HomeMy WebLinkAbout410 E 25 St'N
CITY OF i
MAY Building & Fine Prevention Division
Al PERMIT APPLICATION
FIRE DEPARTMENT
Application No: I
C�
Documented Construction Value:
Job Address: cr,5-A P)t, Ce. -4-Ct,4A- 3,97-13 Historic District: s❑No
Parcel ID: Residential Commercial❑
Type of Work: New❑ Addition❑ Alteration ❑ Repair ® Demon Change of Use❑ Move ❑
Description of Work: � � �Jl�t; I-)aLJ C. w7clat...1 S' <:P1 eel- ire ems,°���I�e
Plan Review Contact Person:
Phone:
Fax:
Email:
Property Owner Information
Name NI e-+-A °N _ v \I o Vot i LL-(- Phone:
Title:
Street: 2,c)-4 C)Y d �'M e_ Resident of property?
City, State Zip: F L_ 3 2q q
Contractor Information
Name /� CL�,ton c'e.N lG�: Phone: C J�� �� �� 2- 5?96
Street: '`�'`/f "'�< ;L! 'ale4%rn L Fax:
City, State Zip: &g State License No.: C,qC ! 3� T 339
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
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. 1 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: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
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 figuredbased 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 construction and zoning.
r
S-11 e 1201 %
Signature of Owner/Agent \ (,� Date
O(Dy
Print Owner/Agent's Name
Signature of Notary -State of Florida I Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
SignaturreeContractor/Agent I Date
Print Contractor/Agent's Name ) C/
Signature ofNota $TZate�
Ik1Y CcMA",iS,�u d rk'i=r 17,5548
;; .•',a= EXPIRES: FpbrUary 25, 2019
Bonded Thru Notar; °uhFr, Undr.-rvr'!?rs
Contractor/Agent is Personally own to Me or
Produced ID Type of ID � L
e �v l L) , Z
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:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures,
# of Heads Fire Alarm Permit: Yes ❑ No ❑
UTILITIES: WASTE WATER:
FIRE:
BUILDING: 4F G • a-7 - I&
Revised: January 1, 2018 Permit Application
This agreement is made between 1**Xe1WeV 1 ✓eS�°` ��� and Rickard Construction
for the installation of windows at 410 E. 25th pl Sanford Florida 32773 contractor has agreed to
install the windows for the price of This agreement has been made on
this day of May 16, 2018.
-. 0date ��6 /¢ date
5 7. 5
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RECORD COPY
yl
'-'4-00-40
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
nATE
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8.2293 �6
SANFORD BUILDING DIVISIQf
�n A PERMIT ISSUED SHALL BE CONSTRUED TO E:
GENSE TO PROCEED WITH THE WORK AND NC
AUTHORITY TO VIOLATE, CANCEL, ALTER OR
;bE ANY OF THE PROVISIONS OF THE TECHNI
ES, NOR SHALL ISSUANCE OF A PERMIT PRE
-HE BUILDING OFFICIAL FROM THEREAFTEF
H ;RING A CORRECTION OF ERRORS IN PLA
" ��+STRI_PCTION OR VIOLATIONS OF THIS C01
A
AS
�VILD/NG
SANFORD
o�Aq RTM��A
Product Approval Specification Form
Permit #
Project Location Address
VD � c�2 s -'/- f
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildina.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory
Manufacturer
Product
Description
Florida Approval #
(include decimal)
1. Exterior Doors
Swinging
Sliding_
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung
U 4 .` -¢
C. C W
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
r IYLR
1. ALL FASTENERS SHALL BE IN 1xvitACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE
MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
2. OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WINO
LOADS TO THE STRUCTURE
3. THESE NON —IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REOUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
S. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & DUALITY ASSURED BY A
FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND
THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS
HOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S DUALITY ASSURANCE
SPECIFICATIONS &TESTING REPORTS.
7, CERTIFICATION Of THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING
APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING
DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION
ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS
BEEN TESTED.
B. THE LEAST DESGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL
CONTROL FOR THE INSTALLED PRODUCT. UCT IS
9. THESECERTIFY_ONLY. WATER PROOFING OF
MOTART OF WTHISSIN;UDONE CERTIFICATION. THATORESPONSIBILITY SHALL BE THAT OFE THE MANUFACTURER
&/OR INSTALLER.
HOR/SUBSTRATE EVALUONOTE:
Arr
ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN. ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
INSTALLATION EVALUKTION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR
INFORMATION & RESULTS FROM APPLICABLE TESL REPORTS. THE FLORIDA BUILDING
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN
THE EVENT THAT NEW OR ADDMO14AL TESTING IS COMPLETED ON THE REFERENCED
PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE
INSTALLATIONS SPECIFIED HERE —IN ARE CURRENT WITH THE THEN CURRENT TESTING,
CODE AND APPLICABLE STANDARDS.
48" MAX. FRAME WIDTH
Al
S
/
B1
B1
5
v 5
OPPOSITE
FIN ANCHOR
WITHIN 2" OF
CORNERS & 8"
MAX. O.C. SEE
w "FRAME ANCHOR
= REQUIREMENTS
TABLE" ON THIS
j
SHEET FOR
— —
REQUIREMENTS.
c
m
FRAME ANCHOR REQUIREMENTS TABLE 41
OPENING TYPE FRAME/CUP/NVL FIN TO N MINIMUM MINIMUM ION:
(SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. EXTERIOR EL ION*
(1)FRAME SCREWS SERIES 20 SINGLE WINDOW
2X4 WOOD FRAME OR BUCK NO. 10 SMS OR WOOD SCREW 1 1/4- 3/4" (FIN INSTALLED SERIES 10)
(MIN. DR. 3 & G=0.55) SCALE: 3/4" = V-0"
I4R. 2XN WOODGR.3FRAME OR) UCKI NO. 10 SMS OR WOOD SCREW 11 1/4*
SCREW
MIN. 214 WOOD FRANE OR BUCK
(MIN. GR. 3 & G=0.55)
MIN. 2X4 WOOD FRAME OR BUCK (4) 2• X II GA ROOFING NHL 1 7/8' 1 1/2"
(MIN. GR. 3 & G=0.55)
11)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW
(2) CONCRETE SCREWS HEAD TAPCONS OR HILHTI SHALL
CON BE ELCO IIL(FARDENEDE STEEL RCO ES.S.� RAMSET/RED
(3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW
OR HAVE A FLAT WASHER AT THE SCREW HEAD.
(4)ROOFING NAILS ARE ONLY APPUCABLE WITH STANDARD PERFORMANCE WINDOWS (N/A
WITH HIGH PERFORMANCE WINDOWS)
ALLOWABLE DESIGN PRESSURE
9
THESE 2—
= ANCHORS
= ARE NOT
REQ'D WHEN
WINDOW
FRAME -
HEIGHT IS
x 62" OR LESS
(TYP. EACH D
SIDE)
C
1. THEY MAY NOT BE USED FOR THE ASSEMBLY
INSTALLATION OF ANY OTHER PRODUCT NOR MAY
USED FOR RATIONAL ANO/OR LOCAL APPROVAL
.RODUCT NOT PRODUCED BY THE MANUFACWRER
48" MAX. FRAME WIDTH --� r4" MAX.
FRAME SCREWS g2 EQUALLY
7 WHERE SHOWN. 5 v SPACED
SEE 'FRAME OPPOSITE
ANCHOR _+
REQUIREMENTS EQUALLY
TABLE" ON THIS SPACED
SHEEF FOR
REQUIREMENTS.
//11[-4
9" MAX.
9" MAX.
EQUALLY
SPACED
EQUALLY
/ SPACED
NO ANCHORS REQ'D--" EXTERIOR ELEVATION: C4"
AT HEAD & SILL SINGLE WINDOW
(FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = f-O"
PRESSURE
MAX. MAX. FIXED SASH ACTIVE SASH (pOSTTVE
FRAME FRAME STILE MEERNG RAIL MEETING RAIL
WDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT NEGATIVE)
(IN.) (IN.) (PSF)
W 36 59.5 NO NO YES 35
s) 36 72 YES NO YES 35
;T) 42 72 YES YES YES 50
:T) 48 59.5 NO YESI YES 35
:T) 48 72 YES YES YES 35
;U 48 84 YES YES I YES 35
f0 WNDOW HAS A MAXIMUM 35" TALL BOTTOM VENT.
LT) WINDOW HAS EQUAL TOP & BOTTOM VENTS.
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITION
ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE.
HIGH PERFORMANCE
WINDOW
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OF 4
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FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL
48" MAX. INDIVIDUAL
WINDOW WIDTH
WINDOW WIDTH
2' TO 3'
-SEE SINGLE WINDOW
ELEVATION FOR FIN
ANCHOR
I
REQUIREMENTS &
I
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
POSITIONS AROUND
TO DIMENSIONS SHOWN
WINDOWS
I
BUT OVERALL UNIT
FRAME WIDTH SHALL
fi
CONTROL
X
1
EXTERIOR ELEVATION:
MULTIPLE WINDOWS
(FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'—O"
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS)
OVERALL
ALLOWABLE
WINDOW SIZE
PRESSURE
MULLION
STILE
FIXED SASH
ACTIVE SASH
(POSITIVE
MAX.
MAX.
REINFORCEMENT
REINFORCEMENT
MEETING RAIL
MEETING RAIL
&
FRAME
FRAME
TYPE
REINFORCEMENT
REINFORCEMENTNEGATIVE)
WIDTH
HEIGHT
(PSF)
(IN.)
(IN.)
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH � WINDOW WIDTH WINDOW WIDTH
—2' TO 3' .4"I. _ L�1 4"
4 L4' 4"L4"L
CLUSTER FIN
MIDDLE ANCHOR NOT
ANCHORS AT MULLION
REQUIRED AT EACH
ENDS SUCH THAT
WINDOW WHEN WINDOW IS
THERE ARE A TOTAL
30" OR LESS WIDE.
OF 4 POSITIONED AS
SHOWN. SEE FRAME
ANCHOR
SEE SINGLE WINDOW
REQUIREMENTS
ELEVATION FOR ANCHOR
TABLE" ON SHEET 1
w
REQUIREMENTS &
FOR REQUIREMENTS
w
WIINDOWSS AT SIDES OF
a
X
a
�
N
n
X
I
1
I
noN
jINSTA
FRAME SCREWS
WHERE SHOWN AT
I HEAD. SEE "FRAME
ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
I
j
X
I
I
j
4. 4.F ?7f
INSTALLATION CLIPS WHERE SHOWN. SEE EXTERIOR ELEVATION: MIDDLE ANCHOR NOT
"FRAME ANCHOR REQUIREMENTS TABLE" ON MULTIPLE WINDOWS REQUIRED AT EACH
SHEET 1 FOR REQUIREMENTS. WINDOW WHEN WINDOW
NOTE: CUPS MAY BE USED AT HEAD ALSO (FRAME SCREW INSTALLED SERIES 20) IS 30" OR LESS WIDE.
IN LIEU OF FRAME SCREWS SCALE: 3/4" = 1'-0"
-PRESSURE SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
W N
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F
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THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL BE THE LESSER
OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT = v . •• •,'�, �,
SHOWN IN THIS TABLE. - � •LO
.4/ co
zi 4
_ HIGH PERFORMANCE j 'T
WINDOW NOTE: z
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.2. ®��6�6'" • • •®t{� t�qv s
3. IF MORE PLE WINDOW
THAN 3 WINDOWS OARELTO BE WINDOW
MULL DO INPONES
OPENING,P�wINc N .
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE 15 F
COMPARABLE TRIPLE UNIT. SHEET NO.
2 OF 4
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
X
j
EXTERIOR ELEVATION:
MULTIPLE OPERABLE/FIXED WINDOWS
(FIN INSTALLED SERIES 10)
SCALE: 3/4" = V-O"
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
4" 4" 4" 4" 4" SIMILAR 4" 4" 4" 4" 4"
A2
6
FRAME SCREWS
WHERE SHOWN AT
HEAD MULLION END.
MIDDLE ANCHOR NOT SEE "FRAME ANCHOR
SEE SINGLE WINDOW REQUIRED AT EACH I REQUIREMENTS
TABLE" USHEET 1
ELEVATION FOR WINDOW WHEN WINDOW IS FOR REQUIREMENTS,
ANCHOR
30" OR LESS WIDE.
= REQUIREMENTS &
w POSITIONS AT SIDES I
w OF WINDOWS j
0
Xa
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTRi I
INSTALLATION CLIPS WHERE SHOWN. SEE —
"FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO
IN LIEU OF FRAME SCREWS
ALLOWABLE DESIGN PRESSURE
(XOX WINDOWS)
+/-30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY. THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
I�
4' �4„ 4 4" 4" 4• 4•
EXTERIOR ELEVATION; —
MULTIPLE OPERABLE/FIXED WINDOWS
(FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = 1'-0"
NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED
TO A MAXIMUM OVERALL FRAME WIDTH OF 96".
MIDDLE ANCHOR NOT
REQUIRED AT EACH
WINDOW WHEN WINDOW
IS 30" OR LESS WIDE.
O
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3
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2
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to
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0
0
En
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CD
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3 OF 4
3rw
SUBSTRATE BY OTHERS PER FRAME ANCHOR PER
FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER
"FRAME ANCHOR ELEVATION
REQUIREMENTS TABLE" "FRAME ANCHOR
SEALANT BY REQUIREMENTS TABLE"
OTHERS BEHIND
NAIL FIN
1/4- MAX.
SPACE
:.. 1/4" MAX. SHIM
SEALANT BY AT EACH ANCH01
OTHERS n
SEALANT BY j�JI
OTHERS
SERIES 70 a
WINDOW
FRAME SERIES 20
WINDOW
= EXTERIOR FRAME _
w w
EXTERIOR � w
SERIES 10 <
WINDOW SERIES 20
FRAME WINDOW
SEALANT BY FRAME 1 PER ELATII
OTHERS PER LEVI
SEALANT BY
OTHERS
,..,_.......... 1/4" MAX. SHIM 77.I
ownww er: cwrcrt'n er:
W.0.0 w.tlS
1/4" MAX. SPACE FRAME WIDTH — ewr ohm.
SUBSTRATE BY
OTHERS PER
"FRAME ANCHOR
REQUIREMENTS
TABLE" SERIES 10
WINDOW
FIN ANCHOR PER FRAME F
ELEVATION o
SEALANT BY
OTHERS BEHIND O
NAIL FIN
- EXTERIOR w �
2:5
rn
SEALANT BY
OTHERS 0 Z a
d
SECTION et 3 M
SCALE: 1/2 FULL 5 00 o N
n
1/4° MAX. SHIM FRAME WIDTHAT EACH 3 a o
SUBSTRATE BY--\ I I r 0 0
� wCT
FIN ANCHOR PER ELEVATION) "--SUBSTRATE BY OTHERS PER :..: RILL
"FRAME ANCHOR
SECTION Al INSTALLATION CLIP SCREW J
SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP) j z o
"FRAME ANCHOR 0 re 10 m
CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK REQUIREMENTS TABLE" FRAME ANCHOR O " z�^.
TO BE MIN. 3 7/2" DEEP (NOT REQUIRED WHEN SHIM SPACE SECTION A2
IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). 5 w � PER ELEVATIONd Z� i
SCALE: 1/2 FULL r_'
EXTERIOR w z
`SUBSTRATE BY OTHERS SEALANT BYSyO
PER "FRAME ANCHOR OTHERS z36
REQUIREMENTS TABLE" N30 a
SEALANT BY 1.325 0293 w
0
J�A
OTHERS � 3„ SECTION
a FRAME SCREW PER ELEVATIONS O.060J -T SCALE: 1/2 FULL 5 '�✓•°• 17
•• i .�
& FRAME ANCHOR . m
REQUIREMENTS TABLE" Cl:
EXTERIOR w
i
OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL @ INSTALLATION CLIP
s��d' ••` �•�i •,�.
TO SUBSTRATE WITH S(VINYL)PACER m�,�6byj "� •°••4�` e•` 3
(HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME)
(SILL DOES NOT APPLY)
(FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & B2/4)
4 OF 4
v--
Revision ❑
Response to Comment
Permit # 1 ; �
Project Address: `4 tE)
Contact:2�%���1?
Ph:
Email:
Trades encompassed in revision:
LIK.Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Department
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
Building
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
�VN 1 Email: building@sanfordfl.gov
Submittal Date 6 ' l ! �d
Fax:
General description of revision:
ROUTING INFORMATION
Approvals
Y OF
SJ�NFORD
FIRE DEPARTMENT
Building & Fire Prevention Div
PLAN REVIEW COMMENTS
Application Number: 18-2293 Date: 05/23/2018
Project Description: Windows Contact Name: None Provided
Job Address: 410 E 2511 Place Contact Email: None Provided
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Two (2) copies of Florida Product Approval and corresponding installation instructions are required to be provided for the
windows.
FBC 107
2. Two (2) copies of an exterior wall floor plan showing the location and size of the windows is required to be provided. Floor plan
can be hand drawn.
FBC 107
**No Review Conducted**
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
-1-
REQUIRED INSPECTION SEQUENCE`
Min
I�I1 �}x
lus ec do n Descri Lion
Footer / Setback'
Stemwall
Foundation / Form Board Survey
Slab !Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing- Walls-
Sheathing- - Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
t
FinalWindow-
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building (Other)
Address:
1�11Iln
max,
Ind ec tion Desci ll tionn
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min I max.
Mechanical Roug
Mechanical Final
min L Max I Inspection.
Gas Under
Gas Rough
Gas Final
REVISED: June 2014