Documented Construction Value: $
Job Address: '3101 W . S ST 2r{T Historic District: Yes No 9
Parcel ID: 19
I- -
SkE - 33oA- Residential Commercial El
Type of Work: New Z Addition Alteration Repair Demo Change of Use Move
Description of Work: vF A gUtt-ANmC-,
Plan Review Contact Person: -E. ni(CK-cc.-A-i, Title: Swtv2 4sTty^~L
Phone: Fax: LWI -3L3-43oi Email: o., g r,,clff !nc. cam.
Property Owner Information
Name cic--'J &0TN-.V Cji-mu-t{ ,-.(- cz r a./J Phone:
Street: 3to% VJ• 1Z liter
City, State Zip: SttPiF-oQ-4 h 3-o"n 1
Resident of property? : I"
Contractor Information
Name lAcVc a G>. Phone:
Street: --M o i Aa.-1 -o& "
City, State Zip: SMJFt fL
Fax:
State License No.: C-J C- ers 4S3o
Architect/Engineer Information
Name: 04U P,^tcS t-r-, Phone: t{J"1- RI-7- SW t
Street: St4c-'r Fax:
City, St, Zip: E-mail: euc-k Je- & -jiLbl - Lao,
Bonding Company: ( Mortgage Lender: tJ
Address: Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 /` ( Permit Application
S R s
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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 construq ion andAzoning.
e l_ k 3
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of N - late$ EPWN C. ESLER Date
NOTARY PUBLIC
STATE OF FLORIDA
Cw" FF148915
ExplMs IIf7/2018
Owner/Agent is IV -,"Personally Known to Me or
Produced ID Type of ID
2/ 2-"x1
Contractor/Agent
M Ot ut '*S
Print Contractor/Agent's Name
Int mo— :5 ---v,-Zo>' Signature
of Notary -State of Elprida EAR TARYDate
SNTOEIV
CPUBUC
STATE OF
FLORIDA CoMnAl FF148915
Expires Il
7/2018 Contractor/Agent
is Personally Known to Me or Produced ID
Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building lectr'cal Mechanical Plumbing Gas Roof Construction Type•
o ccupancy Use: Xwel-kBsS Flood Zone:PLAe TotalSq
Ft of Bldg: 3, 640 Min. Occupancy Load: New Construction:
Electric - # of Amps Fire Sprinkler
Permit: Yes No APPROVALS: ZONING:
ENGINEERING: COMMENTS:
OD
of
Heads
UTILITIES: FIRE:
of
Stories:
Plumbing - # of
Fixtures 0 Fire Alarm
Permit: Yes No WASTE WATER:
BUILDING: Revised:
June
30, 2015 Permit Application
h Cc
GE[VE
MAR 0 9 2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: i ' G I ?
Documented Construction Value: $ C4 `1 3
Job Address: '31 1 1sttfT Historic District: Yes No
Parcel ID: 22- 19 - 'ty_-, - S AcE - S%aA - cpcx:— Residential Commercial
Type of Work: New D9 Addition Alteration Repair Demo Change of Use Move
Description of Work: c>F- A 1.4c_1 oc .a P'-"J%t-taJ 9'utuatlG
Plan Review Contact Person: 1 (C*Q- .A-S Title: Se (a -a_ 6MC- ATbiL
Phone: 4u1 - Fax: 46 1 Email: o, r-cC, C--%
Property Owner Information
Name CtijAct{ a,(- %Awtba4 Phone:
Street: W. ls Srt,,Ec-_T Resident of property?
City, State Zip: S&.t,F-ems
Contractor Information
Name Mc o-ra- Co.. Tb • Phone:
Street: --I 1 o Fax:
City, State Zip:,lFva State License No.: GA<- t2S'4S3o
Architect/EngIneer Information
Name: Aautt04,4P,,#Lccs (•arc. Phone: J"l- RI-7- S4(-1 Street:
Sra&C-T City,
St, Zip: 328-"3 Bonding
Company: t A Address:
Fax:
E-
mail: c—. - Mortgage
Lender: 4.4. Address:
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.
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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'b Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application D
l , l(
r,
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. "t
t
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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 construgoon andAzoning.
4: - fi, 3 --2 •Zo/7
Signature of Owner/Agent Dale
6/1e- "'I ?.
Print Owner/Agent's Name
C
Signature of N - tate 8rMPWN C. ESLER Date
NOTARY PUBLIC
STATE OF FLORIDA
Commit MUM
Explres 11n12018
Owner/Agent is personally Known to Me or
Produced ID Type of ID
2--l
Contractor/Agent
OtutsL*s
Print Contractor/Agent's Name
Signature of Notary- to j orida
ESLER
Date
oNOTARY PUBLIC
STATE OF FLORIDA
C nff* FF148915
meExpires 11/7/2018 Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No ASTE
WATER: FIRE:
di t 1Z BUILDING: Revised:
June 30, 2015 Permit Application
CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
PHONE: 407.688.5052
FAX: 407.688.5051
DATE: l , 1 PERMIT NUMBER:
BUSINESS/PROJECT NAME:
ADDRESS:
CONTACT NAME: rs PHONE:
PLAN REVIEW INFORMATION
CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK
DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO
oa
TOTAL FEE
i
E. VVI
CITY OF SANFORD
evil BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: - 1
Documented Construction Value:
Job Address: 31 1 t,J • 1st SWArt-'r Historic District: Yes No 9
Parcel ID: 26- 19 - s&E - 33eA r ccxzi— Residential Commercial 0
Type of Work: New N Addition Alteration Repair Demo Change of Use Move
Description of Work: C_c:-t-.' cbp j flF A rtetia pt&r,% gut%.tNmc,
Plan Review Contact Person: Title: Sew(va_ 4-sINmmb2
Phone: Fax: Lk&-1 Email: 'N oo. n•.cl gc. cam•,
Property Owner Information
Name GIN _-(- S.YsF arJ Phone:
Street: 3tok W. 1' Resident of property?: ES
City, State Zip: S&At-o" 3-'qn l
Contractor Information
Name Mcke-.e Phone: t-k,'t -3•'s -1 t S
Street: - -Mo t Acl '4 cSc= C4 Fax:
City, State Zip: ft. 3a-"'1 1 State License No.: cA1- tzs (S3o
Architect/Engineer Information
Name: Ay--*t'z-vLA— QtNf4ttcs L^jc., Phone: 4J'7- 39`7- S4(.t
Street: 2atL-, ACO_P'*'0_ St2E'E-_T Fax:
City, St, Zip: CyA-A•wlbo G_ E-mail: a,rcS.\Jc- -o.l • c
Bonding Company: tAA Mortgage Lender: tJ, Address:
Address: 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.
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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'11 Edition (2014) Florida Building Code Revised:
June 30. 2015 Permit Application j {+ i C)i \
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 maylbe additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies. _ :r. ' 1
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the pen -nit is issued.
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 construgvon andgoning.
4 — k
1 .
4---- 3
Signature of Owner/Agent ; Date
6 /le— i'7 / . /1
Print Owner/Agent's Name
Signature of N - tate gQ$PWN C. ESLER Date
NOTARY PUBLIC
STATE OF FLORIDA
Cara* FF148915
Expips I1rr/2o1s
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2-a(
M t31 c.*-a'*5
Print Contractor/Agent's Name
L,/-,<-- 5---2"-
Signature of Notary- ateQj',9orida ESLER Date
45TENOTFARYffVVPUUUBUCSTATEOFFLORIDA
Corm* FF148915
0)E-*res 11/7/2018
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
UTILITIES: djO ?'IJ' 17 WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
ECEIV
EP
CITY OF SANFORD
MAR 2017
BUILDING & FIRE PREVENTION
9 PERMIT APPLICATION
F ' D
BY. A6 _
pplication No: l
Documented Construction Value:
Job Address: 3101 t,J • ISM E'T Historic District: Yes No 9
Parcel ID: 26- 19- :t>- SAE-- 33oA- c=c>- Residential Commercial El
Type of Work: New [K Addition Alteration Repair Demo Change of Use . Move
Description of Work: Cot.^oa vF A "e-a oA&..s PtoJ«%c*S P,utu t c
Plan Review Contact Person: Title: Se-*4tv2 E'MVAAT 2.
Phone: Fax: L{a"l-3t3-q%A 'Email: •N ox. e- n•.clf:!!fc. cam•-.
Property Owner Information
Name SAil;.ao Phone:
Street: 3tc A W• 1* Resident of property?
City, State Zip: SIy4F-off 1
Contractor Information
Name Mck-c-e Phone:
Street: --A o t-Ac,-\ltye Fax:
City, State Zip: !Srtlf =&4 fi. 3a--» 1 State License No.: cam- Iz54S3o
Architect/Engineer Information
Name: AauttTxv-NQ-- &f&3tartcs IPjc.. Phone: 1- 3°I'1-.Sy(et
Street: 2t31(- PtC4e-FA 0- St4eC—T Fax:
City, St, Zip: Cy-L'/.Jaa :i_ 325>3 E-mail: y\Jc. _o.l .cam-•
Bonding Company: t A Mortgage Lender: tJ,
Address: Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 516 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
i j(
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be
found in the public records of this county, and there may bt additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies. 1 t
i
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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 construqvon andponing.
Signature of Owner/Agent Dale
Print Owner/Agent's Name
Z-- C
Signature of&N-SMRMN C. ESLER Date
NOTARY PUBLIC
STATE OF FLORIDA
Cm" FF148915
Expipas 11/7/2018
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Zl ?-.>I
Contractor/Agent
M 01 c.*%IA-S
Print Contractor/Agent's Name
Signature of Notary-SL41gRUi rida
ESLER
Date
NOTARY PUBLIC
STATE OF FLORIDA
Urn" FF148915
Expires Ilf7/2018
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Typ
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER: ' !-7
BUILDING:
Revised: June 30, 2015 Permit Application
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r- r
r}
f' -
r ''
u r . tr'` Mr.
Dave Aldrich,r ;.
t Building
Official . 4 _
7; -
City-of,Sanfoid:Building-Department e- ` o
r '•
M..; ., -
yj _ ' _ r- 300;
North Park Ave r. } .. '''sue r - .r,
Kr , ; [,= h '• Sanford, -Florida 327,71 _ ,,1 jG+ `
u ; E t % TYi-Y yil !l ' f ^ }
1 '
A
J
r
Re:_,Central Baptist'Chuich —'3101 W 1't Street —Pavilion Building Cost Breakdown x
r The .following is an, itemized estimate of theexpected construction•.costs'assoeiated with' the
construction of the outdoor'pavilion•for Central Baptist Church located at'3101 W 1A y Street
in Sanford, Florida ' r
Building
Scope - General
Conditions? -P 4 $ 21,181.00 r
Concrete F' - - h. $,`19,650.00' Metals {
y r f,
f $
43,
337.00 1
Thermal , `,
s_ ., $ 1,445.00 " " , ` t i'
Electrical -+- "=
L.$
9,
800,'.00 Total
Estimated'Cost #% ; ' $ 95 ,413.W,, - 7.
T '
T_'
If
there are'any questions, please contact Bob VonHerbulis.atF(407)j323-1150. no
Sincerely,
a _ - .
r,' , ^ _ •, _ ' ? l - _ _ -
a
y %:'
Bobby VoriHerbulis McKee
Construction Co. Aj
Lim
j `
J' ,
a `
C.. - *ram•_ r1 • ,_ jr •" } • ,
1 '
r'
r
r
rr "
T ^ L
790 Monroe+Road • Sa ford, Flonda 32771 , f, tE
k rx r
Phone_(407) 323-1150 Fax,(407) 323-9304 - www:
mckeedc.,6 y '
c t L*" _
r -cBc 048972. f frFJ
W _
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
CBC1254530
The BUILDING CONTRACTOR
Named below IS CERTIFIED
Hnr4mr. the ' rr%wicirino of Chapter Afla PQ
Eipiration date: "AUG 31, 2018
NICHOGNS'
0ACKEECONSTRUCTI _WC6
790 MONROE ROAD-_f::_--.
SANFORD_-`,. TC32771.
Zz^
ISSUED: 06/26/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1606260000899
INSPECTION SEQUENCE
BP#
7- 61
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Z Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial — New
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ADDRESS:
T^: . ri.r' ;:Lir.:.. :1 'ACT `..iniELECTRi6,k T RIVIIT ' ' • . :;: 4 `.• +::- m . " jig 3.., r-a'b! t;.rs:. :•, ,Ay:si%g.,ti
Min Max Inspection Description
Electric Underground
D Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Z Q Electric Rough
Pre -Power Final
Temporary Pole
0do Electric Final
Min Max Inspection Description
Roof Storm Drain Rough
Plumbing Underground
Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
1V1'ECHANICAL•^PERIVI IT;•;r.:< .,;;; '.r:' s• ':. ', iry`5...'..•,r7_ '7•_z
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Check Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED% June 2014
ACORO CERTIFICATE OF LIABILITY INSURANCE
DATE (M/
201605/17/2016®
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 INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, 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 CONTACT
NAME:
Doug Jones
c/o Artex Risk Solutions, Inc.
8840 E. Chaparral Rd.; Suite 275
PHONE FAX
c Ext): 480 951-4177 A/C No: 480 951-4266 E-
MAIL ADDRESS: INSURER(
S) AFFORDING COVERAGE NAIC k Scottsdale, AZ 85250 INSURER
A: American Zurich Insurance Company 40142 INSURED
INSURER B : Oasis
Acquisition, Inc Alt. Emp: MCKEE CONSTRUCTION CO. 2054
Vista Parkway Suite 300 INSURER
C : West
Palm Beach, FL 33411 INSURER D : INSURER
E : INSURER
F COVERAGES
CERTIFICATE NUMBER: 16FLO75729149 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. INSR
LTRTYPE OF INSURANCE A
DL IN
SU
POLICY
NUMBER POLICY
EFF MMIDD/
YYYY POLICY
EXP MMIDDIYYYY
LIMITS COMMERCIAL
GENERAL LIABILITY - EACH OCCURRENCE S CLAIMS -
MADE OCCUR ANA
NTED PREMISES
Ea occurrence) S MED
EXP (Any one person) S PERSONAL &
ADV INJURY GENT
AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S POLICY
PRO
LOC
JECTPRODUCTS - COMPIOP AGG S OTHER.
AUTOMOBILE
LIABILITY COMBIN
I L IMI Ea
accident BODILY
INJURY (Per person) ANYAUTOALL
OWNED SCHEDULED AUTOS
AUTOS BODILY
INJURY (Per accident) Per
accidenPROPERTY tDAMAGE NON -OWNEDHIREDAUTOS
AUTOS S UMBRELLA
LIAR
OCCUR EACH OCCURRENCE AGGREGATE EXCESS
LIABCLAIMS -MADE DED RETENTIONS
A WORKERS
COMPENSATION
AND EMPLOYERS'
LIABILITY ANY PROPRIETOR/
PARTNER/EXECUTIVE r r N OFFICER/MEMBEREXCLUDED?
NIA Mandatory In
NH) WC29-38-
687-14 06/01/2016 06/01/2017 X STATUTE
ERH E L
EACH ACCIDENT S 1,000,000 E.L
DISEASE -EA EMPLOYEE S 1,000,000 E.L
DISEASE -POLICY LIMIT S 1,000,000 If yes, describe under DESCRIPTION OF
OPERATIONS below Location Coverage
Period: 06/01/2016 06/01/2017 Client# 908-MAIN DESCRIPTION OF
OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) those co -
employees MCKEE CONSTRUCTION
CO. Coy iprovided
for 790 MONROE ROAD only tho of,
but not
subcontractors SANFORD, FL 32771 to CITY OF
SANFORD
BUILDING DEPARTMENT P
0 BOX
1788 SANFORD, FL 327727188
SHOULD ANY OF
THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE
THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE
POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1988-
2014 ACORD
CORPORATION. All rights reserved. ACORD 25 (20141011
The ACORD name and logo are registered marks of ACORD I t t
Property Record Card
p="" 2*19 0-5^s-3304-000JIM/ R Owner: CHURCH CENTRAL aArnaroraA*Foxo
Property Addiess: 3101w1cxSTo*xrono,FL32rr1 ' Parcel
Information Value Summary Parcel '
2+1' |co1rv m u 'uomoonao Owner
CHURCH CENTRAL aApn. aropo wpono Values------
Valuation
Method uoomwame/ Cost/Market FL
32771 Number
mBuildings x e womnn3101
1ararwoAwFono.pL32771 Depreciated Bldg
Value ,2,078,013 $2.108,020 Subdivision Name [
L | oon comusxr
vxmo mn m m n Tax District'
m Awpo o ' / Land Value (
Market) u2,551,746 $2,551J*6 oonmmCode n*
umo*sn.._ La, Va
lue - -- - Exemptions 'uo-
C*unomRcLIGmoo(2oo )---- m*o oo n4Jzx uo ' Portability A
Save Our
Homes Adj uo $m / Amendment 1Adj $
0 $0 puoAdj oo $
m Assessed Value
3,390 $4723,483 Tax Amount
vimvuoo*: $0.00 0.00
Tax EFbnia',,-
r Save Our
Homes Savings: $0.00 Does NOT
INCLUDE Non AmValorem Assessments County GIS Legal
Description s1mnpeLuoaus1oopwu1opropcLxswuwloorwumrroFoLu*
ruw1mopeLx48 (Lsoano)
ue*sorrOFwrmzc*opeLxzw(LESS 1 Acnsuo wwwoun) MwSMITHS ouao
pa1pae
SEC urnwp1yanesxos ' BEG
1rxoprwu*
soupTwops1woonRUN wmmrromoprsouopTwTnBEG '
LESS proopFIFTH aT) ' u SEC
crnxP 19onos30s BEG 1rooprwu4oxopTwnps1wooeRUN
w000rroourprs000pTwnoBEG (
LESS pTwopFIFTH uruBEG
nsoonRUN wmopTw10000prs1oopTe mo.ourrnoBEG) Taxes / Value Taxable Value Taxing Authority o oamom uo
Exempt vmuoo
xome
ve oJww(oamtJohnsWaterManagement) $4,693.390 $*.693.390 *o
County annov $*aen.xyo $*.soo.uoo mo County General Fund o*,
693,390 x4a93.390 oo ' Schools au
aos so so City Sanford e uo ea o. $
n nmos ' oo nv n .
vummv WARRANTY DEED 1/`/1yuu uuoo.000
No
x000nt Fi`ur=p."^/°
s"/°, Land . Method pmn oo oonm .un Units
Price n vumo ' AonsAos
0.
00 0.00 7.88 $130,68000 $1,027o
AcnsAos oow ozm 1 $108,900x0 /*108,900 uouAnspssr ouo oum 353272$*
uw m^13»88
Building Information -
Is Bed;Eath runt n_cr;ecl"' Click Herd
Description Year Built
Actual/Effective
Fixtures Bed Bath Base A Total SF Living SF Ext Wall Adj Value Repl Value Appendages
i
2 BARNS/SHEDS 2008 5 3,050 4,900 3,050 CORRUGATED $48,916—$51,355—
METAL
Description Area
No Appendages t
Description
Year Built
Actual/Effective
1 MASONRY PILASTER. 1989
Stories— Total SF Ext Wall Adj Value j Repl Value I Appendages
y
2 36,000 METAL PREFINISHED $2,029,097 $2,962,186 Description ' Area
No Appendages
Permits
Permit # Description Agency Amount 1 CO Date Permit Date
02657 MECHANICAL - REPLACE 5 UNITS & RELOCATE 1 UNIT SANFORD 111,719 9/29/2016
01324 REPLACE EXISTING FIRE ALARM SANFORD 2,500 4/7/2015
00321 DUCTWORK & 20 TON UNIT SANFORD 40,321 11/17/2014
01163 INTERIOR REMODELING SANFORD 254,662 _ 3/27/2014
00615 UPGRADE EXISTING FIRE SUPPRESSION SANFORD 2,050 1/7/2014
00576 GRILL REPLACEMENT SANFORD 1,125 328/2011 2/17/2011
00576 REMODELING RESTROOM SANFORD 91,000 3/282011 1/6/2011
02514 RE -FACING SIGN SANFORD 715 9/9/2009
02199 INSTALL FIRE ALARM SYSTEM SANFORD 30,645 7/15/2008
02128 ADD & RELOCATE FIRE SPRINKLERS THROUGHOUT THE 2ND FLOOR & NEW PIPE ON 1 ST FLOOR SANFORD 15,829 7/92008
Page 1 of 3 (21 items) [11 2 3
Extra Features
i
Description Year Built Units Value New Cost
COMM: ALUM CARPORT W/SLAB 11/12001 400 1,215 2,600 '
POLE LIGHT CONCRETE 1 ARM 11/1/1989 14 14,532 14,532
COMMERCIAL ASPHALT DR 2 IN 11/1/1989 116,335 42,346 105,865
COMMERCIAL CONCRETE DR 4 IN 11/1/1989 6,500 5.538 13,845 '
y
THIS INST,RUMETtPRE PIA SED BY:
Name:
Address:
I i Va2A
NOTICE OF COMMENCEMENT
State of Florida 1 -7- & t 9
County of Seminole % /
R
Permit Number: ( -7 — ` v
Parcel ID Number:
GWIT MALOY r SEMINOLE COUNTYC:LERY, OF CIRCUIT COURT t, COMPTROLLER
BY, 9874 P3S 1211-1272 (2PSS)
CLERK'S Y 2017024292
RECORDED 173/09/2017 i!V:I].;.
RECORDING FEES s].S••+!
GC: DI_D BYAhdevoore
The undersigned hereby gives notice that improvement will be made to certain real property, and
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)
A1\ WEGX VS}S,wxze-T SktAFo20 (::t x
GENERAL DESCRIPTION OF IMPROVEMENT:
OWNER INFORMATION:
Name: U4jectl toF SAv*v"
Address: 310\ tit . 1 + r4.t T Sh.C aen tr2otZt (A 3"T'I 1
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: NOZJ4ES C"'--M +Cncev-S Cc.
Address: '790 QU SIWfO44
Persons within 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:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's 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 specified)
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 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
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.
wnefs Signature Owner's Printed Name
Florida Statute 713.13(1)(g): 'The ner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.'
State of ` r+`tA County of
The foregoing instrument was acknowledged before me this - day of . //i! 20
by l \ /t// 5 Who is personally known to me
Name of person making statement
OR who has produced identification type of identification produced:
STEPHEN C. ESLER
NOTARY PUBLIC,
STATE OF FLORIDA
Comm# FF148915 Notary Signature
E*M311/7=18
o P
tine McKee
CONSTRUCTION CO.
4.
GENERAL CONTRACTORS
Since 1973
LEGAL DESCRIPTION
E1/2OFBLK33&E1/2OFN210FTOFBLK34&W1/2OFN210FTOFBLK47&W1/2OFBLK48(LESS RD)
S 450 FT OF W 7.62 CH OF BLK 34 (LESS 1 ACRE SQ IN NW COR)
M M SMITHS SUBD
PB 1 PG 55
SEC 27 TWP 19S RGE 30E
BEG 1738 FT W & 455.3 FT N OF E 1/4 COR RUN W 399 FT S 627 FT E 399 FT N TO BEG
LESS PT S OF FIFTH ST)
SEC 27 TWP 19S RGE 30E
BEG 1738 FT W & 455.3 FT N OF E 1/4 COR RUN W 399 FT S 627 FT E 399 FT N TO BEG (LESS PT N OF FIFTH
ST & BEG SE COR RUN W 100 FT N 160.66 FT E 100 FT S 160.62 FT TO BEG)
790 Monroe Road • Sanford, Florida 32771
Phone (407) 323-1150 • Fax (407) 323-9304
www.mckeegc.com
CBC 048972
r= City of Sanford
Commercial Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall
include the following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and property owner, indicating the documented construction
value
5d Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
ik A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
d Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed, signed, and notarized Property Owner Builder Disclosure Statement Affidavit (if owner is
applicant).
Approval letter from sanitary sewer provider (if other than the City of Sanford).
Copy of the onsite sewage disposal system construction permit issued by Seminole County Health
Department for new or existing septic systems, grease interceptors, etc. (if applicable).
Seminole County Impact Fee Statement.
5/ Five (5) sets signed and sealed building construction plans.
Two (2) sets signed and sealed site development plans approved by City of Sanford Planning &
Development Services Department.
Letter from Planning & Development Services agreeing to submittal of plan without development plan
approval. This is at the developer's risk.
Two (2) sets signed and sealed floor and roof truss engineering.
ul ft Completed and signed Statewide Product Approval Specification Fonn.
b• Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors,
roofing materials, engineered lumber products, glass blocks, soffit materials and siding.
Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute
or code).
State of Florida Division of Hotel and Restaurant approval (if applicable).
f Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if
applicable).
State of Florida Notification on Gas Tanks (if applicable).
bo Floodplain development application completed and signed if any portion of the property is in a flood
hazard area as identified on the most current flood insurance rate map.
THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE
FOLLOWING:
SITE PLAN (Development plan includes additional requirements)
C9All parking and accessible routes
dk Accessible parking space(s) and signage details
Accessible entrances
AK Accessible ramps, handrails, guardrails, curb cuts and details
All required building exits accessible (not less than 60% if all are not required exits)
Areas of rescue assistance
c Accessible signage
Revised: Fehruan, 2016
Page I of 7 Commercial Permit Application Guidelines
A
Fire access
Vehicle loading
Driving/turning radius
Fire hydrant/water supply/post indicator valve (PIV)
Location of septic systems (if applicable)
C Setbacks/fire separation (assumed property lines)
Utility lines (water, sewer, irrigation
Meters and backflow devices
B ILDING PLAN
Construction documents shall indicate code edition being applied
C Page size
on
I I" x 17"
C Plans to minimum 1/4" scale
11 All pages numbered and labeled
V Plans signed/sealed and dated by a Florida Design Professional as applicable
R Designer information: name, address, registration # on all pages
Y Reference the currently adopted code editions
IV Wind design data required on drawings per FBC 1603.1.4 to meet-] 29-mph-ultimate design wind speed
for risk category I buildings, 139 mph ultimate design wind speed for risk category II buildings and 149
mph ultimate design wind speed for risk category III and IV buildings
Ultimate design wind speed (Vult)
Nominal design wind speed (Vasd)
Risk category
Exposure category
Enclosure classification
Internal pressure coefficient
Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
Threshold Inspection Plan (for threshold buildings)
O All areas dimensioned and use noted
Corridors
Shafts and elevator hoistways
Stair location/guardrails/handrails
Partition denotations and schedule
Door locations, sizes, door and hardware schedule
Window locations, sizes and schedule
Tempered glass locations
Attic ventilation and access
4 Air barrier requirements
4 Interior finish ratings and schedule
t* Light and ventilation
k Sanitation
to Elevators
Escalators
Lifts
Roof coverings
Construction type design criteria:
PfJ Type of construction denoted (per table 503)
Cd Occupancy group classification denoted for building and rooms/areas
Gross square footage — Net square footage calculations
Revised: Fehruary 2016
Page 2 of 7 Commercial Permit Application Guidelines
Se Building height
Percentage of exterior openings calculations
d Classification of hazard of contents (if applicable)
Structural Design Criteria:
C Ultimate design wind speed (Vult)
C Nominal design wind speed (Vasd)
Risk category
G3 Exposure category
Enclosure classification
Internal pressure coefficient
l/ Component and cladding design wind pressures in terms of psf
Structural Calculations, if necessary
Floor loads — psf
Stair loads — psf
Roof loads — psf
Balcony loads — psf
Corridor loads — psf — —
Storage loads — psf
Ma/terials to be reviewed shall at a minimum include the following:
Gd Wood / grade — species
Steel / type - grade
Aluminum
E Concrete
Plastic
Glass
Masonry
R Gypsum board and plaster
Insulating (mechanical)
G/ Roofing
G3 Insulation
Alternate materials
Structural:
Signed and sealed soil report with a positive conclusion required
B Compaction requirements
C Foundation locations, dimensions and depth specified
14/ Foundation denotations, schedules and details
C/ Reinforcing steel, amount, size, grade, spacing, and lap specified
Footing dowel locations
Maximum filled cell spacing
Embedment's
G;' Slab thickness and reinforcement
2" Vapor barrier
EK Termite protection
JA Relieving arch steel details at pipe penetrations
f k Brick ledge detail including flashing and weep hole size and spacing
1 Building materials used
Lintel locations, denotations and schedule
Exterior and interior structural wall sections
GIc Columns
Revised: February 2016
Page 3 of 7 Commercial Permit Application Guidelines
4 Tie beams
C/ Structural steel size, type, connections
i` Framing details and fastening
J* Load path connectors
4 Floor deck and fastening
Wall sheathing and fastening
Roof deck and fastening
Stair construction
Window and door details, including design pressure of openings
Fastening details for windows and doors, (type, length, and quantity)
J Exterior mounted mechanical units fastening methods to meet wind load
C 1 Roof and floor framing, truss layout, connector schedule
Fire Protection Requirements:
tr Fire separation requirements for corridors, elevators, stairways, floors & shafts
Occupancy separation requirements
Tenant separation requirements
Fire resistant protection details for type of construction -
Rated requirements for walls, floor -ceiling and roof -ceiling assemblies
Design numbers and details for all rated assemblies
Design numbers and details for all rated penetrations
Rated door and hardware schedules
Fire blocking and draft stopping
9 Calculated fire resistance
Interior finishes (flame spread/smoke development)
Life Safety:
R( Occupant load calculations and egress capacities
C( Special occupancy requirements
Rr Egress plan
R( Number of exits
CR' Capacity of exits
R( Arrangement of exits
C/ Travel distance to exits/common path of travel
Stairs construction/geometry and protection
i# Horizontal exits/exit passageways
4 Illumination of exits
Exit signs
Emergency lighting
Enclosures
p t Handrails
Guardrails
Ramps
Early warning systems schematic
Smoke control systems schematic
Stair pressurization systems schematic
4" Extinguishing requirements
14 Areas of rescue assistance
Accessibility Building:
Door sizes, hardware schedule
Vertical accessibility
Revised: Fehruan_ , 2016
Page 4 of 7 Commercial Permit Application Guidelines
AW Accessible route dimensions
D Maneuvering clearances
Hi-Lo drinking fountain
Equipment clear floor space/reach ranges
Areas of rescue assistance
Signage
ATM machines
Accessibility Restrooms/Bathrooms:
Turning radius
oe Required floor space for, fixtures
Fixture and equipment mounting dimensions
Adaptability
Accessible requirements for special occupancies in addition to general requirements will also be reviewed.
PLUMBING PLAN
Ak Plumbing plans submitted
Piping materials — - - — - - - —
Piping supports
Determine minimum plumbing fixtures required based on occupant load calculated per FBC 1004
Water distribution diagram
jt Water hammer arrestors
Plumbing drain, waste and vent riser diagram
Q$k Grease trap detail
Grease trap Health Dept. report on existing
Interceptors
Roof drains/calculations for flat roofs
Backflow prevention
Medical gas
Oxygen systems
Environmental requirements
Water Heaters:
q T & P drain
qi` Air gap
4 Pan drain
Thermal expansion device
Heat traps
Mounting platform
GAS PLAN
Type of gas
Gas pressure -
f Appliances schedule and BTU's
Chimneys and Vents
Combustion air
LP tank size and location (above or below grade)
Protection requirements
Gas Riser Diagram:
v Pipe type
Wk Pipe sizing
Revised• February 2016
Page 5 of 7 Commercial Permit Application Guidelines
k Total developed length
Segment lengths
Appliance locations
Shut -offs valves
MECHANICAL PLAN
IAk Mechanical plans submitted
Energy calculations
Duct systems and sizing
r Duct work clearances at mechanical room (4" minimum)
Duct supports _
Means for balancing HVAC system
Diffusers (size and direction)
CFM requirements
Ventilation
Combustion air
Outdoor air calculations
Balanced return air — — — — — —
Make-up air
Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum)
Condensate piping and disposal
Required platforms and catwalks
Roof mounted equipment (including equipment and curb anchorage)
Details and specifications
Equipment sizing calculations
Equipment specifications
Joint sealing methods and product specification
ok Air balance table
Q Rated penetrations - fire damper details and manufacturer's installation instructions
Means for automatic fan shutdown
Kitchen hood, duct plans, fire suppression and specifications
Bathroom exhaust systems
Special exhaust systems
Chimneys, fireplaces and vents
Other appliancestitBoilers
Refrigeration
Bathroom ventilation
Ak Laboratory
ELECTRICAL PLAN
Maximum available fault current at service
2'* A1C rating of equipment
V Voltage and phase of electrical system
iZ Load calculation
fa' Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types and
sizes, number of service disconnecting means, grounding electrode system: bonded to the foundation steel,
structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching)
Transformer sizes and types if used
Q' Panel schedules and ratings
C( Power plan
W( Panel locations and working clearances
Revised: February_ 2016
Page 6 of 7 Commercial Permit Application Guidelines
Lighting plan
Cd Device legend
C( Wiring methods and materials
CAI Feeders and branch circuits, conduit sizes and types
Ci Grounding conductors
C( Exit lights
Emergency lighting
C Egress lighting
k Signage and disconnecting means location
Generator type: emergency or standby
Remote annunciation
Load shed (if necessary)
C Required receptacle outlets
5i GFCI's
ik Equipment
Special occupancies
Emergency systems
Communication systems
Low voltage
FIRE PROTECTION/FIRE SUPPRESSION PLAN
f Early warning smoke evacuation and control
0' Sprinkler design criterion (separate permit required)
Fire alarm design criterion (separate permit required)
Pre-engineered systems
Riser diagram
t Standpipes
These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Please be aware that a separate permit is required for any fire sprinkler system and fire alarm system. All site
related signs, fences, hardscape features, guard1band rails, fi-ee standing walls, retaining walls, canopies,
accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift
stations, and any demolition of structures.
Revised.• February 2016
Page 7 of 7 Commercial Permit Application Guidelines
3 } : ::,
a..i'•iI ''% ice, i1 F-;? ; }•r.
i
t
ECESQ/E
MAR 15 2017
er•
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
GENERAL NOTES:
1. MATERIALS ASTM DESCRIPTION
STRUCTURAL STEEL PLATE A529 / A572 /All 011
HOT ROLLED MILL SHAPES A36 I A529 / A572 IA500
COLD FORM SHAPES A653 / A1011
ROOF AND WALL SHEETING A653 / A792
BOLTS A307 / A325
CABLE A475
RODS A572 / A108
2. A325 BOLT TIGHTENING REQUIREMENTS
BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," JUNE 30,2004, RESEARCH COUNCIL ON
STRUCTURAL CONNECTIONS. UNLESS NOTED OTHERWISE ON THE KBS ERECTION DRAWINGS, ALL A325 BOLTS
LARGER THAN 1/2"0 ARE USED IN CONNECTIONS DEFINED AS SNUG TIGHT
3. STRUCTURAL SHOP COAT PAINT
THE COAT OF SHOP PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR ONLY A SHORT PERIOD OF
EXPOSURE TO ATMOSPHERIC CONDITIONS. SHOP COAT PRIMER DOES NOT PROVIDE THE APPEARANCE,
DURABILITY AND/OR PROTECTION OF AN APPROPRIATE FIELD APPLIED FINISH. KIRBY STANDARD SHOP COAT
PAINT SHALL MEET OR EXCEED THE REQUIREMENTS OF FEDERAL SPECIFICATION TTP-636.
4. TEMPORARY PANEL STORAGE
PAINTED BUILDING PANELS WITH FLUOROPOLYMER FINISH ARE HIGH -QUALITY CONSTRUCTION MATERIALS.
WHILE IN THE BUNDLE, PANELS SHOULD BE PROTECTED FROM HIGH TEMPERATURE, HUMIDITY AND MOISTURE,
OTHERWISE, DAMAGE CAN OCCUR TO THE PAINTED SURFACE OF THE PANEL PLEASE REFER TO THE
WARNING LABEL" THAT KIRBY APPLIES TO EACH BUNDLE OF FLUOROPOLYMER FINISHED PANELS FOR
PROPER STORAGE PROCEDURES.
5. TEMPORARY BRACING
BUILDERICUSTOMER SHALL SPECIFICALLY NOTE THAT BRACING FURNISHED BY KIRBY IS INTENDED TO BE
USED FOR THE COMPLETED BUILDING; KIRBY DOES NOT REPRESENT OR GUARANTEE THAT THE BRACING WILL
BE ADEQUATE AS TEMPORARY BRACING DURING ERECTION OF THE BUILDING.
6. PANEL HANDLING
METAL BUILDING PANELS ARE WAXED OR OILED FOR FINISH PROTECTION DURING SHIPPING AND STORAGE
THE WAX OR OIL MAKES THE PANELS SLIPPERY AND HAZARDOUS TO WALK ON OR STAND ON. THE WAX OR
OIL CAN BUILD UP ON SHOES, GLOVES, AND CLOTHING MAKING CLIMBING OR WALKING ON OTHER
COMPONENTS HAZARDOUS.
7. ERECTION NOTES
THE BUILDING MUST BE ERECTED ACCORDING TO THE FRAMING PLANS, STANDARD DETAILS, SPECIAL DETAILS,
AND NOTES TO ASSURE COMPLIANCE WITH DESIGN LOADS AND BUILDING CODE REQUIREMENTS. FIELD
MODIFICATION OF THE BUILDINGS OR BUILDING COMPONENTS WHICH WILL AFFECT THE STRUCTURAL INTEGRITY
OF THE BUILDING WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY AN AUTHORIZED REPRESENTATIVE OF
KIRBY BUILDING SYSTEMS.
8. WELDING SPECIFICATIONS
ALL SHOP WELDS ON MATERIALS GREATER THAN OR EQUAL TO 0.125' IN THICKNESS WERE PRODUCED IN
ACCORDANCE WITHIN THE 2010 AWS D1.1 STRUCTURAL WELDING CODE - STEEL. THE REMAINING WELDS ON
OTHER THINNER MATERIALS WERE PRODUCED IN ACCORDANCE WITH THE 2008 AWS D1.3 STRUCTURAL
WELDING CODE - SHEET STEEL. ALL WELDING WAS PERFORMED BY AWS CERTIFIED WELDERS.
9. BUILDING MAINTENANCE MANUAL
AVAILABLE AT http:/Agww.klrbybuildingsystems.com/for metal_building_systema builders.esp
JOB NUMBER: 17DO042A
BUILDER: McKee Construction Co.
CUSTOMER: Central Baptist Church Sports
LOCATION: Sanford, FL 32771
TABLE OF CONTENTS
DRAWING NO. DRAWING TITLE
E1 ANCHOR BOLT PLAN
E2 CROSS SECTION, FU01 d 4, (ENDWALLS)
E3 CROSS SECTION, FL82 S 3
E4 ROOF FRAMING PLAN
E5 ROOF SHEETING PLAN
E6 BACK SIDEWALL
E7 FRONT SIDEWALL
01-D3 ERECTION DETAILS
BUILDING LOADS I DESCRIPTION:
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE
ORDER TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND
SUPPLIED BY KIRBY BUILDING SYSTEMS, INC., IF ERECTED AS INDICATED. NOTE THAT
KIRBY'S ENGINEER IS NOT ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
DESIGN LOADS HAVE BEEN APPLIED IN ACCORDANCE WITH THE FOLLOWING.
THIS STRUCTURE 1S DESIGNED UTILIZING THE LOADS INDICATED
AND APPLIED AS REQUIRED BY: FBC 14
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY
WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
ROOF DEAD LOAD: 2.000 PSF (ROOF PANELS 6 PURLINS)
OCCUPANCY CATEGORY: II - Normal
COLLATERAL LOAD: 5 PSF
GROUND SNOW LOAD: 0 PSF Is: 1.00 Ct :1.20 Ce: 1
ROOF SNOW LOAD: 0 PSF MINIMUM SNOW LOAD: 0 0000 PSF
RAIN ON SNOW SURCHARGE: 0.0000 PSF RAIN W/ SNOW (IF REQ'D) 0.0000 PSF
ROOF LIVE LOAD: 20.00 PSF TRIBUTARY REDUCTION Yes
FRAME LIVE LOAD: 12.9 / 12 PSF
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C Iw. 1.00 KZT: 1.0
NOMINAL WIND SPEED: 108 MPH
SEISMIC CRITERIA: Se: 0.10 S7: 0.04 SDS: 0.10 SDI: 0.07
SEISMIC USE GROUP: SITE CLASS: D le: 1.00
SEISMIC DESIGN CATEGORY: A TL: X
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL DIRECTION - BASE SHEAR: X KIPS R: X CS: X _
STRUCTURAL SYSTEM: X10(X
LONGITUDINAL DIRECTION - BASE SHEAR: X KIPS R: X CS: X
STRUCTURAL SYSTEM: XXXX
DEAD LOAD: NORMAL WEIGHT OF METAL BUILDING
COMPONENTS AS SUPPLIED BY THE MANUFACTURER
THIS BUILDING IS DESIGNED AS an Open STRUCTURE. ALL EXTERIOR COMPONENTS
DOORS, WINDOWS, STC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS
SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE DESIGN CODE LISTED ABOVE.
ALL EXTERIOR COMPONENTS (WINDOWS, DOORS, ETC) MUST MEET WIND LOADING REQUIREMENTS
FOR THE BUILDING CODE LISTED ABOVE OR MUST BE ADEQUATELY PROTECTED DURING A HIGH
WIND EVENT. ALL GLAZING AND OTHER APPLICABLE OPENINGS IN WINDBORNE DEBRIS REGIONS
MUST BE IMPACT -RESISTANT OR PROTECTED WITH AN IMPACT -RESISTANT COVERING. IMPACT
RESISTANT MATERIALS MUST MEET THE LARGE AND/OR SMALL MISSILE TEST OF ASTM E 1998
AND ASTM E 1886.
nTHFRInArR I
eI.Inlnlcco unree
REVIEWED FOR
PRIMER COLOR DESIGNATION
RP - STANDARD RED PRIMER
GP - GRAY PRIMER
GZ - GALVANIZED
BUILDING
PERMIT
DRAWINGS
DRAWINGS SUBMITTED FOR
BUILDING PERMITS ONLY.
NOT SUBMITTED AS
FINAL DRAWINGS
PRIMER:
STRUCTURAL FRAMING: GP
SECONDARY FRAMING: GZ
ROOF PANELS:
TYPE: KIRBY RIB2
26GA
COLOR: ZINC ALUMINUM
WALL PANELS:
TYPE: NO WALLS, FULLY OPEN FOR ACCESS
COLOR:
SOFFIT PANELS;
TYPE: NONE
COLOR:
LINER PANELS:
TYPE: NONE
COLOR:
SPECIAL NOTES:
PLANS IN- t7
irlii i` SAN ORD
P5848 Q
Wes Hard".
ENGINEER'S SEAL
OFFICE
STANDING SEAM ROOF SYSTEMS
INSULATION & FASTENER RECOMMENDATIONS
INSULATION I KLSIMA KLS/KLM KLM WI RL/I L+ RURL+
FASTENERS LOW SYSTEM" HIGH SYSTEM' 0T n c LOW SYSTEM- HIGH OY8TEW
NO INSULATION OK OK
THERMAL BLOCK 3WI• SYW5A NIR NIR 315• SY811 NIR
FASTENER FDMCP FA07CP
RIO OK OK OK OK
THERMAL BLOCK NONE 1' SYBOO NIR NONE 5/S' SYS12
FASTENER PO29CP F026CP FA07CP FA07CP
Rill OK OK OK OK
THERMALSLOCK NONE 1'SYBO1 NIR NONE SAY SY912
FASTENER FD28CP FD26CP FA07CP FAO7CP
R13 OK OK OK OK
THERMAL BLOCK NONE 1'SYB09 NIR NONE 51S'SY812
FASTENER FD26CP FD26CP FA07CP FAO7CP
R19 OK• OK OK
THERMAL BLOCK NONE SIC SYB07 N/R N/R 3M• BY811
FASTENER FD29CP FD29CP FCO9CP
R19 OK• OK OK
THERMAL BLOCK NONE 314' SY807 N/R NIR 31r SYB11
FASTENER FD29CP FD210P FC09CP
R2S OK
THERMAL BLOCK NIR Y4•BYB07 NIR MIR NIR
FASTENER FOMP
R30 OX
THERMAL BLOCK NIR NIR 11 mosc NIR NIR
FASTENER FD20CP
REFERENCE NOTES
OK- TOrCy approved opplutlon
OK' -IOrby applution pond ganaly approved. Application requires extra effort during erection to hold panel
coverage and may Induce oU canning or p1lo vving. (REQUIRES DISCLAIMER)
N/R -Not Recommended due to aosthatlo Issues or dlff culty of instala5om (REQUIRES MANAGEMENT
APPROVAL)
FASTENERS
F026CP % • 14 x 1%TEK2 W/ WASHER (CADMIUM PLATED)
FD29CP Y. - 14 x l%TEK2 Wl WABHER (CADMIUM PLATED)
FA07CP 12 .14 x 1Y.' HWH BLAZER DP2 NO WASHER (CADMIUM PLATED)
FC09CP 12 •14 x IV HWH BLAZER DP2 NO WASHER (CADMIUM PLATED)
Nominal Insula9on TWolumses
RIO -3.25'(range of2.95'to3.4") RIO -6.25'(range of5.8'to6.375I
RI I - 3.5' (rang* of 3.3' to 3.75) R25 - 8' (range of 7.5'to e.o')
R 13 - 4.25' (range of 3.85' b 4.375') R30 - 9.25" (range of 8.7' to 9.50')
RIG -5' (range of 50'to SAO )
FASTENER REQUIREMENTS
ROOF & WALL SYSTEMS
INSULATION & FASTENER
RECOMMENDATIONS
INSULATION! KIRBY RIB KR KW a KRP
FASTENERS ROOF PANEL WALL PANELS
NOINSULATION OK OK
FASTENER FAO1 FACT
R10,1"1 ON OK
FASTENER FA01 FAD?
R13, Rif OK OK
FASTENER FA01 FCAI
Rta OK' OK'
FASTENER FA02 FC0/
R19 OK'
THERMAL BLOCK 1. 9YB01 NIR
FASTENER FA14
REFERENCE NOTES:
hnWaden lhitlmer.e/ ara nanllrld
OK - Kirby &Waved appSeallon
OK' -IGby appgoo"n ondlenMy aPVOV" Applaadn FOWMl .
be elfort during eree5en b hald panel eoverego nd may
hAkt of -rAnO. dkfk*g Or Pllawft• (REQUIRES DISCLAIMER)
MIR - Not Recommended due b aee9Aatle Imunor dreary Of fnatala/n.
REQUIRES MANAGEMENT APPROVAL)
FASTENERS
FAD) 12-14IfIWHWHOP2BLAZER ZINC HEAD FAO2
12 - 14 x 1%' HWM DP2 BLAZER ZINC HEAD FAD?
12. 14 x tY.' HWH BLAZER DP2, NO WASHER FCO1
12 • 14 x 1 W HWH BLAZER FLANGE D133 FA14
12. 14 x 2' HIM( DP2 BLAZER ZINC HEAD Nominal
Insulation TWdmesses RI -
3.25• (range of 2.95' to 3.4*) R11 -
3.8' (rang* of 3.3' to 3.75) R13 -
4.25' (range of 3.85' to 4.375') R16-
5' (range of 5.O' to 5.30') RIO -
825' (range of 5 e' to 8.375 R25 -
B' (range of 7.5• to 8.0') R30 -
9.25' (rancre of 6 7• to 9 SO ROOF
MEMBER FASTENERS ROOF STrTCH/TRIM FASTENERS 12.
14 X 1Y' H45Ii VRT DPI BLAZER TDP2BLAZERZINCHEADZINCHEADFA03
FA01_
WALL
MEMBER FASTENERS WALL STITCHrMIM FASTENERS 114-
14 X %- HWH 12.
14 X 1Y.' HVM BLAZER VRT DPI, NO WASHER BLAZER
DP2, NO WASHER FA11_
PAD)
MISCELLANEOUS
FASTENERS p12-
14 X1Y' BLAZ
ru9jl
BLAZER
DP2,ZNOWASHER SECONDARY TO
SECONDARY CONNECTIONS FA07CP
504
CAPACITY
WITHOUT 2xr ANGLE. ROOF SLOPE
1:12 MAX WITHOUT BEVEL
WASHER) 200s CAPACITY
WITH rid' ANGLE, ROOF SLOPE
1:12 MAX WITHOUT BEVEL
WASHER) 111r 711
B'
HOLE FIELD DRILL
PURUN 2)
STRUCTURAL
FASTENER(S) 12.14XI&
HWH BLAZER DP2
NO WASHER
WITH ANGLE)
OPTIONAL ANGLE'
02•xrx115x
0• LONG) 2500 CAPACITY
WITHOUT 2'r2' ANGLE. ROOF SLOPE
LESS THAN OR EQUAL
TO 412 5000 CAPACITY
KITH 2`¢• ANGLE, ROOF SLOPE
LESS THAN OR EQUAL
TO 4.12 2500 CAPACITY
WITH 2x7 ANGLE, ROOF SLOPE
GREATER THAN 4:12.
BUT LESS THAN 5:12 CADDY PURLIN
CLAMP MODEL 31511/
2• MAX. 2)
STRUCTURAL
FASTENER($) 12.14X
IV.'WM BLAZER DP2
NO WASHER
IMTH ANGLE)
WxrxV6lcr LONG)
31r0 ROD
HANGER - 3T0.0
ROD HANGER NOTE USE OP
THIS OETAL WILL REQUIRE THE ANGLE MAY
BE OMITTED WITH ROD HANGER TO BE BENT AFTER INSTALLATION ANGLE MAY BE OMITTED WITH HANGER LOADS
50 LOS. 80 THAT IT HANGS VERTICALLY. HANGER LOADS 25o Les. OR LESS OR LESS.
NOTE THE METAL BUILDING SUPPLIER IS NOT EXCEPT THAT ANGLE IS REQUIRED USE OF
THIS DETAIL WILL REQUIRE THE RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER THAN 4:12, ROD HANGER
TO BE BENT AFTER INSTALLATION OF THE BENT ROD HANGER OUT LESS THAN 0:12 NOTE: 50
THAT IT HANGS VERTICALLY. PURLIN UP
MUST NOT THE METAL BUILDING SUPPLIER IS NOT NOTE: BE DISTORTED
RESPONSIBLE FOR
THE DESIGN OR ADEQUACY PURLIN UP MUST NOT - OF THE
BENT ROD HANGER. BE DISTORTED. HANGER DETAIL
AT PURLINS HANGER DETAIL AT PURLINS PURUN CLAMP
SODS CAPACITY
3750 CAPACITY ROOF SLOPE
LESS THAN ROOF SLOPE LESS THAN OR EQUAL
TO 1:12 PURLIN OR EC4:
12 2500 CAPACITY 26
CITIT YPURLINROOFSLOPE
GREATER
THAN 4:12. BUT
LESS THAN 5:12 Z.SM*0
HOLE FIELD DRILL) 3/
4" MIN.
SAMNY x-
PRESS
SIDEWINOER PIPE HANGER
MODEL SWXP 35
NOT TO EXCEED
SAMMY X-PRESS MID -DEPTH OF
PURUN 3r9'121 ROD HANGER SWIVEL PIPE HANGER MODELSXP35 0 ROD
GER
HOLE MILL) NOTE:
HAN
USE
OF THIS
DETAIL WILL REQUIRE THE ROD HANGER TO
BE BENT AFTER INSTALLATION NOTE: 80 THAT IT
HANGS VERTICALLY. PURLIN LIP MUST NOT THE METAL BUILDNG
SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE
DESIGN OR ADEQUACY OF THE BENT
ROD HANGER HANGER DETAIL AT
PURLINS HANGER DETAIL AT PURLINS ROOF SLOPES LESS
THAN OR EQUAL TO 1:12 ROOF SLOPES LESS THAN 8:12 4000 CAPACITY PROVIDED
ROD HANGER IS WITHIN CENTER ONE-THIRD
OF MANGLE SPAN 2000 CAPACITY OTHERWISE)
NOTE: 2) STRUCTURAL FASTENERS
ANGLE f1YP) HANGER DETAILS ARE A SUGGESTED MEANS OF ATTACHMENT 12-14XIY4 HMBLAZERDP2 "
Vxl/rx3•LOW 1 / ONLY. KBS
IS
NOT THE SUPPLIER FOR HARWARE OR HANGER RODS. NO WASHER 1 /
A A A A THE A l / / TYP. 1A L
A-
ANGLE
7116.
0 HOLE
J (.354'X3f1S' x LENGTH) FIELD DRILL) 3lr0
ROD HANGER
NOTE: USE OF
THIS
DETAIL WILL REQUIRE THE ROD HANGER TO
BE BENT AFTER INSTALLATION SO THAT IT
HANGS VERTICALLY. THE METAL BULDWG
SUPPLIER IS NOT NOTE FIELD WELDING
REQUIRED, RESPONSIBLE FOR THE 13ESK:N OR ADEQUACY OF THE BENT
ROD HANG SR. HANGER DETAIL BETWEEN
PURLINS NOTE: ALL CAPACITIES
THAT
ARE SHOWN ON THIS DRAWING ARE MAXIMUM HANGER
LOADS FOR THESE DETAILS ONLY. THE PURLINS
MAY OR MAY NOT BE DESIGNED FOR THE REQUIRED
HANGER LOADS. CONTACT KIRBY BUILDING SYSTEMS FOR
SUSPENDED LOADS THAT EXCEED THE DESIGN
COLLATERAL LOAD SPECIFIED FOR THIS PROJECT.
0 1LD/Nc
ISSUE DESCRIPTION BY
I DATE S STRUCTURAL LHA
3/10/17 F'gR1M aaAaarw.rm 1B
3 i IIROIIRNIRLL IITm AIAaii101AIRPORTROAD,
STARKVILLE, MS 39759 IRS Mellps sf!
ISSOATF TITLE. FASTENER CHART I DRN.BY, 1 I I
I I LOCATION.SAWORD. FL 32771 1 DATE. I IM0042A HeSI JOB
ND. I7DD04ZA OF.I
GENERAL NOTES:
1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL.
IF CONCRETE NOTCH IS REQUIRED, THEN
THE APPROPRIATE DIMENSIONS SHOULD BE
ADDED TO OBTAIN THE OUT TO OUT OF
CONCRETE DIMENSIONS.
2. CONCRETE STRENGTH = 3000 PSI MINIMUM.
3. ANCHOR BOLTS ARE NOT FURNISHED BY THE
MANUFACTURER.
4. DRAWINGS ARE NOT TO SCALE.
J
J
3
0
z
LU
Lu
J
BACK SIDEWALL
ve o0
A B B A
Ao B: B
o
FRONT SIDEWALL
1'-O" 16'-6" 25'-0"
1 2
j
Dia= 3/4"
I I
00 O O
3"
O O
3"
I
T
T
O
2" 2.
V
I I
a IZii
4"
4"
2"f+ 2" 8"
sw I
Dia= 1" I
sw I
DETAIL B
75848
Wes Hardin, P.E.
CERTIFICATION EXTENDS ONLY FDA THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY
KIRBY BUILDING SYSTEMS. IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS
NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
A.B. SIZE AND PROJECTION ANCHOR BOLT QUANTITY
ALLOW LOAD PPRON:) MIN. EMBED ISSUE DESCRIPTION BY DATE
KIRBY
aU
QTY. BOLT DIA. TO BOLTS (LBS.)
0 CONSTRUCTION LMA 3/10/17 KI ING
BATE PLATE }. a
SfANFOIamm
16 8400 21' MNNN tETTEAtotuTing" UTTERRUILmroot. 3 i I Ci O
ANCHOR BOLT SHAPE 16 1" 15,000 3- INM 101 AIRPORT ROAD, STARKVILLE, MS 39759 N44
r Is TO BE DETERMINED TITLE. ANCHOR BOLT PLAN DRN.BY. LMABYTHEFOUNDATION13' 23,400 3} fltllE
ENGINEER
1}" 33,700 3}" IKIFf BUILDER. MCKEE CONSTRUCTION CO. DATE. 3/10/17
r BOLT MATERIAL = ASTM A35 CUSTOMER. CENTRAL BAPTIST CHURCH SPORTS CKD.BY. ---
ANCHOR BOLT EMBEDMENT LENGTH 'D' IS TO BE DETERMINED BY THE LOCATION. SANFORD, FL 32771 DATE. 3/10/17
FOUNDATION ENGINEER.
ID NUMBER.17D0042A MBS JOB N0, 17D0042A DI7G.N0. E1 OF. 7
ANCHOR BOLT PLAN
NOTE: All Base Plates @ 100'-0" (U.N.)--
SPLICE PLATE & BOLT TABLE
Qty
Mark Top Bot Int Type Dia Length Width Thick Length
SPA 4 4 0 A325 3/4" 21/2" 8" 5/8" 1'-9 1/2"
SP-2 4 4 0 A325 3/4" 2 1/2" 6" 3/8" 1'-9 3/8"
STIFFENER TABLE
Mark
Stiff
Mark
Plate Size
Width Thick Length
RFi-1 St-1 4.000 0.250 19.88 Z2"
12
FB2A 1)
1 +
I
I a -
I
I
I
I
U_
Ll
a'
J
I
I
I
I
I
I
NU
MEMBER TABLE
Mark Weight
Web Depth Web Plate Outside Flange
W x Thk x Length
Inside Flange
W x Thk x LengthStart/End Thick Length
RF1-1 733 10.0/17.9 0.164 240.0 8 x 1/4" x 316.6 8 x 3/8" x 302.4
17.9120.0 0.164 80.0 8 x 1 /4" x 28.3
RF1-2 463 14.0/14.0 0.135 97.0 5 x 5/16" x 160.6 5 x 5/16" x 163.0
14.0/14.0 0.135 240.0 5 x 3/16" x 174.0 5 x 3/16" x 171.6
fg1AFg1 A 1 F111A(1) FIB 1A 1) 1)
i
can RF1.2
55-2 3/4"
1' 8 518" CLEAR +/-
0" OUT -TO -OUT OF STEEL
r
a
U)
i
r
CO +
LL
1'-8 5/8"
2"'LL
12
Pi
N
NI
CONNECTION PLATES
ID I Mark/Part
1 1 RBR08
RIGID FRAME ELEVATION: FRAME LINE 1 4 U
OPEN ENDWALLS #75848
1. REFERENCE ELEVATION = 100'0'. 6. FOR FLANGE BRACE CONNECTIONS IN THE ROOF, SEE
2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS
DETAIL BR105 FOR FLANGE BRACE CONNECTIONS IN
THE WALLS, SEE DETAIL
NOTED.
7. ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES
3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE
DETAILS. BRACE TO BE INSTALLED AT THE TIME OF ERECTION,
4. FLANGE BRACES ARE REQUIRED ON TWO SIDES (2) WHILE THE OTHER IS TO BE STORED AND USED AT THE
OR ONE SIDE (1) AS NOTED.
TIME OF A FUTURE ADDITION.
5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. B. ALL CONNECTION BOLTS OR FIELD WELDS, PURLINS
AND ALL FLANGE BRACES MUST BE PROPERLY
INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED
AND BEFORE ERECTION LOADS ARE APPLIED.
Wes Hardin, P.E.
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY
KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIROV'S ENGINEER IS
NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
ISSUE DESCRIPTION BY DATE 0L3 _L
KIRBY
1011011111
y SANFC
ANr mwuwAlrt (7 a
BETTEIIiOLunoNB.BElTE11DDILOIY.O{. f.V 31 o
S STRUCTURAL LMA 3/10/17
101 AIRPORT ROAD, STARKVILLE, MS 39759 RTI
IS5 ISSUE5 535 IS5DATE TITLE. CROSS SECTION DRN.BY,
BUILDER. MCKEE CONSTRUCTION CO. DATE.
CUSTOMER. CENTRAL BAPTIST CHURCH SPORTS CKD.BY,
LOCATION,SANFORD, FL 32771 DATE.
ID NUMBER.1700042A MBS JOB NO. 17DO042A DWG.NO, E2 OF. 7
SPLICE PLATE & BOLT TABLE
Qty
Mark Top Got Int Type Dia Length Width Thick Length
SP-1 4 4 2 A325 3/4" 21/2" 10" 5/8" 3'-0 13/16"
SP-2 4 4 0 A325 3/4" 21/2" 6" 1/2" 2'-1 1/2"
STIFFENER TABLE
Mark
Stiff
Mark
Plate Size
Width Thick Length
RF2-1 St-1 5.000 0.375 11.88
MEMBER TABLE
Mark Weightg
Web Depth Web Plate Outside Flange
W x Thk x Length
Inside Flange
W x Thk x LengthStart/End Thick Length
RF2-1 1077 12.0120.4 0.188 240.0 10 x 3/8" x 316.5 10 x 3/8" x 287.3
20.4/22.0 0.188 47.2 10 x 3/8" x 30.5
22.0/22.0 0.250 33.0
RF2-2 686 29.0/18.0 0.188 157.2 5 x 1/4" x 332.4 5 x 5/16" x 157.6
18.0/18.0 0.164 180.0 5 x 1/4" x 176.9
F33A 1 F53A 1 FB3A 1) FB3q 1
2.. Fg3A 1
J
o r - _ F83A 1 FB
12 1 F84A 1 1 _ d Fg5A ) -
RF2-2 a- F2-2
T _ Co
0
04
Ai
a
n
N
of `
M
1
t
V
54'-10 1 /2"
Uj `
00
Q
LU
FB5q(1 y
r _
a
n
C4
U_
M
T-10 3/4" CLEAR +/- 1'-10 3/4"
60'-0" OUT -TO -OUT OF STEEL
8"
2"'L,
12
C)
N
CV
CONNECTION PLATES
ID I Mark/P rt
1 1 RBRO8
RIGID FRAME ELEVATION: FRAME LINE 2 3
v
6f75848
Wes Hardin, P.
1. REFERENCE ELEVATION = 100'0-. 6. FOR FLANGE BRACE CONNECTIONS IN THE ROOF, SEE
2. ALL BASE PLATES AT REFERENCE ELEVATION UNLESS
DETAIL BR105 FOR FLANGE BRACE CONNECTIONS IN
THE WALLS, -SEE DETAIL FUWF0-51
NOTED.
7. ALL FLANGE BRACE LOCATIONS MARKED TWO SIDES
3. SEE ANCHOR BOLT PLAN FOR ANCHOR BOLT SIZES AND (2) AT EXPANDABLE END FRAMES REQUIRE ONE FLANGE
DETAILS. BRACE TO BE INSTALLED AT THE TIME OF ERECTION,
4. FLANGE BRACES ARE REQUIRED ON TWO SIDES C2) WHILE THE OTHER IS TO BE STORED AND USED AT THE
OR ONE SIDE Cl) AS NOTED.
TIME OF A FUTURE ADDITION.
5. ALL MAIN FRAME CONNECTION BOLTS ARE A325 BOLTS. B. ALL -CONNECTION BOLTS OR FIELD WELDS PURLINS
AND ALL FLANGE BRACES MUST BE PROPERLY
INSTALLED ON MAIN FRAMES AS THEY ARE ERECTED
AND BEFORE ERECTION LOADS ARE APPLIED.
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS BUAPPLIED70THESTRUCTURALDWONENTSOFTHEBUILDINGDESIGNEDANDSUPPLIEDBY
KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY's ENGINEER I
HOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
ISSUE DESCRIPTION BY DATE
KIRBY
NUUI EIN
O
AgF
AnS+owweorNun D 18 3 I t t<ETTE11 cOLDTI0N8. sETTet LTIRLOINBf. F
S STRUCTURAL LMA 3/10/17
101 AIRPORT ROAD, STARKVILLE, MS 39759
ISS ISSUES 533 IS5DATE TITLE. CROSS SECTION DRN.BY.
BUILDER, MCKEE CONSTRUCTION CO. DATE.
CUSTOMER. CENTRAL BAPTIST CHURCH SPORTS CKD.BY.
LOCATION.SANFORD, FL 32771 DATE.
ID NUMBE R.17D0042A MBS JOB NO. 17DO042A DWG. NO. E3 OF. 7
ROOF FRAMING PLAN
1
60'-0" OUT -TO -OUT OF STEEL
4
n n
17'-611 25'-0" 17'-611
1'-011 1'-0"
PU RUIN 2'-5 1/4" 2'-5 114"
LAP r 2'-5 1 /4" 2'-5 1 /4"
0
GENERAL NOTES,
1. ALL DIMENSIONS ARE OUT TO OUT OF STEEL.
IF CONCRETE NOTCH IS REQUIRED, THEN
THE APPROPRIATE DIMENSIONS SHOULD BE
ADDED TO OBTAIN THE OUT TO OUT OF
CONCRETE DIMENSIONS.
2. CONCRETE STRENGTH = 3000 PSI MINIMUM.
3. ANCHOR BOLTS ARE NOT FURNISHED BY THE
MANUFACTURER.
4. DRAWINGS ARE NOT TO SCALE.
SPECIAL BOLTS
ROOF PLAN
O ID I QUAN TYPE DIA LENGTH WASH
1 4 A325 1/2" 11/4" 0
CONNECTION PLATES
ROOF PLAN
ID I QUA, I MARKIPART
1 8 RBR08
2 4 ESC51
MEMBER TABLE
ROOF PLAN
QUAN I MARK PART
20 P-1 8ZO60
18 P-2 8Z060
20 P-3 8ZO60
2 P-4 8ZO67
2 E-1 8EO75
2 E-2 BE099
2 E-3 8E075
4 CB-1 CB10
8 CB-2 CB08
J
LLI
W
1—
LL.
O
H
O
1
O
FL
Z)
O
O
O
CD
2 2 t - 1y75848
1-1 E-1 RF2-1 E-2 RF2-1 E-31 RF1-1 g Was Hardin. P.E.
1 1
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF TIE BUILDING DESIGNED AND SUPPLIED BY
KIRBY BUILDING SYSTEMS. IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS
NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
A.B. SIZE AND PROJECTION ANCHOR BOLT QUANTITY
OTY. BOLT DIA.
ALLO11. LOAD
TO BOLTS OBS.)
PROD.
P (IN.)
MIN. EMBED
D GIN.)
I5SUE DESCRIPTION BY DATE
KIRBY Ar
UIlDINO FIS
S STRUCTURAL LMA 3/10/17
BOTTOM OF
BASE PLATE
y
RMLMONcaM7AKr
AS REO'D
i- 8400 2}' 1KIK BETTER tOLUTI0HP.11EHMSBILDINMS. R
JANCHOR BOLT SHAPE 1 15,000 3' KNIK KIRBY BUILDING SYSTEMS o 124 KIRBY DRIVE o PORTLAND, TN 3T148
N("` BY TO BE 14:" 23,400 3t' TITLE. ANCHOR BOLT PLAN ORN.BY.
ENGINEER
1 }' 33,700 3i-IK BUILDER, MCKEE CONSTRUCTION CO. DATE.
CUSTOMER, CENTRAL BAPTIST CHURCH SPORTS CKD.BY. p— BOLT MATERIAL = ASTM A36
LOCATION, SANFORD, FL 32771 DATE. SL r. — ANCHOR BOLT EMBEDMENT LENGTH 'D' IS TO BE DETERMINED BY THE
FOUNDATION ENGINEER.
ID NUMBER,17DO042A tIBS1 JOB NO. 17DO042A DNG.NO. E4 OF. 7
o DOWNSPOUT LOCATIONS
60'-0" OUT -TO -OUT OF STEEL
17'-6"
Double screws
this bay
1'-0"
r
0 0
LEI I
26-0" 17'-6"
Double screws
this bay
0 0
ROOF SHEETING PLAN
PANELS: 26 Ga. KR2 - Galvanized
Double screws in hatched bays
ENERAL NOTES, S. 17 MAY BE NECESSARY DURING ERECTION TO MAKE MINOR 11. WARNING, PENCIL LEAD WILL CAUSE GALV. DETAIL KEY
1. USE f' D1A. X IV A325 BOLTS FOR ALL ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS PANELS AND TRIM PIECES TO RUST.
DETAIL NO. URLIN LAP CONNECTIONS. PRIOR TO INSTALLING PANELS.
DO NOT USE PENCILS TO MARK ON PARTS.
2. USE ' DI A. X IV A325 BOLTS 7. DO NOT STAND OR WALK ON SECONDARY FRAMING MEMBERS SUCH
FOR PURLIN AND EAVE STRUT TO FRAME CONNECTIONS. AS GIRTS, PURLINS AND EAVE STRUTS UNLESS THEY ARE FIRMLY REFERENCE
3. THE DIAMETER OF THE BRACING 15 DENOTED BY THE SECURED AT BOTH ENDS AND LATERALLY SUPPORTED. ERECTION
THIRD AND FOURTH DIGITS OF THE PIECE MARK. 8. DO NOT USE METAL BUILDING PANELS AS WALK BOARDS OR DETAILS
CABLE EX. OB VO AND 10 VO) WORKING PLATFORMS. NEVER STAND OR WALK ON METAL
GOD EX. 08 • f O AND 10 - rO) BUILDING PANELS BETWEEN SUPPORTS UNLESS THE PANELS ARE
4. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY FIRMLY FASTENED AT BOTH ENDS AND BOTH SIDES. 12. A COPY OF KIRBY'S STANDING SEAM CHECKLIST CAN BE FDUND IN THE STANDING
THE ERECTOR DURING THE ERECTION OF THE BUILDING. 8. DRAWINGS ARE NOT TO SCALE.
SEAM ERECTION MANUAL SENT WITH EACH PROJECT. TO ENSURE YOUR INSTALLER HAS
5. ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC.
10. FOR KIRBYLOK OR ROOFLOK ROOF PANELS, REF. APPROPRIATE
A THOROUGH UNDERSTANDING OF THE STANDING SEAM SYSTEM, PLEASE REVIEW THE
DETAILS PROVIDED IN THE ERECTION DRAWINGS AND THE STANDING SEAM MANUAL.
MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED
ERECTION MANUAL FOR ERECTION PROCEDURES. HAVE THE ERECTOR OR YOUR PROJECT SUPERINTENDENT COMPLETE THE CHECKLIST.
PRIOR TO THE INSTALLATION OF THE ROOF PANELS.
1'-0"
M.
DO CDD-
Nn. v
Y
ROOF
SHEETING
PANELS: 26 Ga. KR2
Zinc Aluminum
75848
Was Hardin, P.E.
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRSY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY
KIRBY BUILDING SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS
NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT."
SSUE DESCRIPTION BY DATE
KIRBj SANFORAtEs
A F%M pY CO "T Q
BETTER110LUTIOn.BETTER BULOfMI. 1'1 3,1 17 O
S STRUCTURAL LMA 3/10/17
KIRBY BUILDING SYSTEMS 0 124 KIRBY DRIVE a PORTLAND, TN 371AB
SS ISSUE5 583 ISSDATE TITLE, ROOF FRAMING PLAN DRN.BY.
BUILDER, MCKEE CONSTRUCTION CO. DATE.
CUSTOMER. CENTRAL BAPTIST CHURCH SPORTS CKD.BY.
LOCATION.SANFORD, FL 32771 DATE.
D NUMBE R,17D0042A MBS JOB NO, 17DOD42A DUG.NO. E5 OF. 7
4
F-
N
MEMBER TABLE
FRAME LINE A
QUANI MARK I PART
2 WF-1 I 24W1610D
1 1 WF-2 1 20W1608D
CONNECTION PLATES
FRAME LINE A
ID I QUAN I MARK/PART
1 1 2 1 ESC51
SPECIAL BOLTS
O ID I QUAN TYPE DIA LENGTH WASH
1 1 4 A325 1/2" 11/4" 0
BOLTTABLE
FRAME LINE A
LOCATION QUAN- TYPE DIA LENGTH
WF-1 - WF-2 8 A325 7/8" 2 3/4"
WF-1 - RF2-1 14 A325 1/2" 1 1/2"
I IH HI I
RF1-1 RF2-1 20'-101/4" RF2-1 RF1-1
2'-0 7/8---1 i 11CLEAR j *- 2'-0 7/8"
BACK SIDEWALL FRAMING: FRAME LINE A
GENERAL NOTES,
P 1
S. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE DETAIL KEY
1. USE f'O x W A325 BOLTS FOR ALL GIRT LAP BRACING.
AND GIRT TO CLIP CONNECTIONS. 7. BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. DETAIL N0.
2. THE DIAMETER OF THE BRACING 1S DENOTED BY THE S. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT
THIRD AND FOURTH DIGITS OF THE
EX. OB = }'o 10 = 8'@)
PIECE MARK. TO BEFE ENCE WALL PANEL FASTENER LAYOUT
PL153 PL149 KIRBYRIS II) TO
DETAILS
INSURE CORRECT
REFERENCE
KIRBYWALL ERECTION
3. ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE USAGE OF FASTENERS. DETAILS
ERECTOR DURING THE ERECTION OF THE BUILDING. 9. USE RVTCP AT 5'0' C/C FOR TEMPORARY INSTALLATION
SSUEJ DESCRIPTION BY I DATE
S I STRUCTURAL LMA 3/10/17
4, ALL R MARY AND SECONDARY FRAMING, WIND BRACING, ETC. OF CLH TRIM. NOTE, ALL GIRT LAPS NOT
IS5 ISSUES
MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED 10. DRAWINGS ARE NOT TO SCALE. INDICATED WILL BE O'2 V
PRIOR TO THE INSTALLATION OF THE PANELS.
11. REF. PL357 OR CAULKING AT TRIM LAPS DOOR GIRTS,
S. 1T MAY BE NECESSARY DURING ERECTION TO MAKE MINOR F
ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLINS AND GIRTS 12. WARNING, PENCIL LEAD AND MARKER WILL CAUSE GALV. ALL GIRTS ATTACHED AT ONE
END TO A DOOR JAMB ARE 16 GAGE
PRIOR TO INSTALLING PANELS. PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE
TO MARK ON PARTS. UNLESS NOTED OTHERWISE. ID NUMBE R,17D0042A
SSS IISSDATE
MBS
75848
Wes Hardln, P.E.
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRIY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND SUPPLIED BY
KIRBY BUILDING SYSTEMS. IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS
NOT ACTING AS THE ENGINEER OF RECORD FOR THIS CONSTRUCTION PROJECT.
KIRBY
IUD I Ni
AFMJ COMPAKY
BETTER i01UT10MAT. BETTER SUILDI10113.
101 AIRPORT ROAD, STARKVILLE, MS 39759
TITLE, BACK SIDEWALL DRN.BY,
BUILDER MCKEE CONSTRUCTION CO. DATE,
CUSTOMER,CENTRAL BAPTIST CHURCH SPORTS CKD.BY,
LOCATION.SANFORD, FL 32771 DATE
JOB NO, 171)0042A DWG. NO, E6 OF, 7
gVILDiNc
NFORD
MEMBER TABLE
FRAME LINE B
QUANI MARK I PART
2 WF-1 24W1610D
1 WF-2 1 20W1608D
CONNECTION PLATE
FRAME LINE B
ID I QUAN I MARK/PART
1 1 2 1 ESC51
SPECIAL BOLTS
O ID UAN TYPE DIA LENGTH WASH
1 4 A325 1/2" 11/4" 0
BOLT TABLE
FRAME LINE B
LOCATION I QUAN TYPE CIA LENGTH
WF-1 - WF-2 8 A325 7/8" 2 3/4"
WF-1 -RF2-1 14 A325 1/2" 1 1/2"
I IH HI I
RF1-1
2'-0 7/8" -
RF2-1 20'-10 1/4" RF2-1
2'-0 7/8"
RF1-1
1 CLEAR I
FRONT SIDEWALL FRAMING: FRAME LINE B
GENERAL NOTES 5. ERECTOR TO FIELD SLOT FLUSH FRAME GIRTS FOR CABLE DETAIL KEY ISSUE DESCRIPTION BY I DATE
1. USE rO x 1f' A325 BOLTS FOR ALL GIRT LAP
AND GIRT TO CLIP CONNECTIONS. 7.
BRACING.
BUILDER TO FIELD CUT OR BACK LAP PANELS AS REQUIRED. DETAIL NO. S STRUCTURAL LMA 3/10/17
2. THE DIAMETER OF THE BRACING 1S DENOTED BY THE B. BEFORE INSTALLATION OF WALL PANELS, IT IS IMPORTANT
3.
THIRD AND FOURTH DIGITS OF THE PIECE MARK.
EX. 08 = }"O 10 = 5-0)
ADEQUATE TEMPORARY BRACING MUST BE PROVIDED BY THE
TO R F RENCE WALL PANEL FASTENER LAYOUT
C PL153 KIRBYWALL PL149 KIRBYRIS II) TO
USAGE OF FASTENERS.
DETAILS REFERENCE
INSURE CORRECT ERECTION
DETAILS
4.
S.
ERECTOR DURING THE ERECTION OF THE BUILDING.
ALL PRIMARY AND SECONDARY FRAMING, WIND BRACING, ETC.
MUST BE INSTALLED, PROPERLY ALIGNED, BOLTED OR WELDED
PRIOR TO THE INSTALLATION OF THE PANELS.
IT MAY BE NECESSARY DURING ERECTION TO MAKE MINOR
ADJUSTMENTS AND ALIGNMENTS TO BOTH PURLING AND GIRTS
PRIOR TO INSTALLING PANELS.
9.
10.
1.
12.
USE RVTCP AT 5'0" C/C FOR TEMPORARY INSTALLATION
OF CLH TRIM. NOTE. ALL GIRT LAPS NOT
DRAWINGS ARE NOT TO SCALE. INDICATED WILL BE O'2V
REF. PL357 FOR CAULKING AT TRIM LAPS DOOR GIRTS. WARNINGPENCIL LEAD AND MARKER WILL CAUSE GALV. ALL GIRTS ATTACHED AT ONE
PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE END TO A DOOR JAMB ARE 16 GAGE
TO MARK ON PARTS_ UNLESS NOTED OTHERWISE.
IS5 ISSUES 593 ISSDATE
in NIIMRFR.17nnnA')A MIaS
75848
Wee Hardin, P.E.
CERTIFICATION EXTENDS ONLY FOR THE LOADS SPECIFIED ON KIRBY'S PURCHASE ORDER AS
APPLIED TO THE STRUCTURAL COMPONENTS OF TIE BUILDING DESIGNED AND SUPPLIED BY
KIRBY NXILDINS SYSTEMS, IF ERECTED AS INDICATED. NOTE THAT KIRBY'S ENGINEER IS
NOT ACTING AS THE ENGINEEA OF RECORD FOR THIS CONSTRUCTION PROJECT.
lIRBulmiu
SWEN
APKo ccmfAAr
BETrt I eOLUTIowla VIMER BUILDINGS.
101 AIRPORT ROAD, STARKVILLE,
TITLE FRONT SIDEWALL
BUILDER. MCKEE CONSTRUCTION CO.
CUSTOMER. CENTRAL BAPTIST CHURCH
LOCATION,SANFORD, FL 32771
JOB N0. 17n0042A
MS 39759
ORN.BY.
DATE.
SPORTS CKD.BY.
DATE.
DWG. NO. E7 OF. 7
NFORD
HUSIDE WASHER
TSO,
NUT AND
FLAT WASHER N to
41
BR100 e:
RAKE TRIM (RK) -
RAKE SUPPORT ANGLE•
RS-20): STOPS 2 3/4'
UPHILL FROM STEEL -LINE
RETURN LEG OF OUTTER
FASTENED TO PANEL -
SEE EAVE DETAIL)
RAKE TRIM (SHOWN
LAPPING GUTTER)
WEB OF FRAME
r- BRACE ROD
4
WRZ TRW
n K lANEL
r BEAD OF -
TUBE SEALANT
ALONG TOP
PLACE TAPE SEAL (CONTINUOUS) ALONG
ALL FASTENING TABS AND INSTALL WRZ
TRIM W/ FA03 (2' 0/C) TO GUTTER
CERTAIN TRIMS ARE MORE ACCESSIBLE TO WATER
THAN OTHERS. THESE TRIMS WILL REQUIRE A Ys
BEAD OF TUBE SEALANT AT THE LAPS (BF, ST,
FBF, FST, FT1, FT5, FTS, MF AND NST}
PL357
2'3)r OR
I i I *
FLANGE
11 BRACE
SHOP
WELDED
CUP
EFE ENE PPROPRIATE
ERECTION DRAWING (CROSS
SECTION FOR BRACE 1f
BOLT ssxN10TE0BR105ALi
AFTER RAKE TRIM IS IN
PUCE, FASTEN TO WRZ
TRIM W/ FA03 (2' 0/C)
USE POP RIVETS
AT VERTICAL LEG
OF TRIM
TRIM WRZ LEANNG SUFFICIENT
MATERIAL TO FORM TABS FROM
TRANSFER OUTLINE OF
TAPE SEAL (CONTINUOUS)
AREA TO BE CLOSED
ALONG ALL FASTENING TABS
OFF TO WRZ TRW
FA03
Z
4) FA03 (MIN.)
ALONG TOP
KL_ Y4 BEAD OF
ROOF TUBE SEALANT
PANEL ALONG TOP
GUTTER
PROFILE
MAYVARY) UPHILL RAKE
TRIM (PROFILE
Pop MAY VARY)
RIVET DOWNHILL RAKE
TRIM (PROFILE
TRIM OFF _ MAY VARY)
BOTTOM LEO 10) POP RIVETS
AS REOUIRED DOWN SIDE/BOTTOM
KL643
EAVE STRUT
TYP.)
INTERIOR
FRAME
PR334
THE ONLY FASTENERS SHOWN ARE LAP FASTENERS.
SEE APPLICABLE RAKEANALL DETAILS FOR ADDITIONAL FASTENERS.
PROPORTIONS EXAGGERATED FOR ILLUSTRATION PURPOSE$
MINOR ADJUSTMENTS TO DOVNHILL TRIM AT LAP MAY BE NECESSARY TO
ACHIEVE PROPER FIT. CONTINUITY OF SEALANT MATERIALS MUST BE MAINTAINED.
4) FA03 (MIN.) DOWNHILL FA03
ALONG TOP RAKE TRIM
yi BEAD OF & BEAD OF
TUBE SEALANT POP
TUBE SEALANT
ALONGTOP RIVET ALONG TOP
UPHILL RAKE
TRIM •
DOWNHILL RAKE •
TRIM
10) POP RIVETS UPHILL RAKE
DOWNSDEIBOTTOM i TRIM
MIN.
SAP
RL642
191 BOLT
12 x 1*'SOS
Eave Strut w/o wash
Cad P L)
TyplcaL)
r}'0 x 1i Rake Channel
A325/A307 BoLts
Boor Ing Frame
Shape Varles)
Dimension
Varles 5
mm=ReFerence Roof Framing PLon for Bolt
Size and Strength and for Eave Strut to Frame Connection
PR 1321
Eave Struc
D Note, Reference Cross
ew}. x T},
r3 m Section or Roof Framing
A307/A32S Bolcs
Plan for Dooth of Eave Strut
y
call
Varles
Reference Roof Framing Plan For BoLt
Size and Strength For Eave Strut to Frame Connection
PR120
75848
Was Hardin, P.E.
NOTES: 5. BOLT LENGTH MAY VARY IF NOTED ON
1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR ERECTION DRAWINGS.
AS THE FIRST PIECE OF SHEET METAL THROUGH B. BOLT STRENGTH MAY VARY IF NOTED ON
WHICH THE FASTENER PASSES. ERECTION DRAWINGS.
2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER 7. USE 1/Z" X 1 1/4' A325 BOLTS AT ALL PURLIN LAPS.
COLORS. 8. USE 1/2' X 1 1/4' A325 BOLTS AT ALL PURLIN
3. BRONZE COLORED TUBE SEALANT IS PROVIDED FOR TO FRAME CONNECTIONS,
DARK BRONZE SHEETING AND TRIM APPLICATIONS. 9. DRAWINGS ARE NOT TO SCALE.
WHITE TUBE SEALANT IS PROVIDED FOR ALL OTHER COLORS. 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV. 4. FASTENERS FOR ALL TRIM ARE REQUIRED AT 1'O" ON
CENTER UNLESS NOTED OTHERWISE. USE TUBE SEALANT AT PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE
ALL TRIM SPLICES. TO MARK ON PARTS.
I SSUE DESCRIPTION BY DATE
K RBY
BUILDINGailre.10=1110 camlT {{
iETTBi iOlUTIONS. SETTER MaDINGS.
NF1O1AIRPORTROAD, STARKV I LLE , MS 39759 L);?p
I S5 I SSUE 5 535 I S5DATE TITLE, ERECTION DETAILS DRN. to
BUILDER, MCKEE CONSTRUCTION CO. DATE,
CUSTOMER, CENTRAL BAPTIST CHURCH SPORTS CKD.BY,
LOCATION,SANFORD, FL 32771 DATE,
I D NUMBE R, 17DO042A MBSI JOB NO, 17DO042A DWG. NO, D1 OF, D2
FIELD LOCATE AS REO'D
PURLIN
FOR PROPER FIT -UP
f II II I II II II II Il II II II II II II II II
1 II II 1 II II II II II II II II II II II II II
II II I II II II 11 II II It II II II II II II
I II li I II II II II II II II II II II I II II
2) H1080 FASTENERS L 'BASKET -TYPE"
PRE -DRILL 3/ti/ HOL/ES),/ INSULATION
nm,
IN0603 ROLT/HO300 NUT
RAFTER
HO200 WASHERS
FLANGE BRACE
MARK FB
NOTE:
1/2"0 x 2' A323 BOLTS AREt6<HD300
BOLT REO'D FOR BOLTING FLANGE BRACES
O NUT
WASHERS
a TYP FLANGE BRACE ® PURLIN & RAFTER
WITH THE USE OF 'BASKET -TYPE" INSULATION
NOTES: SEE PLANS AND ELEVATIONS FOR FLANGE BRACE PART MARKS
PRE -DRILL (2) 5/160 MOLES IN PURLIN
q RIB
RAKE TRIM FIELD CUT AS REQUIRED
MK. RTA_ /[
r—RROOF105D (4' O.C.)
PANEL
F((12-
BET/
4- TAPE
WEEN TRIM ANDCPANEL)
D20
1020 AT EACH SUPPORT
CRAKE ANGLE (LLV.) O.C.)
MK. MARDI
OUTSIDE PANEL CLOSURE
UK. H3400 *"CLASSIC PANEL"
MK. H3420 0 "ACCENT PANEL"
MK. H3410 0 REVERSE 'CLASSIC PANEL'
SCULPTURED RAKE DETAIL
CLASSIC ROOF'
SEE WALL SHEETING ERECTION NOTES FOR
WALL PANEL FASTENER LOCATIONS
DE0010
1. SHEETING AND TRIM FASTENERS ARE THE SAME COLOR
AS THE FIRST PIECE OF SHEET METAL THROUGH
WHICH THE FASTENER PASSES.
2. BLIND RIVETS ARE PROVIDED IN ALL FLUOROPOLYMER
COLORS.
3. BRONZE COLORED TUBE SEALANT IS PROVInFn FnR
a
2) H1020
1) PER END
ANGLE MK.
MAH•
BOLTS REO'D AS SHOWN
EAVE STRUT
LOW EAVE FLUSH/INSET SW GIRT CONDITION
USE (4) 1/2' X 2' A325 BOLT H0603/NUT H0300 U.N.O.
3/4" TAPE
MASTIC UK.
M3000___\
CLASSIC"
r ROOFS
GI HIO-D
FASTENERS
d A7 12" O.C;-
SIMPLE EAVE
TRIM MK. LEA01-
SIMPLE EAVE DETAIL
CLASSIC ROOF"
SEE WALL SHEETING ERECTION NOTES FOR
WALL PANEL FASTENER LOCATIONS
Imm 1
INSIDE PANEL CLOSURE WK.
H3410 WITH 3/4' TAPE MASTIC
MK. WOOD) TOP AND BOTTOM
FASTEN INSULATION WITH H1020
FASTENER ! H2200 INSULATION
WASHER 12" O.C. (AT HIGH RIB)
H10_C FASTENER (SEE THE
CLASSIC ROOF STRUCTURAL
FASTENER SPACING DETAIL)
EAVE STRUT SHOWN, MEMBER
VARIES (REFERENCE THE SECONDARY
LOW EAVE MEMBER OPTION DETAIL
FOR ALTERNATE MEMBERS)
5, BOLT LENGTH MAY VARY IF NOTED ON
ERECTION DRAWINGS.
6. BOLT STRENGTH MAY VARY IF NOTED ON
ERECTION DRAWINGS.
7. USE 1/2" X 1 1/4' A325 BOLTS AT ALL PURLIN LAPS.
B. USE 1/2" X 1 1/4" A325 BOLTS AT ALL PURLIN
TO FRAME CONNECTIONS.
9. DRAWINGS ARE NOT TO SCALE.
RS. 10. WARNING: PENCIL LEAD AND MARKER WILL CAUSE GALV.
AT PANELS AND TRIM PIECES TO RUST. DO NOT USE THESE
TO MARK ON PARTS.
11 1
GUTTER HANGER
MK. H2190 AT 24'
O.C. WITH (3)
H10SO FASTENERS-
3/4' TAPE
MASTIC WK.
5' H3000
1/2' TAPE
0 MASTIC MK.---,,,,
n H3010
0
e
H1050
d FASTENERS
AT 12' 0. .
GUTTER
3 MK. OTA_
o H10_C
IL FASTENERS
0 AT 12' O.C.
SIMPLE EAVE
TRIM MK, LEA01—
EAVE GUTTER DETAIL
CLASSIC ROOF"
SEE WALL SHEETING ERECTION NOTES FOR
WALL PANEL FASTENER LOCATIONS
L-W / 8" PURLIN
J GCB01 CLIP
COLUMN
CAP PLATE/ 10" PURLINGCB02 CLIPRAFTERFLANGE
12" PURLIN
GCB11 CLIP
USE (4) 1/2" x 2" A325
BOLTS H0603/ NUTS H0300
CLIP/PURLIN TO FLANGE
cG!`Tln"l.l A' CONNECTION)
BOLTED CLIP @ END FRAME
USE (4) 1/2' x 1 1/4' A307 BOLTS H0500/NUTS H0400 U.N.O. Q D OO OREFERENCEERECTORNOTEFORTYP. WASHER REQUIREMENTS D D
3/4' TAPE MASTIC UK.
H3000 (6" PIECE) DIRECTLY
BELOW FASTENERS
INSIDE PANEL CLOSURE
UK. H3410 WITH 3/4'
TAPE MASTIC (MK. H3000)
TOP AND BOTTOM
CLASSIC' ROOF
NOTE: PLACE
GUTTER BRACKET
UNDER THE UP
OF THE GUTTER n7
FASTEN INSULATION WITH H1020
FASTENER ! H2200 INSULATION
WASHER 12' O.C. (AT HIGH RIB)
HIO-D FASTENER (SEE THE
CLASSIC ROOF STRUCTURAL
FASTENER SPACING DETAIL)
EAVE STRUT SHOWN, MEMBER
VARIES (REFERENCE THE
SECONDARY LOW SAVE MEMBER
OPTION DETAIL FOR ALTERNATE
MEMBERS)
ISSUE DESCRIPTION
S STRUCTURAL
IS5 ISSUE5
ID NUMEIE R s 17DO042A
DD0010
75848
Wes Hardin, P.E.
BY DATE
KIRBY
LMA 3/9/17 CSANFOReuloiyN4ArwsiodwMFARr
GETTER SOLUTIONS. BETTER BUILDOIGS.
101 AIRPORT ROAD, STARKVILLE, MS 39759
5SE IS5DATE TITLE. ERECTION DETAILS DRN.BY1
BUILDER MCKEE CONSTRUCTION CO. DATEe
CUSTOMER. CENTRAL BAPTIST CHURCH SPORTS CKD.BY,
LOCATION,SANFORD, FL 32771 DATES
M13SI JOB NO 17DO042A DWG. NO. D2 OFF 2
f
BECHTOL ENGINEERING
AND TESTING, inc. (\o\
May 11 1720
Project No. 17174
Document No 17174 01
TO: McKee Construction Company
790 Monroe Road
Sanford, Florida 32771 _
RE: Structural Bolt/Nut Inspection
CENTRAL BAPTIST CHURCH (3111 West S.R. 46)
Sanford. Florida
REPORT OF ON -SITE INSPECTION
G
INSPECTION ~
T Y
INSPECTION TIME
DATE
INSPECTOR
Portal -to -Portal)
5/2/17 David Llewelyn 4.0 hours (hourly minimum applied)
SCOPE OF INSPECTIONS:
Bolted connections were inspected, in accordance with project specifications.
OBSERVATIONS:
5/2/17
Column/beam bolted connections and beam/beam bolted connections were inspected in accordance with A-325
specifications and project plan details. The bolted connections inspected were found to be adequately tensioned, and
in accordance with project requirements.
Bechtol Engineering and Testing, Inc. appreciates the opportunity to provide our services on this project. We trust this
report is sufficient for your needs, however, if you should have any questions, or if we may be of further service, please
do not hesitate to call.
RespectMlVA I 11111
w
Inc.
Z 'l e,0pie
R
P 'dice
F 853171
2 c /'IG SRO N!A \`\\
Wndal W. Stormant
aterials Testing Manager
CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS
605 West New York Avenue, Suite A • DeLand, FL 32720-5243 • Telephone (386) 734-8444
FAX (386) 734-8541
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . 17-00000619 Date 5/10/17
Application pin number . . . 869460
Revision number . . . . . . . 2
Property Address . . . . . . 3101 W 1ST ST
Parcel Number . . . . . . . . 26.19.30.5AE-330A-0000 225E
Application type description ACCESSORY STRUCTURE NO C/O
Subdivision Name . . . . . . SMITH, M.M SECTION 27
Property Zoning . . . . . . . AGRICULTURAL
Application valuation . . . . 95413
Application desc
open pavilion bldg noc on file
t..
Owner Contractor
CHURCH CENTRAL BAPTIST MCKEE CONSTRUCTION
3101 W 1ST ST 790 MONROE RD
SANFORD FL 32771 SANFORD FL 32771
407) 323-1150
Structure Information 000 000 --------------------
Construction Type . . . IIB
Permit . . . . . . BUILDING PERMIT - NEW/ALTER
Additional desc . .
Phone Access Code 977637
Permit pin number 977637
Permit Fee . . . . 712.00
Issue Date . . . . 3/28/17 Valuation . . . . 95413
Expiration Date 10/14/17
Qty Unit Charge Per Extension
BASE FEE 40.00
96.00 7.0000 THOU BLDG PERMIT -CC APPRVD 9.27.10 672.00
Special Notes and Comments
March 13, 2017 9:39:04 AM blaker.
No plumbing
No impact fee required.
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-BLDG PLAN REVIEW 288.00
01-FIRE INSPECT -NEW CONST 75.00
01-PLAN ALTERATIONS 100.00
01-BLDG DCA SURCHARGE 17.38
01-BLDG DBPR SURCHARGE 17.37
Fee summary Charged Paid Credited Due
Permit Fee Total 712.00 712.00 .00 00
Other Fee Total 547.75 497.75 .00 50.00
Grand Total 1259.75 1209.75 .00 50.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST -BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
CITY OF SANFORD
CUSTOMER RECEIPT*
Oper: BLANTOND Type: CC Drawer: 1
Date: 5/11/17 01 Receipt no: 122386
Year Number Amount
2017 619_
3101 Y 1ST ST
SANFORD, FL 32771
BP BUILDING PERMIT RECEIPTS
t50.BB
Tender detail
CC CREDIT CARD 801182 $56.00
Total tendered $58.69
Total payment $50.08
Trans date: 5/11/17 Time: 9:19:48
CRY OF SANFORD BUILDING
3011. N' PARK AVE
SANFORD, FL 32771
SALE
MID: 9520 Store: 461G Term 2903
REF#: 00000002
Batch #: 290' . RRK 713113001252
05111N7 09:20U9
Trans ID: 587131480099696
APPR CODE: 801102
VISA Swiped
f'301 -1-
AMOUNT $60.00
APPROVED
CUSTOMER COPY
0
Revision* City of Sanford
Response to Comments GEIV ' Building & Fire Prevention Division
MAY — 8 20V Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
r
Permit # 1-1 — G 1
Project Address: 31st Contact:
K\J4X--0 kc'c Vag ttta Ph:
3-1 5c Email:
c,.,-- Trades
encompassed in revision: Building
Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Submittal
Date Y
Fax:
General
description of revision: Mo4
F1cIK1oJ cF C—Jaw- S."IrF ROUTING
INFORMATION Approvals
Utilities
Waste
Water Planning ,
Engineering
Fire
Prevention y
0"
Building J""- <d -(7
Revision City of Sanford
Response to Comments MAR 3 0 2017 • Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 1-7 — (o Iq Submittal Date 3 I (_7
Project Address:
Contact: t N 1 h s
Ph:
Email: gc
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Fax:
o 17
General description of revision:
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
E Building
I
I
I
o .am