HomeMy WebLinkAbout2538 El Portal Ave; 17-1992; INTERIOR RENOVATIONSIV CITY OF SANFORC
f UN 2 9 2017 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
B
Application No: q 9
Documented Construction Value: $
Job Address: 253b D '0A\ -u-(-- Historic District: Yes No
Parcel ID: Qr- 20-30- SOLi • 2_50D_ OOq 0 Residential," Commercial
Type of Work: New Addition Alteration epair Demo Change of Use Move
Z ' Description of Wor Yj "CLO y
Plan Review Contact Person: Title: tf
Phone: 301—?,79 ` 0'6ax: Email:_ ( GL. e_
n
Property Owner Information
Name bs 1 1r.te ic t rbyC^C Phone: 321-30 3- 3-1, 0
Street: 3-1-0% CQgke- UN- Resident of property?
City, State Zip: OS.SI S7 L 3 L -IWO
Contractor Information
Name 5 %ZG _ Phone:
Street:- js 0 Fax: P %
City, State Zip: iF a75 %& 1 State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
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. 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
i
GO,
Revised: June 30, 2015 Pemiit 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 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 construction a zoning.
7ne
o w Date _
eA e
DYW Owner/ nt's Name
Si a re of Flor a Date
LESLEY CHAPMAR
Nofuy PUNIC - Swe of F
COMMISSIN i FF 2KI
My Comm. Eu2ires Jan 23
Ily Known to Me or
ID "Dr -UP CS
Signature o Contractor/Agent Date
Aofe
Print Coctor/A-fCrtt's Name
T LESLEY CHAPMAN
Notify PUNIC - Skis of Owl"
t Commission # FF 204353
tr• 1 My Comm. Expires Jun 23, 2019
try' PnntlRd ttg * Neal NCtary Assn.
UCen tractor/Agen [own to Me or
Produced ID Type of iD _D t `I\Ap c, L'I CQ f15e
BELOW IS FOR OFFICE, USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5F G• , *, 0
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
Bp# - 99 Z
Min Max ection ][Deseri Lion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab /]Mono Slab Prepour, .
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address:
E-LECTRICA- ,PEP QT
Min Max Ins eetion 1IDescr! tion
Electric Underground
Footer / Slab Steel Bond
Electric Dough
T.U.G.
Pre -Power Final
Electric Final
7[y r•rs+p4p ga sH <eF,c8:3'3!fa+'L!y
7A ,»+.+ q ^.ti Zr^z' ' ocwz 'F':;4.r-"u ., .tr 4++F"`d4f..+FK.;'w3=a'r r '^
3.,#r^#r•";.a r,a'`.;tir4.'."''a`f;-s t vi a,. a.a„`s`,''k.v,;+°h'',d*.i,'^':..:.'...'.
Min Mays EIffis eetlloffi Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
E EIIL'VllY Vi 1L.Il,.YWI'Y,Lr..,,'
Min Max Inspection Deseri triton
Mechanical Rough
Mechanical Final
Min Max 1<nns eetionIl ri tltonn
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
RECORD COPY
Al Services&Design LLC Estimate
1720 Acme St Estimate No: 65
Orlando, FI„ Date: 6/29/2017
32805 Terms: NET 30
321-228-4864
For: G&P Investor Group Inc
Description Quantity Rate Amount
Installation of new exterior door 1 300.00 300.00
Installation of stucco to exterior of home.Prime and paint of esterior 1 3,500.00 3,500.00
Drywall repair and paint of interior. 1 1,000.00 1,000.00
Laminate flooring for interior of home. 1 1,200.00 1,200.00
Kitchen cabinets replaced. 1 1,800.00 1,800.00
Subtotal 7,800.00
TAX 0% 0.00
Total 7,800.00
Total 7,800.00
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
k
DATE
FORD SION A
PERMI f ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITY
VIOLATE, CANCEL ALTER OR SET ASIDE
ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
NOR SHALL ISSUANCE OF A PERIA I PREVENT THE
BUILDING OFFICIAL FROM THEREAFTER REQUIRINGF
ERRORS IN PLANS, TICONSTRUCTIONOR
VIOLATIONS OF THIS CODE 1/2
G 17-
1992
JELElr'WEN®
FIN
1 TI1I- PRODUCT SHOWN HEREIN IS D NI TO C DO PLY WITH
THE CURRENT FLORIDA BUILDING C G (F BA ED'ON THE
SIGNED AND SEALED DATE. INCLUDIN(9M-VF '.ND HA§BEEN
EVALUATED1 RJ ACCORDANCE WITH T 2-94 AND°{Olvl
E33-00 AND ASTM E330-02, r
2. 2X AND IX WOOD BUCKS BY OTI-IERS. M' B `kXNC1 OREU
PROPERLY 10 TRANSFER LOADS; TO 11- "&I:WUR .j
3, PRODUCT ANCHORS SHALL BE AS USTE D OACF
AS SI-TOWN ON DETAILS. ANCHOR [MBE T DAS :f
MATERIAL_ SHALL_ BE BEYOND WAI_( DRE ySTLI ,CO':.
4. DESIGNED PRESSURE RATING SEE TABLE AG
7
5. FLORIDA APPROVED IMPACT RESISTANCE SiTF1ARE`
REQUIRED FOR DOORS AND SIDELHES.
6. FULL LITE APPROVAL. COVERS USE 01: FRA •ILAZING.
INCLUDING OVALS, SUNBURST AND ROUND-T.;pR O
INCLUDED ARE INTERNAL AND EXIERNAI_G121 INIA
BETWEEN GLASS. EXTERNAL WROUGHT IRIONvi DECO.
7. SCALE BASED ON 1 IX17 SHEET SIZE.
8. AI_I IX & 2X 10 BE 0.55 SPECIFIC GRAVITY OR
GREATER
DOOR LEAF CONSTRUCTION:
FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND
SUBSTRATE WITH LMC ADHESIVE.
CORE DESIGN: THE CORE CONSIS-1 S OF 1-1.25 POUND DENSITY
EXPANED POLYSTYRENE(EPS).
PANEL CONSTRUCTION: EACH DOOR PANEL. IS CONSTRUCTED
FROM TWO SHEETS OF 25-GAUGE (.018" MINIMUM) GALVANIZED
STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.688" X 1.0"
VI. (LAMINATED VENEER LUMBER) STILES AND TOP RAIL THE
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL- SKIN IS
38.400psLTHE 1.688'X1.203"130TTOM RAIL CONSISTS OF
ROLLED -FORMED GALVANIZED 25-GAIJGL (.018" MINIMUM) S TEEL.
THE WOOD LOCK BLOCK IS 1.688" X 3 118' X 12
FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD AIRE
CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A
NON-ADJUSTABLE COMPOSITE MATF_RIAL WITH ALUMINUM
CLADDING. CORNERS ARE COPED. BUTTED. & SEALED USING
SILICONE. THE HEAD AND SIDE JAMDS ARE FASTENED USING
FOUR 16 GA, 7/16' X 2" STAPLES PER CORNER THE SILL AND SIDE
JAMBS ARE FASTENED USING THREE 16 GA. 7/16" X 2" STAPI-ES
PER CORNER. THE VERTICAL SOLID MULLION IS FASTS-NED
THROUGH THE HEAD & SILL USING THREE 118X2-1/2-SCREWS PER
END, A 3/8' HOLE IS DRILLED AT 1-1 IF CENTER OF THE FRAME HEAD
AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED
USING TWO 06 X 1 1/2" SCREWS TO RFCEIVr. THE TOP AND
BOTTOM ASTRAGAL BOLT. F-ACI-I FIXED PANEL. IS SECURED IN70 THE
FRAME USING FOUR 16 GA, //1 B" X 2" I.ONG STAPLES PER STILE-
FASTENED THROUGH THE JAMBS ALL MULLION JOINERY & THE
FIXED PANELS! FRAME JOINERY ARE SEALED AT THE EXTERIOR
USING 1199 SILICONE MATERIAL
PROTECTION I
ALL LATC I/LOCK AND HINGE HARDWARF 70
BE OF CORROSION RE SIS7ANT MATERIAL OR
CORROSION RESISTANT COATED. 37
u4- MAX. 2.
ANCHORING COMPONENTS MUST MEET THE FRAME WIDTH CORROSION
RESISTANT STANDARDS AS DENT
IFIED IN IhIF FUC I'
ANFI. WIDTFI I
y NOTES:
L I -
ALL VIEWS FROM EXTERIOR. MAX
DLO --
2 -
MULL POSTS & DOUBLE BACK T WIDTH JAMBS
ARE INTERCHANGEABLE. SEE
OPTIONAL CROSS SECTIONS) 3 -
SURFACE BOLT NOT REQUIRED FOR APPLICATIONS
REQUIRING DPA5 OR O LESS.
4 -
MASONRY AND CONCRETE INSTAL- NOTE_ q LATION
DETAILS, w vim 5 - POSITION AND NUMBER OF C ANCHORS
IN HINGE JAMB. LATCH 'o NOTE 2 JAMB
OR SIDELITE JAMB WILL BE " NOTE
THE
SAME REGARDLESS OF ROUGI I ;r OPENING
TYPE. FOR HORIZONTAL CROSS
SECTION IN 1X BUCK OPTION IN
MASONRY/CONCRETE, SEE FIXED SHEET
8 FOR DETAILS. 6 -
FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/
CONCRETE, SEE SFIEET 6 FOR OTE 4 DETAILS.
MULL_
POST 1
9Goz
148
ill".VIA;( OVERALL FRAME WI17f11 14'
MAX. J7
114' MAX UOI1131-
F FRAME WIDTf-f FRAME
WIDTFI JS
3/4' MAX 121M-
MAX PANEL WIDTH - - DOUBLE
PANEL WIDTI-I SEE
DETAIL A SHEF
i
f,
olLs
OTE 6 21
1/8" 2, o -^
III
III vNOTE INACTIVE
ASTRAGAL_
SURFACE
BOLT — SEE
NOTE 3 ACTIVE
I
OTF 4 SEE
DETAIL B SI-
IF ET 6 DESIGN
PRESSURE RATING J
LL / WkER
INFII-TRATION 1NT
IS NEEDED WI-
If_RE OVERHANG IS
NOT USED WHERE
WATER INFI l%
REQUIREMENT IS NO WITH
SURTS
SURFACEBOLTS WIIHOUT
SURFACEBOLTS
WITHOUT
SURFACE
BOLTS SU POSITIVE
45 55 30 POSITIVE 45 NEGAFIVF
45 -55 45 NEGATIVE -45 TABLE
1 IRA'
I 1 0 N NEEDED
WITH ------
FACE
BOL TS r55
MAX.
D1.
0, C7 WIDTH
n w Zw
Q
w
NOTE'
l O FIXED
JAMB
MULL POST QVAD
UNIT QXX _ SCALE1/
2'=1'-0' OUTSWI NG
NON -IMPACT ) t3 NOTE:
UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERFiANG(01-f) RATIO - 0I-
1 LENGTH/CH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 Ir O
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Digitally
signed
by Hennes F. NorerfA m
J`
1IrI
r11f /Iteasory Iamapproving this docum e. 2015.
01,07 14:55:55 0500'o V
m Q a/12/
Da ERMES F
NOREROAS NOTED FLORIDA P.
E. NO. 7377erWpD CY 398
E.
ANIA BEACH BLDS. FREY 117, SUITE338000'DANIA
BEACH. FL 330(CCM S'` :
FBPE CERT. OF AUTH. NO. W 122008
v,*^u - __--_-_
74" MAX OVERALL FRAME WIDTH ----
12 1/4- MAX PANEL WIDTH --------.
35 3/4' PANEL WIDTH
SEE DETAIL A
SHEET 6
36 3/8' WI Thi
ASTRAGAL
b 14`OTE6
7I
I_ 21 1/0' 211/8'
I MA AX.
T DTH WIDi'1 1
w
0
O
NO -4
O
INACTIVE ACTIVE
NOTE 4
ASTRAGAL-
SEE DETAIL B
SURFACE BOL T - SHEET 6
SEE NOTE 3
DIJAL_ UN1I (2X-----
SCALE: 1/2" =1'—O"
0
cvr` rn
m o
ciCiCTJ
z 0
w LLZ Noo
LU = coaY
r, Ln
74 3/4' MAX, OVERALL FRAME WID rFf ---- -- SEE DETAIL A 37 112" MAX Q
35 3/4" MAX 35 314' MAX SHEET 6 FRAME WIDTH W -J =
PANT. WIDTHPANEL WIDTH SEE DETAIL A -- 35 3/4"MAX
Y d
SHEET 6 PANEL WIDTH
OTE 6 OTE '
I OT 6E-
rr
21 1/B' 21 1/8"
SO
ui
MAX. MAy
D.L.O. O. 0
WIDII-I DTH
21 1/8
n0. --_
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0ON
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Ww G rjr
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0-
17
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2NOTES-
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0
m
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FIXED ACTIVE m
I ACTIVE
NOTE 4 - OTF ----------- _ -. .... _
SURFACE DOLT- -- SEE DEl"AIL B SURFACE= 130E 1 - _
NOTE 4
u m
SEE NOTE 3 SHEET 6 SEE NOTE 3 la - QQz
0SEEDETAILB-- U p
DUAL LIN(L_LQ_XLQ_(LQ) SHEET G . - -- p p w N>
SCALE 1 /2" =1'-O" SCALE: 1 /2" = 1' 0' SCALE: 2" r_ a Q W
v
o
NOTES:
1 - ALI. VIEWS FROM EXTERIOR.
2 - MULL POSTS & DOUBLE BACK JAMBS ARE. INTERCHANGEABLE. a
SEE OPTIONAL CROSS SECTIONS
u m c Oz
3 SURFACE BOL f NOT REQUIRED FOR APPLICATIONS REQUIRING .`, `- I- ryC)
DP-45 OR LESS,
B/1_2/08a -MASONRY AND CONCRETE INS TALLAIION UL TAILS.
sc..c. AS NOTED5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, z:. Noy,7/3770"_
J
LATCH JAMB OR SIDELITE JAMB WILL LIC THE SAME HERMES F. NORERO
xv WOO
REGARDLESS OF ROUGH OPENING TYPE, FOR HORIZONTAL o 7 - S j,C,( Of-- ;' Q_ FLORIDA P.E. NO. 73770
S. FREYCROSSSECNONIN1XBUCKOPTIONINMASONRY/CONCRETE, ' I rti 390 F. DANIA BEACH BLVD.
SEE SHEET B FOR DETAILS. SUITE 330 vnMc un
6- FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN
CRMASONRY/CONETE, SEE SHEET 6 Ft)R IiEI AILS. r,
1 /C)NAt
rrrllttt`
DANIA REACH, FL 33004
F9PE CERT. OF AUTH. NO. 29576--._.._.
1W 122008
3 1n
105'MAX. OVFRALL WIDTH _.._..____.___—..___-_ I S I/2' MAX.
SEE DC-TAII. A _- --- FRAME WIDTH
Je ve bHEE7DIET
4j14- MAx314 ____
W/ ASTRnGn1 _.-_
PANELWIDTHDL. O. p IP I10TE6 NOTE 6
NOTE
21 1/){' 1
DIl-
2 MAX. tj l..0 MN2• D.L.O.
tT u
11 1Ol
w
O Nto,
wN0 O
n 4 NOTE
12
NOTE
LID INACTIVE t
ACTIVENOTE4SURFACEBOLT
TE 4 ASTRAGAL SEE NOl'E 3 QUAD UNIT (OXXQ)
SEE DETAIL B SCALE: 1 /2" - l'-O'
SHEET 6
5 3/4-
MAX. CA. 0.
SEE DETAIL A
SHEET 6 —_
0
O
NOTE 4 .
K(
NOTE 3
0
NOTES
SEE DETAIL B
SHEET6
NOTE 4
NOTE 4 --
SURFACE BOLT
I SEE NOTE 3 SCALE 1/:'
ACTIVE
2- MAX,
E WIDTH
MAX.
WIDTH
1S 1/2' MAX.
FRAME WIDT1
14- MAX.
PANEL WIDTF
5 314-
MAX
NO R
0
T
NOTE 4
n /
L
N01'F 5
15 112' MAX.
FRAME WIDE
14' MAX. PANEL WIDT.
NOT
5 314' MAX. O. 1_(
SEE DETAIL A
SHEET 8
0
xqn
Z
0
NOTE
14 MAX. FRAME WIDTH — ----
36 318 WI TF1 35 314 MAX
I-- ASTRAGAL. --- PANEI. WIDTH
NOTE SEE DETAIL A -\
SHI_Ef 6
O I F 6
Ij
21 110 1 118-
MAX. (T. _ O. MAO.L.O. 2
S
O
O
NOTE
4 a O
NOTE
5 m
INACTIVE
ACTIVE FIXDR\
cl IOCnI`C r>I T CCC r.11lTf SEE_
DETAII. B'--IC SHEET
6 QIJt1L
SlNI]__(! S.l _QL3 _(2i4) SCALE
1/2" 0 17
1/2" MAX FRAME
WIDTH DETAIL
A - 15:V4' MAX SHEET
6 PANEL WIDiFI D
IJCITE 6 19
5111' MAX
U D.
LO f
ci
W
ID'Hi L
Cl
LO
IT E 4 O
NOTE
4 e
v 7
v J V NOTEASTRAGALSEE
DETAIL B SEE DETAII. B SHEET6
SHEET 53"
MAX. OVERALL WIDTH -- 37
1/2' MAX. CBL_
SCALE:
1 2- = I'-O_ FRAME
WID rid — 35
114- MAX. - I
PANEL
WIDTIi D (
VAIf1TF f. E5
W
w mow
1
ACTIVE a O Z v1 SURFACE
BOLT f- Q SEE
NOTE 3 w g p w X1
L' ° w
SILIGLE
VENT UNIT SCALE.
1 /2" = 1'-0" Zx w wLLaa
O
D NOTES.
w In 7`1
v».. 1 ALL
VIEWS FROM EXTERIOR. w m MA% D
L 0 2 ' MULL POSTS & DOUBLE BACK JAMBS ARE IN FERCHANGEABLE. z¢ 1¢- y1 SEE OPTIONAL
CROSS SECTIONS) j o 2 o z j 3 -
SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING D w
DP.45 OR LESS. O Oa 11 a 2:> NOTE 4 =
w 4 - MASONRY AND CONCRETE INSTALLAI ION DETAILS. a U K v w
5 - POSITION AND NUMBER OF ANCHORS IN HINGF JAMB, O LATCH
JAMB OR SIDELIT'E JAMB WILL BE THE SAME a REGARDLESS
OF ROUGH OPENING TYPE. FOR HORIZONTAL 0 a
F
O CROSSSECTION
IN 1X BUCK OPTION IN MASONRY/CONCRETE, o F 1trrTT
FF77TAILS, SEE SHEET86FOR
VERT CtiYlLGHfIIRLXjI 1X BUCK OPTION IN c3 m'
C Oz MASON(iliCoFEE&I HEET 6 FOR DE MILS. O E
56/72/08 NO;-/J3% /
F;t' * HERMES F. NORERO sc\u'.;
TED AS NOACTIVE1%
Vl:.ur -- - WBD D`-S -
STATE O11 CC FLORIDA PENONO.
73778 398 E. DANIA BEACH
BLVD. SUITE 338 u\K
Iry S.
FRFY IN1Avnrq Hr, --- SURFACE BOLI
U` DANIA
BEACH, FL
33004 14 -c 71 INAa- FRPE
CERT. OF AUTN NO. 29570 JWt2200» E 1 SEE
NO
fI 3 II1 n1\`\` u« t 1 4 14
MIN. l' MIN I- MIN IIlItem-
I"
MIN -DESCRIPTION
Meledal MIN.
MIN - I _ HINGE JAMB (1 1/4-x4-518'FINGERJOINTED PINFL . ..... PINE 5
2(28) 2_ HEAD JAMB IT 1/4'x4-5/8' FINGERJOINTED PINE) __j1INE c68 :2 5 — 3 LATCH JAMB /8' F INGE RJOINT ED PINE) C)
PINE .... ....... .
OTT-
I OTE I OTE 1 4 SIDELITE JAMB (1-1/4'41!?8"FINGERJOINTEO Pj±LEL zzSHEE16SHFeT6SHEET6PINE
o
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112- MIN EMBEDMENT STEEL CC T
29 1: 29) 6 4' x 4' BUTT HINGE 12GA, 0L89" N o 03 118x
3/4' PHILLIPS FLATHEAD - WOOD - SCREW STEEL j 2)
A. 4il 1 1/2- PHILLI STEEL C) cc - , PS FLATHEADWOODSCREWIt9
3116"
ITW BUILDEX TAPCON WITH 1 114' MIN, EMBEDMENT _STEEL z 0 co j T
10
COMPRESSION WEATHERSTRIP LoxSeil 650 VINYL w UL 47 9 ;
co 11 AFCO
A-297 OUTSVVING BUMPER SILL 6063-T5 AIjC 'I LLJ co SEE DETAIL
A SEE DETAIL A L SHEET 11
0 36
17
DOUBLE BACK JAMB LAMINAIEL) VENEER LUMBER(LVLL< To SHEET
12 37 13
EXTRUDED
ASTRAGAL GLOBAL #79-WATA-OLH-RI7 6063-16 AL ALUMINUM 16 SEE
DETAIL 1) 14 #8 X 1- PHIEIPS PAN HEAD SHEE I METAL SCREW T 31 ASHEET
12 -- STEEL W
I, -j 31 15
ATA STRIKE PLATE - R4 (GLOBAL PRODUCTS) --STEEL c') y a- ROP RAIL (
LAMINATED VENEER LUMBER) 30 54616 ----- -- LVIL 30 17
BOTTOM
RAIL 25GA (0.018-) GALVANIZED STEEL STEEL 18 HINGE
SIDE STILE (LAMINATED VENEER LUMBER) LVIL 19 LATCH
SIDE STILE (LAMINATED LVL 21 21
20 LOCK BLOCK 1.688 X 3 1/8'x 12*LG PINE 1.00"
O.A zt 21 ODL LIP-LITE FRAME 0686-MWD NOA: U13-0219,03) POLY -PROP. INSULATED 1
00- O.A. 22 100' O.A. INSULATED TEMPERED GLASS TEMPERED GLASS—
INSULA LED 0 0
GLASS 3
16
Ga. 7116' CROWN_LONG 2' LONGSTAPLES0 TEMPERED
GLASS--L af
STEEL (
D Q ,
ujLd .24CORRUGATEDNAIL112" x 1 1/16' 25 GA STEEL 0 cq
O 025KWIKSETLOCKSERIES400STEEL0L 0Ld — --.------ 8 uj cc
m 26 KWIKSET DEADBOLT SERIES 980 STEEL W 27 (.
9
U) w X SEE
DETAIL #8 x 2 1/2"PHILUPS FLATHEAD WOOD SCREW STEEL SEE DETAILAzLA60 j 128-
I'VVOODBUCK GRD 2 SOUTHERN YELLOW PINE : 4 SHEET
7
SIT T7 moo[F 8 w 8a30
0
29
NON -COMPRESSION SHIM 1/4'MAX. THICKNESS WOOD 01,11 EE30
EXPANDED
POLYSTYRENE (1.0 TO 1,25lbs DENSITY MFG BY JELD-WEI, FOAM a u.
w 9 31 STEELDOORPANELSKINMATERIAL (25 GA GALVANIZED) STEEL A-525
COMMERCIAL DUALITY 0.018'MIN. THICK) GALVANIZED 00 ID (BI32VINYL
DOOR BOTTOM SWEEP 0 VINYL
TOM
OF
EACH JAMB I-E(', PLASTIC 0 w
co 33 CORNER
PADS 2'. LOCATED AT THE GOT TOM SETTING ON
TOP OF THE SILL, BEHIND THE wFA T-HERSTRIP C3. co >
34 #6
x I 112"PHILUPS WOOD SCREW STEEL :2 u) 5SOLID
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HERMES F.
NORERO AS NOTED
VERTICAL CROSS
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TYP VERTICAL CROSS
SECTION. VERTICAL CROSS SECTION, STATE OF FLORIDA P.E. NO. 73778 41, m
390 E. DANIA 13EACH BLVD, E.:' oy S.FREY rB SIDE
LITE TYP SURFACE BOLTS TYP AFION ,--vvo',
56EINSII- SUITE J30 WOOD FRAME
INSTALLATION SCALE 3"-
1 0" GOO FRAME INSTALLATION FLON DANIABEACH. FL 33004 J 12
2008 SCALE: I- =
1 -0' SCALE. 3' =I' 0' FBPE CERT. OF AUTH. NO. 29578
1' MIN. —
m 1' MIN.
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NOTES: w
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U , 2./1XMAYBEUTILIZEDASANOPTION. FOR VER iIUI. SE/CT IO/NHS{\SEE DETAILS a SHEET 6.
HORIZONTAL SECTIONS: DETAILS f"--ky'-1 SHEET 8. v_ TAPCON MASONRY
ANCHOR SPACING SAME AS WOOD ANCHOR SCREW' w N CONFIGURATION. C
4. OPTIONALLY,
ANCHORS CA fj61(IW.F.4A INNARROW SECTION OF HEAD OR JAMB AS LONG
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08 1 sr.
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CROSS SECTION. SIDE UTE TYf p .'""". •0 ` SUITE 338 DANIA
BEACH, FL
33004 JW 12200E1 MASONRY AND CONCRETE
INSTALLATION in S/ONA1. FBPE CERT. Of AUTH. NO. 29578 SCALE '3'=V-
0" lulnly` 14
SEE DETAIL F
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SEE DETAIL A
5' TYP SHT. 10
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NOTE u o
7 /
DETAIL A
UPPER SURFACE BOLT STRIKE
PLATE & UPPER ASTRAGAL
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SCALE: 1/2' =1'—O"
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SCALE: 1/2- -1'-0"
SEE DETAIL A SHT. 9 --
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112'
2-
SEE DETAIL C-J
SEE DETAIL B
SHT. 70
SHT. 9
ANCHORING LOCVNS DOUBLE
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SCALE: 3/8' - 1'-0"
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NOTE -
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DETAIL C 2E141L_1Z_
LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT
LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES
SCALE 1/2" =1'—O" SCALE 1/2"=1'--O"
NOTE 7 45 -
46
45 NOTE 7 -----
DEIBIL E...81_.1:1)8Q__ D-EIAL1_ AI SILL
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ANCHORING LOC 110NS DOUBLE x o a? m mo0
OUTSWING UNIL_ Wes- - x
SCALE: 3/8" = I -O" Z 4 Z
NOTES: o
I. CORRUGATED FASTENERS TO BE APPI_IFD ON BOTH INTERIOR 0
AND EXTERIOR SURFACES AT SPACING SH(TNN, 1/ 1'• FOR C9
TOTAL OF NINE FASTENERS PER SIDE y
2 CORRUGAIED FASTENERS AR17 UTILIZED ON DOUBLE EVVCK JAMBS
ONLY. OMIT ON SOLID MULL. POST CONFIGURATIONS.
3. SEE SHEET 10 FOR LATCH AND HINGE L OCAPONS. w w
4 SEE SHELT 10 FOR SIDELITE FASTENER LOCATIONS.
W
5. SEE SHEEP 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR
ZI-v>
OUN7TER ROUND MOULDING ATTACHMENTT
0 O
0 a 7 _N
ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED a a cz) Z
AT FABRICATION WHEN ASTRAGAL. IS APPLIED AND THROW BOLT
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THE FIELD. o w
7 TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. a
SURFACE BOLT H01 ALSO DRILLED Al FABRICATION WHEN
BOLT LOCAT10,5Lk} 11 R}YINED. STRIKE PLATES ARE ATTACHED 00INiHf: FIF..I<D. E.S CI ,
AS NOTED
HERMES F. NORERO
WBD --
STATE Of: i FLORIDA P.E_ NO. 73778
S. FREV395E. DANIA BEACH BLVD.
roi wMia ;uSUITE338
DANIA BEACH, FL 33084 JW122008
FBPE CERT. OF AUTH. NO. 29570
SEE DETAIL A
SHT. 9 -
SEE DETAIL C SEE DE TAIL D
CL SHT. 10 shlr ,ol
I
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SEE DETAIL A
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6
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DETAIL DSEE
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SEE DETAIL C —/
SHT. 9 ANCHORING LOCATIONS DOUBLE
OUTSWING UNIT W/ 2 SIDE IT /nYYn)
SCALE: 3/8• =1'-O'
STAPLE LOCATIONS BRAD LOCATIONS I . IYPI A FOR_AI_I- SIDELINES TYPICAL FOR ALL SIDELINES
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MASONRY I .TALL) 9
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1 SEE
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SHEET
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DETAIL B
SHEET
LATCH ANU FIINGE MULLIONS
SEE
TYP RAIL FRAMES
SEE DETAIL F
SHT. 9 DETAIL D SCALE: 1/2' =1'-0-
SHT. 10
ANCHORING LOCATIONS SINGLE
QUTSWING UNIT W/ 2 =ELIT (00) 38 11
SCALE:318"-1'-0" /\ 23
1
1 3 4 ,
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DETAL. D
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2, CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK a
JAMBS ONLY, OMIT ON SOLID MULL POST CONFIGURATIONS,
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
d. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. ppo.
5 SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER z
ROUND MO``I ,JNIQ111tO 1'17TiT/iChIMI=NT
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HERMES F. NORERO
0 -7-' 1; 1ATP 01c1_ ti
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E. DRE ACH EACH BLVD. C. ^ S. FREY SUITE 338
FIAIn.m,^> 1,(. iN<
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1_ DANIA BEACH.
FL 33004 JW122008 FOPE CERT.
OF AUTH. NO. 29578
SEE DETAIL A
SHEET 9 SEE DETAIL A
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3" 1VP Si -IT. 10
SEE DETAIL C I I -22J
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SEE DETAIL B
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ANCHORING LOCATIONS DOUBLE
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NOTES:
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AND EXTERIOR SURFACES AT SPACING SHOWN, 1-1'. FOR
TOTAL OF NINE FASTENERS PER SIDE,
2. CORRUGATED FASTENERS ARE UTIL17_F_D ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS,
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS.
S. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER
ROUND MOUNDING ATTACHMENT.
6. ALL VIEWS FROM EXTERIOR.
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HERMES F. NORERO
FLOR IDA P.E. NO, T3778
rwu o., WBD
S. FREY398E. DANIA BEACH BLVD.
SUITE 338 wr
DANIA BEACH, FL 33004 IW 122006
FBPE CERT. OF AUTH. NO. 29578 -
t t 14
4 5/8
WOOD JAMB
FINGERJOINTED PINE
2 SCALE: 3" =1•-O'
3
1
COMPRESSION
8,W ATH TR P--__
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I' nxn.12 GA. STEEL
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13 ASTRAGAL (GLOBAL)
6063-T6 ALUMINUM
SCALE. 3' -1'-0'
OPTIONAL OU ISWING THRESHOLD
AFCO A-496 0/S BUMPER SILL WITH PINE SUBSTRATE
DD-233-0 OUTSWING ADAPTOR BASE
SCALE: 6' =l'-0"
SECTION A -A
r 1WATA STRIKE 8 DEADBOLT
6063 T6 ALUMINUM SCALE: 3" -1'_0"
1 3/4" -
r— 3 1/8" —) I 1 3/4' I- I 7H
L4
T-
r3l-OOOR BOTTOM SWEEPUVINYL20OLOCKBLOCK _
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SCALE: 3" =1'-0- 21 CIF' -CITE FRAME SCALE: a' =1'-0'
POLYPROPYLENE (NOA. 10-1209.01)
SCALE: 3" =V-0" 0
314" 1 9/32-
N
N
i/4" MIN.lit11112
C4T 11VESSURFACEBOLO
STEEL SCALE:
3- =1'-0' 3/
16' C-SINK. -NOTE I -
USE n10 WOOD INSTALLATION SCREW Wl 1.50- MIN. EMBEDMENT WHEN
INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2-
USE n8 + 2 1/2- PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-
USE 3/16' 11'W TAPCON ANCHOR W/ 1 1/4' MIN, EMBED. WHEN
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AND RAILS I6
TOP RAIL 18
IN TI SECTION
B-B LAMINATED VENEER LUMBER (
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M 10'A 17
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3" =1'-0' l
a
1112 ..
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MULL
POST LAMINATED
VENEER LUMBER (LVL) SCALE:
6' -V-0" 1/
8--II r 1 318' LATCH
SIDE- STILE LAMINATEO
VENEER LUMBER (I.VI-) SCALE:
3- = V-0' NOTE:
1.
2" CUT LENGTH
1
1 314" 1- 39)&
URAGAL BOLT _ 33
ORNER PADS JMATERIAL: COLD ROLLED STEEL LASTIC
ZINC & YELLOW CHROMATE SCALE:
3' =V-0" SCALE 3" -1'-0' 2
7/8'-------I 8V-
SURFA CE BOLT STRIKE PLATE STEEL
SCALE:
6' -V-0' I--
T 3W O
0
R1=_
n_GC- UOL.1 SPACER S44PLASTICSCALE:
3' -1'-0' 0
I --
4 5/8"--------I A_
f
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DOUBLE BACK JAMB LAMINATED
Vp EdFJ LU"} ,R (LVL) SCALE:
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AS
NOTED HERMES
F. NORERO FLORIDA
P.E. NO. 73778 PW1"
W8D 390
E. DANIA BEACH BLVD. S. FREY SUITE
338.-------- DANIA
BEACH, FL 33004 W 12.2008 PE
CERT. OF AUTH. NO. 29578
I
A
OUTSIDE FRAME VIEW
I
A
SEC :CI.OM B_B
VENTED HALF
LITE
SEE DETAIL A
SEE DETAIL
INSIDE FRAME VIEW
INSIDE VIEW
I/2'.AIRGAP
1/8"TEMPERED--
8"'TEMPERED
m
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18
t 3/4"MAX
PANEL THK.
VERTICLE CROSS
SECTION
VENTED HALF
LITE
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0
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Cr CJ V Z
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N W
Z 00 QY0003
W
Q 2 M
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A GLAZING
DETAIL Al
HEAD RAIL I/
2"AIRGAP w
00
CID
t
1 /
8" TEMPERED agz w 10
o
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w
N
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O 4
Alm 1/
8••1EMPERED--- 3
t/
8"TEMPERED w Nui 1/
2"AIRGAP-- -- GLAZING
DETAIL j 1-- U 0 AT
MEETING RAIL O 1 Q ..; (7 NOTES:
o1!
Ii LJE fr"k ET 15 FOR ITEM DESCRIPTIONS. FDATE-
j
qNOTEO s—E-HERMESF.
NORERCITA(
E 1 r J = FLORIDA P.E. NO. 73778 390
E. DANIA BEACH BLVD. C." o I
1R1Q1'.' SUITE 338 IJPJ;
11- DANIA
BEACH. FL 33004 JW 122006 BPE
CERT. OF AUTH. NO. 29578
MATERIAL LIST (VENTED HALF LITE ONLY)
ITEM PART NO. DESCRIPTION QY-T MATERIAL
1 16797-000 INNER FRAME I SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
2 16796--000 OUTER FRAME I SPARTECH POLYCOM PP53330. REF NOA 13-0219.0, /C\,
3 16798-000 FIXED UPPER SASH I SPARTECH POLYCOM PP53330, REV NOA 13-0219,03
4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER
5 16825--000 CLASS, 3/4" x 20 19/32" x 16 1 1/16" 2 3/4" INSULATED CLASS ASSEMBLY
6 16828-000 8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL
7 12207-000 6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL
8 16809--000 SAFTEY LOCK 2 NYLON 6/6
9 16829-000 4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL
10 1 7041 -000 FIN SEAL. ROLL 4 FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL
11 16799-000 LOWER INNER SASH I SPARTECH POLYCOM PP53330, REF NOA 13--0219.03
12 16806 DO() RIGHT LATCH I NYLON 6
13 16807-000 LEFT LATCH I NYLON 6
14 16837-000 O-LON SEAL (3 SIDE LOWER SASH) 5* FROM SCHLEGEL CORP.: O-LON2 WEATHER SEAL
15 16800-000 LOWER OUTER SASH I SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
16 16801-000 SCREEN FRAME I SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
18 DOW 1199 AR SILICONE SEALANT
19 16830--000 WEATHER STRIPING (2 SIDE LOWER SASH) 3 3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 30421114234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
22 16841-000 1/16" SINGLE SIDED FOAM TAPE ELY POLYOLEFIN FOAM, ACRYLIC ADHESIVE
23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS
24 10046-000 SPLINE 6. 1- Pvc
w11 8112/08
AS NOTED
HERMES F. NORERO
FLORIDA P.E. NO. 73778
VVBD
396 E. DANIA BEACH BLVD. cr« v S. FREY
SUITE 338
DANIA BEACH, FL 33004 JW122008
PE CERT. OF A U TH. NO. 29578
11L :> 1'
NOTICE OF PRODUCT CERTIFICATION
Company: Jeld-Wen Exterior Doors Certification No.: N1009861-114 Page 3
3737 Lakeport Boulevard Certification Date: 04/14/2009
Klamath Falls, OR 97601 Expiration Date: 10/31/2020
Revision Date: 01/14/2015
Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side -Liter
w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E283-04/F330-02/F331-00
The "Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NANiI'c Certified Product Listim, at wiv.v.Nnmieertiticalion-cum- NAMI's Certification Provram is accredited by The American National Standards Institute (AN.411
Inswing Glazed Design Missile Test Report Number
Configurallo°
or or Maximum Pressure Ini )actI Drawing Number &
Outswin , Opaque Size Pos/Neg Rated Comments
X I/S or Glazed 3'2" x 6' 10" 1 45/-45 No NCr1.-210-3558-1/210-3558-IA
Single O/S Max Panel Size:.1'0" x 6'7"Daylight Opening: IV' x 5'3"
w/o Surtacc Dolls
Installation Details: 1 W 122008(1-14)/JW 192008(1- 14)
X I/S or Glazed 37' x 6' 10" 55/-55 No NC11-210-3558-1/210-3558-IA -----
Single O/S Max Panel Size 3'0" x 6'7"Daylight Opening: 1'9" x 5'3"
w/Surlacc Dolls
InstallationDcluils: JWl'-2008(1-14)/JW192008(1-14)
1/S or Glazed 6'3" x 6' 10" 145/-45 No NCr1--210-3558-1/210-3558-IAOX/XO
w/Sidelite O/S Max Pancl Size: 1,0.1 x 6 T'Dnyllghl Opening: 1'9- x 5'3-
Single wio Surl;lcc Bolts
I/S or No
Installation Dctails: 1 \V 122008(1-14)/JW 192008(1- 14 )
NCTI_-210-3558-1/210-3558-IAOX[XO Glazed WY x 6' 10" 155/-55
Single w/Sidelite O/S Max Pancl Size: 3'0-.c 6'7"Daylight Opening: 1'9" x 5'3..
Surface Bolls
Installution Details : JW122008(1-14)/1Wl92008(1-14)
XX I/S or Glazed 67" x 6' ] 0" 1-45/-45 No NC'1'1..-210-3558-1/210-35S8-IA
DOUble O/S
Max Pancl Size 3'0- x 67'Daylighl Opening 1'9" x 5'Y
w/o Surface Dohs
Glazed--- 6'2"
Installation Dctails: I%VI22008(1-14)IJW19200,9()_-Lf!
XX I/S or x 6' 10" i-55/-55 No Ncr1_-210-355SS- 1/210-3558-1A DOUble
O/S Max
Panel Size: 3'0" x WT'Daylight Opening 1 V' x 5'3" w/
Surf u:c Dolls Installation
Dciaits.l\Vl22008(1-14)/JW192008(1-14) National
Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Ilaycs, VA 23072 rel: (
804) 684-5 1 24/Fax: (804) 684-5122 NAIMI
ALFFTJ0ltl"ZF1) SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Geld -Wen Esxterior Doors Certification No.: N1009861-114 I'age 4
3737 Lakeport Boulevard Certification Date: 04/14/2009
Klamath Falls, Oil 97601 Expiration Date: 10/31/2020
Revision Date: 01 / 14/2015
Product: Series "Gladiator/rinishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites
w/Wood Frame unless noted)
Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00
The "Notice of Product Certification" is only valid if the NAM] Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisf-led. This product has been approved for listing within
NAIVtI'c Certirierl Prnrinrt I.kIino of wcvcv Ns,—i,—tifir. ti,— ,,, NA "I' C—tifi.--,Ii.... P............. ;,.., ;t..,t t.., -rr.., e._. :...... Nt...:.-. 1 r..--__,.._-,- '-- , Inswing
Glazed Design Missile Test Report Number — - Configuration
or
or NNIaxiInum Pressure Impact Drawing Number & Outswing-
Opaque Size Pos/Ne;, Rated Comments OX.
X/XXO I/S or Glazed 9'3" x 6' 10" 145/-45 No - -- NCB_-210-3558-1/210-355s-IA Double
w/Sidellte O/S Max Panel Size: 3'0- x 6'7"Daylight opening: 1'9- x 5'1- w/
o surface Bons Instatlanon
Details: JW 122008(1-14)/J'W 192008(1- 14) OXX/
XXO I/S or Glazed 9'3" x 6' 10" 55/-55 No NCTI_-210-3558-1/210-3558-1A Double
w/Sidelite O/S Max Panel Size: 3'0- x 6'7"Daylight Opening: 1'9- x 5'3" Surlacc
Boos No
Instanatinn
Dclmis. J W 122008(1-14)/J W 192008(1 -14) NCf1.-
210-3558-1/210-3553-IA --- OX0I/S or Glazed 9'4" x 6' 10" 1-45/-45 Sing
e w I elites O/S Max Panel Size: 3'0" x 6'7-Daylight O cnin 1'9- x 5'3" PKw/
o Surface Bons Installation
DetailsJW122008(1-14)/JW192008(1-14) OX0 1/
Sol. Glazed 9'4" x 6' 10" I-55/-55 No NC-1'1..-210-3558-1/210-355s-IA — Single W/
SIC{elites O/S Max Panel Size ','0' x 6'T'Dayli hl Op cnin 1'9- x 5'.Y 6 w/SurfaccBollsInstallalion
Dcuids: ,I
W 122008(I-14)/1 W 192008(1-14) OXXO I/S
or Glazed 12'5" x 6' 10" 1-45/-45 No NCH..-210-3558-I/2I0-3558-IA Double w/Sidelites
O/S Max Panel Sizc:.V0 x 67'Daylight Opening: 1'9- x 5'3" w/t, Surface
Bolls No Installalion Details:
J
W 122008 I-14)/.IW 192008( )-14 NC-rL-210-
3558-1/210-3558-IA OXXO US orGlazed12'5" x 6' 10" 55/-55 DOUble W/SIdC11teS
O/S I Max Panel Size ::i'0" x 6'7"Daylight Opening: 1'9" x 5' 1" w/Surt:,ce
Bolts Ins4illotion Details: I
W 122008(I -14)/J W 192003( 1 -14) National Accreditation &, Management
Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-
5124/Fax: (804) 684-5122 NAIVII AU'f
HORI'/. VI) SIGNATURE:
i
i
BUILDING DROPS
A Perfect Solution in Every Drop Date. 11/11/2014
Certificate of Authorization: 29578 Report No: 3320
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is
employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
Without Surface Bolts With Surface Bolts
Outswing
Positive i 45 PSF* Positive 55 PSF*
Negative 45 PSF i Negative j 55 PSF
1. Product has been rated for water infiltration up to a design pressure of +30
PSF. If authority having jurisdiction requires that product meets this
requirement at higher pressures, product shall be used when installed at
location protected by overhang such that overhang (OH) ratio = OH
length/OH height is 1.0.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
BUILDING DROPS
Date: 11/11/2014APerfectSolutioninEveryDropReportW3320
Certificate of Authorization: 29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute, Inc. (FBC Organization #QUA1789).
Performance Standards: The product described herein has been tested per:
TAS 202-94
ASTM E 331-00
ASTM E 330-02
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Frod UIL aIUatiol1 [fit- poI-'_ Of
JELD-
WEN, inc. Finishield/
Gladiator Steel Door, Wood Edge Glazed
12-016-8 Outswing Door System fol,
Florida
Product Approval keI-,,
o~-t No. 3320 Current
Florida Building Code Method:
1 — A (Certification) Category:
Exterior Doors Sub —
Category: Swinging Exterior Door Assemblies Product:
Fitz i.shield/Gla.diator Steel Door, Wood Edge Glazed
12-Ox6-8 Outsiving Door S3)stem Material:
SteeUwood Product
Dimensions: 148-112"X 80-718" (Maxim ,n) Prepared
For: itlllt;
til i 111s, OfZ. -i,il Prepared
by: lier'
rnes F. Norero. PJ Florida
Professional Engineer # 73778 Date:
11/ 1 1/2014 Contents:
11111iilllrz
Ng'
STATE
9'F 2 0
Evaluation
Report Pages 1 — 4S ONAL 11l111111W
Dlgitally
signed by Hermes F. Norero, P.E. Reason:
I am approving this document Hermes F. Norero, P.E. Date:
2015.01.07 14:36:12-05'00' Florida No. 73778
BUILDING DROPS
A Perfect Solution in Every Drop
Rate. i a1/20
Certificate of Authorization: 29S78
Report Noo:: 3320
l
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Finishield/Gladiator Steel Door, Wood Edge
Glazed 12-Ox6-8 Outswing Door System
148-1/2" X 80-7/8" (Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc
based on Method la of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code
See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL 4 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing JW122008 require further
engineering analysis by a licensed engineer or registered architect.
6. See Installation Instructions JW122008 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
GR,'iN'F 171ALOYP SEMINOLE COUNU
NOTICE OF COMMENCEMENT Cl..i..lil?. OF i:1:i;:C:iJI'i COURT E. CC)t1f'TROLLEF:
FS 713.13 U i554. F`a I'M (1F'3-a i
CLERK'S v 2017072562
THIS DOCUMENT MUST BE COMPLETED WHEN CONSTRUCTION I{,L:Ti[CEfIjSl$2251+11(Ir t> = 5 : 1 i 1= i'E
This instrument prepared by: I
Q +
RGC:E'1,:1j - u n Av. S'ry
PERMIT # 1 -7- L ` < I TAX PARCEL #: Q( — gz) ng ^55(1" 0Q-oGr'a
STATE OF: C, COUNTY OF: S*fpy-fCI
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement.
1. Legal description of property: G'
and street address if available) ;Mg pa4w -C_ /Tv" JllFt. -i / 32!773— Sp•rZ-
2. General description of improvement(s): Devit/
3.Owner: Name: 1 lenerlCM JreOr 1NPOrS QVQ7t'Q
Address:3}Q fc,,SQ stie C' .,mMee 3v vb
Phone: Fax: Fax:
a. Interest in property:
b. Name and address of fee simple titleholder (if other than potter) Phone:
4. Contractor: Name: / ! /! y• •,
Address: 'V L/i'J/%/(L!
Phone: ax.
3— " v/! T / zl-fC?-3
5. Surety: Name L`40 ®\ Address: V,
Phone: Fax:
v ,\
Bond amount: t
6. Lender: Name and Address:
Phone: Fax:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
section713.13(1)(a)7, Florida Statutes (Name, address, phone number, and fax number):
S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),
Florida Statutes: (Name, address, phone number, and fax number):
9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the 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 R RECORDIN YOUR NOTICE OF COMMENCEMENT,
bIUGG/t F PneC o cis FfeStder2 Y . COr
the Attenc,--m prenwt rnsieSfors 6rwup tnc
Signature of er) (PRINT OWNER'S NAME)
Note: per Section 713. (1)g, FVida Statutes "Owner must sign ... and no one else may be permitted to sign in his or her stead."
State of County of Q(Q
The foregoing instrument was acknowledged before me thus 'M day of ) CXne , by C uo Y t
Who is personally known to me or has produced as identificatinn
LESLEY CHAPMAN
Notary P011C - State of FIorwi
Commission #F FF 204353
my -Comm. Expires Jun 23, 201!
5, Florida Statutes. Under penalties of perjury, I declare t at.l hay4e read the foregoing and that the
my knowledge and belief. t j
re f r