HomeMy WebLinkAbout314 W Lake Mary Blvd- 18-2351 (A) ADDITION STORE FRONTCITY
y\, FURDI
FIRE DEPARTMENT
MA2d�$ Building & Fire Prevention Division
PERMIT APPLICATION
Application No: S 235 I
/VCSe ev'� 6C�Q '
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Documented Conswuction
Value: $ -2-1 O O o
Job Address: 3 M40, v_()' Historic District: Yes❑No❑
Parcel ID: / J - 2 O - o Sa 3 - 0000 - D O ofe) Residential❑ Commercial❑/❑
Type of Work: New[] Addition❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use[] Move ❑
Description of Work: 'rn,K-r4 Lc 4-`t17y.t/
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Plan Review Contact Person: �j, M � tg,y 5 / Title: d9A (C_I�eqg/'
Phone: 40 % - SSS- 1 X10 Fax: Email: Ji'/ohSa 12 LO A4e) 6,6"71Av%,1(197 -
Property Owner Information
Name 20c.S (c 'u J
/ LG L
Street: 32 o0 A/ A, 11�,t�z /% 7Rar /
City, State Zip: 13OC4 R4-7-d�%
Phone: S b /" iva J- z �_ ye
Resident of property?
Contractor Information
Name �G�r beudopme,-i- ;ewe-
Street:
ewCStreet: %%T04 12,),Vfle.__I� AIM, f (j
City, State Zip: A,6e e� i . F,�
Phone: 4Wa4�
Fax:
State License No..
Architect/Engineer Information
Name: l u11419,6;R/XI,4
Street:LM bcsT 4446,
City, St, Zip: Z,4 6 F /`(417 S/, / 3.17 f r
Phone:
Fax:
E-mail: �L�`ivgi�/l'ir,y //�Q/�,Qi •tel
c Ud/
Bonding Company: Mortgage Lender: _
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC R
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE O E
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIO1 to -0 N
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE f (' S F
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: 6"' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
I
EXISTING ELEVATION
SCALE: I I"-1'-0"
BEFORE STOREFONT INSTALLATION
PROPOSED ELEVATION
SCALE: 1 '4"=1'-0"
AFTER STOREFONT INSTALLATION
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SCALE: 1 -1" - V-0"
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PROPOSED ELEVATION
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Revisio_ City of Sanford
Response o Comments 11�U Building & Fire Prevention Division
L � 202 Ph: Ph: 407.688.5150 Fax: 407.688.5152
.Byi�j Email: building@sanfordfl.gov
Permit # /,�`�� 5J Submittal Date
Project Address:
Contact: 6,
Ph: 7 �)�-- Fax:
o
Email: a a/ i Alt PREM10
Trades encompassed in revision:
d Building
❑
Plumbing
❑
Electrical
❑
Mechanical
❑
Life Safety
❑
Waste Water
Ge��,,neeral description of revision:
,t"lls�c� ��� Z z sj i A)
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
EXISTING CMU W
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314 W. LAKE MARY BLVD
29'-4"
5'-2" 17'-0"
1 REMOVE EXISTING CN
WALL FOR NEW STORE
A-1 FRONT
.< .T =, ll __'_=X11=111T l 111:11
------------ ----- ------
ro
6'-2„
PROVIDE 16" H. x 19'-4" L.
PRECAST HEY= FOR NEW
OPENING
ADD TWO(2)CONCRETE
EXISTING FILLED CELL W/ Ik5 VERT.
COLUMN ON EACH SIDE OF NEW
;508 OPENING r
EDGE OF EX15TING WALKWAY
AS BUILT/ DEMOLITION FLOOR PLAN
SCALE: 3/16'=1'-0"
05 REBAR W/ 25"
MIN. LAP TYP.
EXISTING CMU WALL
.�4SiI?:sr-1
EXISTING WALL
EX15TING
COLUMN
_ "5 RI=BAR CONTINUOUS
(- - ' -1 - IN NEW 19'-4' LONG x 16" DEEP
- PRE-5TRE55ED PRECAST
HEADER
05 RE5AR DRILLED 4 SET
i— IIS IN HIGH STRENGTH EPDXY
I�III- INTO EX15TING FILLED
II CELLS W1 roll MIN. EMBED.
II- SPLIT FACIE OF NEW CMU
BLOCK v CELL TO ALLOW
FOR INSTALLATION OF "5 '
I- RE5AR.
I I�
INSTALL (I) FULL LENGTH 05
REBAR IN CELL, U1/ 25" MIN.
I I_ LAP e EACH END
III_
I I
I I
I I
I I
III- SPLIT FACE OF NEW CMU
I BLOCK fi) CELL TO ALLOW FOR
II INSTALLATION OF 05 REBAR.
II II
II- II
I� II EXISTING FOOTING.
1�
---- — �'S RE5AR DRILLED 4 SET IN HIGH
STRENGTH EPDXY INTO EXISTING FOOTING
(6' MIN. EMBED.
W1 25" MIN. LAP)
LINTEL REINFORCING DETAIL
SCALE: N.T.S.
NOTES:
1. AFTER 25' MIN. LAP VERIFICATION. COVER OPEN FACE
OF BLOCK AND POUR SOLID WITH 3000 P51 PEA
GRAVEL GROUT MIX.
2. ALL LAPPING RE5AR SHALL HAVE A MINIMUM LAP OF
25" TYPICAL,
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314 W. LAKE MARY BLVD
29'-4"
6'-2" 17'-0"
DESIGN WIND PRESSURE
+45/-47
NEW GLASS STOREFRONT --- j
BY GLAZING CONTRACTOR
CONTRACTOR SHALL SUBMIT
NOA OF NEW STOREFRONT
FOR APPROVAL PRIOR TO
INSTALATION
EX15TING
COLUMN
EDGE OF EXISTING WALKWAY
PROPOSED FLOOR PLAN
SCALE: 3/16'=1'-0"
o ri
WE
CLA55 HGT.
GRAVITY
LENGTH TiPE
8U8
8E'8 -OB
8F12 OB
8F16 -0B
8F20 -OB
K24 -OB
II—O"
8F32 -OB
8F8 -1B
8F12 -1B
-01L
DOOR NGT.
\\O
8F24 -1B
O
\\ 0
191-411 PRESTRESSEDNR
N.R.
/
NR
O
NR
NR
NR
NR
(PANIC HARDWARE) SHALL BE
0--oM
750
\
/
1720
2030
�)• FIN. FLOOR
GLASS STOREFRONT
SCALE: 1/4" = 1'-0"
O = TEMPERED GLA55
( = CLEAR nLA55
SAFE LOAD TABLES
FOR GRAVITY LOADS
8" PRECAST & PRESTRESSED U -LINTELS
6'-2"
4^=_404"
GRAVITY
LENGTH TiPE
8U8
8E'8 -OB
8F12 OB
8F16 -0B
8F20 -OB
K24 -OB
8F28 -0B
8F32 -OB
8F8 -1B
8F12 -1B
8F16 -1B
8F20 -1B
8F24 -1B
8F28 -1B
8F32 -1B
191-411 PRESTRESSEDNR
N.R.
MUTES
NR
R
1240
NR
NR
NR
NR
(PANIC HARDWARE) SHALL BE
400
750
1090
1400
1720
2030
211-411 PRESTRESSEDNR
N . R.
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22' -0" PRESTRESSEDNR
N.R.
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
-0" PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR24'
130
240
470
720
1030
1350
1610
EX15TING
COLUMN
BUILDING DATA
WIND SPEED 139 MPH
WIND IMPORTANCE FACTOR -- (Iw) = 1.0
WIND EXPOSURE -- "B" (2017 FBC)
CATEGORY OF RICK = 2
INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED BLDG)
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORST CASE (15 SF - END ZONE)
END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
139 MPH + 45 'PSF / - 47 PSF
GENERAL NOTES
1. PROVIDE AND INSTALL FINISH HARDWARE AS INDICATED ON
SCHEDULE. SUBMIT MANUFACTURERS' TECHNICAL PRODUCT DATA
FOR EACH ITEM OF HARDWARE. SUBSTITUTIONS SHALL NOT BE
ALLOWED.
2. TYPICAL HARDWARE FINISH SHALL BE MANUFACTURER'S
STANDARD BRUSHED STAINLESS STEEL OR AS PER ITEM.
3. KEYING: A. PROVIDE CYLINDERS AND KEYING FOR ALL LOCKS
AS DIRECTED BY THE OWNER B. PROVIDE THREE (3) KEY BLANKS
FOR EACH LOCKSET; FIVE (5) MASTER KEY BLANKS FOR MASTER
SYSTEM 0. KEYS SHALL BE MADE OF NICKEL -SILVER.
4. CALCULATIONS OF WIND PRESSURE OPENINGS PER THE
FLORIDA BUILDING CODE 2014 5TH EDITION, DESIGN LOADS BASIC
WIND SPEED OF 140 MPH.
5. PROVIDE AN ADA COMPLIANT ALUMINUM THRESHOLD SET IN
MASTIC AT ALL EXTERIOR DOORS. TOTAL HEIGHT FROM FINISHED
FLOOR AND FINISHED WALK TO HIGHEST POINT ON THRESHOLD
MUST MEET THE FOLLOWING REQUIREMENT:
CHANGES IN LEVEL UP TO % INCHES MAY BE VERTICAL AND
WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/ INCH
AND '/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER
THAN 1:2. CHANGES IN LEVEL GREATER THAN % INCH SHALL BE
ACCOMPLISHED BY MEANS OF A COMPLIANT RAMP.
6. SEE A-6 FOR COMPLIANCE TO ADA REQUIREMENTS. ALL DOOR
AND HARDWARE SHALL COMPLY WITH FBC 107.2.1
DOOR SCHEDULE
NUMBER DOOR - - FRAME FIRE HRDWR
000 YPE WIDTH HEIGHT TYPE RATING GROUP
100 SFAA (2) HM03 - 1
SFAA STORE FRONT ANODIZED ALUMINUM
SFSP STORE FRONT SYSTEM PACKAGE
DOOR HARDWARE
PROVIDE THE FOLLOWING ITEMS, AS INDICATED FOR
EACH HARDWARE GROUP:
A. OFFICE LOCKSET PDQ INDUSTRIES GP -148
HARDWARE SET 1 - STORE FRONT ENTRY DOOR:
4 EA. HINGES
KAWNEER
WITH GUARDED DEADBOLT
B.
STORAGE LOCKSET
PDQ INDUSTRIES
GP -1 15
C.
BB BUTTS
STANLEY 179, 4
1/2 x 4 1/2,
C09 (SINGLE ACTING)
1 EA DOOR PUSH
FINISH 26D
CP2 (SINGLE ACTING)
D.
WALL STOPS
DON -JO 26D
1 EA CYLINDER
E.
MUTES
DON -JO 1608
FROM INSIDE DURING
F.
LATCH
GLYNN-JOHNSON
GJW30 ROLLER LATCH,
(PANIC HARDWARE) SHALL BE
INSTALLED.
HEAD -MOUNTED,
FINISH 26D
H.
CLOSER.
DORMA -8616 COV
689
HARDWARE SET 1 - STORE FRONT ENTRY DOOR:
4 EA. HINGES
KAWNEER
4-1/2"x4"
BALL BEARING
BUTT HINGE
1 EA, DOOR CLOSER
KAWNEER,
NORTON 1505
1 EA DOOR PULLS
KAWNEER,
C09 (SINGLE ACTING)
1 EA DOOR PUSH
KAWNEER,
CP2 (SINGLE ACTING)
1 EA THRESHOLD
KAWNEER,
4"x .1/2", MILL FINISH
1 EA CYLINDER
1-1/4" MORTISE x REMOVABLE CORE
NOTE: DOOR STAYS OPENABLE
FROM INSIDE DURING
BUSINESS HOURS.
THUMB
-TURN OPEN FROM
INSIDE, EXIT DEVICES
(PANIC HARDWARE) SHALL BE
INSTALLED.
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PROJECT
DRAWING NUINIBER
A-1
DATE
3-08-18