HomeMy WebLinkAbout101 Meadow BlvdNOTICE: 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 agencim 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 and zoning.
Signature of owaertAgeat time
W L-k OAk% I,a C, lu I
Signature ofC traeeoNAgeet Date
MEGAN CONSTABLE
Ptint 0%voer/Agau's Name Prun
sivature or Notoy-swe or Florida bate
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Name
I (P --1 tp
CHRISTY P,,1 GALASy =
MY COMMISSION NFF049697yaj6:
oFF_oP: EXPIRES SeGtember 29, 201707) 398-0153 pl—iH„11,..__ -
Contractor/Agent is U'Veffis-601 ofMe 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:
Now Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes[] No N of Heads _
APPROVALS: ZONING: $21-ICa. UTILITIES:
ENGINEERING:
COMMENTS:
fir- .5,; zo."
Revised: June 30. 2015
S
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
FIRE: BUILDING: SF i-Z6- t(o
Permit Applsemion
REQUIRED INSPECTION SEQUENCE
I3P# .I _ 7_,9q7_
BUILDINGPERMIT Min
Max Ins ection Descri 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:
t cat AiJ't5o,.j %L EL
ECTRI CA:L .P.ERMIT I Min
I Max I Inspection Description Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final Min
Max Ins ection Descri Lion Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbin4
Final MECHANICAL
PERMIT Min
Max Inspection Description Mechanical
Rough Mechanical
Final Min
Max Inspection Description Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014
2016-09-14 12:42 isoprt75 4074304069 >>
m,w/»alear"ry iSNOyb aremtd—(es! - " " '
P 2/8
col 0041172
ZP
11, n t
yr.•n.c --u n1 runs: to order to properly per(win.'the instaYatan of certain Goods, the Contrail F1ica may induce moreGoodstitan
Contractwit be Installed based en the measured square too tage of the Project Area As a result, the parties agree that the
i- stated in this Contrail is ced Areaad upon troth tie value of estimated Goods required to fulfill the Contract (inducing waste), which may ex the actualsquarefootageofthe
ct bet comer admog lthelaborWhich y meted based on the amamI of Goods required to fulfill the Contrail (includingeysigning
r
this Contact
edges receipt of this notice and a ng wade). not be refunded once the InstalFatbrm Services are performed.gm s and understands that the Price Includes these costs which mayNflTTCCTn.rv"tr...r._- _ .. ..
pamphlet Renovete 7- , •,.o a as Provwo you with theRlyhtBYstgeirlgthisContract, Customer
havkhg received a copy of this pamphlet bdow work began IMor Ing 6;;j men Corttract Total tutofthepotentialdslc'ot the load hazard exposrpe from
7r.. perfonrod In Customers dweHfng unit activityto be applicable taxes i . ded 3 tM •00
WU H rotted wood is Iscovored d InstresatbeDorneted. and sl red b the wstomadddieeut r,.,.ss en a quote and a eha
rn r u t , ,
t must +nno WORK ON YOUR PROPERTY OR PROVIDE MATERIALg'q jD SERVICES AND ARE NpTFLORIDADFULLHAARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY. THIS CLAIM IS KNOWN AS ACONSTRUCTIONLIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS,
TY A, ERVE.
MATERIAL
OU HAVEALREADY PAID PEOPLEOURCONTRACTOR NFULLLO. IFYOUFAIL TOPTO
Y YOURCCONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOURONTRACTORCOULDSUSBCCONTRACTONSTRMAYAVE
R WILL FAILED 0 PABORTO POTTEMATERIALS, T YOOR OTHER URSELF;
YOU SHOULD THAT IN
THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR 1S REQUIRED TO PROVIDE YOU WITH A WRITTENRELEASEOFLIENFROMANYPERSONORCOMPANYTHATHASPROVIDEDTOYOUA "NOTICE TO OWNER" FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULTAN ATTORNEY. PHOTORELEASE: Custamar grants to Lowe's arM'l awe's employees and independent eon lhServicesMdMbePerformedanda4workPermtractors the right to take Photographs of the Premises where InteresthiandtothePerformedatthePremisesrelatedtothisContract'and irrevocably grants to Lowa's all right title and PhotographsforuseInallmarketsandmedia, wcddwicl% in Perpetuity. Customer authorises Lam's to adin
print and/or electronically, and agrees that Lowe's may use such photographs for any' lawful°op t
use and publish the p Y,
Nam. fining and Web content By Malffrg here, Customer agrees to the ud not fretted to, rrmrkating, foregoing (Customertotntisltotheleft). Work IstoononceuonreasonableavailabilityofContractorandforeanya
Is
order uX
r m Good(s) which le antkipaled to be Said stanti e i in date].
Estimated completion data is - eus YmJ [
MI.
In date substantial oompleliendateisnotofessence. A statement of any conftngenduw that would mal )' completion plateisasfollows: Y charge said estimated substantial if applicable,
insert a statement of such contingencies), EAND provides
dud an dagns by Customer or Lowe's'wlll be resolved by BINDING ARBITRATION. -----Customor and Lowa's GIVE UP THE RIGHT OURT toomforcethisCorrbect (EXCEPT for mattars that may be taken to SMALL.CLAIMS COURT). y ANEUTRALARBITRATORandNOTajudgeorjury. Lowe's and Customer are ' Lowl and Customers rights will bo proceduresre SIMPLER
AND f9RE;UIIBTED THAN RULES APPLICgBiJ 1N COURT. Ar Customer aendured to. a FAIR HEARING. But the arbitration VERY LOOTEDdeeislonsareasenforceableasanycourtorderarMANEROFCLASSBYA
11-A .
FOR MORE DETAILS: Review the section tiled ARBITRATION AGREEMENT, WAIVER OF JURY ACTION ADJUDICATIONfoundInfheTermsandCondmonsofthisContractDONOT
SIGN THIS CONTRACT UNTIL COMPLETE AND YOU TO AND
AGREETOTHETERMS AND HAVE READ
THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES OFCONTRACT. SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND D CONDITIONSSETFORTHONALLPAGESOFTHISCONTRACT. YOU ARE ENTITLED TO A COPY OFTHISCONTRACTATTHETIMEOFSIGNATURFWITNESSOUR
HANDS) AND SEAL(S) BELOW THIS 7DAY OF Lowe's
Home Centers, LLC Lowe s
Representative Co-owner or. Wtness g edaowledges
receipt of a bue copy of.thts eoMraet which was completely Mled In prior to Cusromors rasi thistwolsctimatanytimepriortoffditghtofthethirdbusinessexecutionhereof. You, sic buyermay form for explanationaneanationofthisIIIYaRerthedateofthisbansadlorh..See the at I- r r."n. s .
IMPROVING HOME IMPROVEMENT
P. O. Box 781993
Orlando, Florida 32878
Phone: (407) 393-9161 Facsimile: (407) 407-393-9151
Limited Power of Attorney
Date: OA- w • U
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna
Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit
service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and
apply to: \\
11D(A,'(1 N for a Apo" permit for work to be performed at:
Lot: Blk: Sec: Twp: Rge: 0
Subdivision:) 1
1 '
QI rel or Altkey: 33 113%Sy 3 b0 06 00 I b Address
of Job: 1 D I O'dL) w r6 I J CI Owner of
Property UrI t'y, and to
sign and do all things necessary to this appointment. Thank you
for your assis e. Sincerely, Peter
Anthony
Cafaro III Primary State
Qualifier CGC 1508417
State of
Florida County of
Orange The foregoing
instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did
not take an oath. Sworn to
and sub before me this t_day of 2016. Notary c .
2 CIPf ;ST'l9Ji GALAS My _is
xpires:l0/21/2016 s J+ ._ P
YCOMMISSION#Fr9E1USj7 EXPIRES September
29 N' i)
398-0153 2017 FloridallotaryService.com
Product ApI Specification Form S
ANF OFtD Permit ##
1 6- 2 5 9 2 AR
Project
Location Address 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.floridabuilding.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 Swin
in SS 22 Sliding
Sectional
Roll
Up Automatic
REVIEVIED FOR CODE COMPLIANCE Other
2.
Windows Single
Hung DATE Horizontal
Slider Casement
Double
Hun Fixed
Awning
A PERM T ISSUED SHALL BE CONSTRUED TO BE A Pass
Through AUTHO 3ITY TO VIOLATE CANCEL, ALTER OR SET Projected
ASIDE 0 Y OF THE PROVISIONS OF THE TECHNICAL Mullions
THE I IUILDING OFFICIAL FROM THEREAFTER Wind
Breaker R E 0 Ut R 1 VG T CORRECTION OF ERR OR IN PLAN S7 Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Y lPf ctn (ter kabl e
Please Print)
June 2014
2016-09-14 12:44 isoprt75 4074304069 >> P 8/8
Fk -.J...I --lot V
IRA u .14
11 Id" tril- 1... 1-00, "r
it! t3w an W.. L".
ww"!
lbb
IN fog
40
PP!-
a P
w I. Ic" h1mvi. I
Igrvi V. W
I
gr- L
16S
IMP
WX C=v 14"
ev.!t.— Irn+ni»wre r,• iraei{+• +r e A r7 vrnt.vepd7na:i;. •fy+w/al offla
2-60, -d.ft= fairer
lgww f
1211%,
P,4-111 FIRM
wt T, pw
a V:wr omit rz=. ;m 'I IF --mv PTW ?
IIIr, v F111 I I osa,
ft 4-
VIA." I.
P .21 PC* ww cr7;9 i.41;;p L. 1
0P.
0 I. I f. .
11 12tOlif p,e. ="I=;,, Sprig•
lot% Vt
4- MIR
c
Z. ro
Ca -
7
8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links ! Search
Rota
Product Approval
USER: Public User
Product Aoprovai Menu > Product or Auolir_aticr: Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 15225.5
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
QParch Recnitc - Annlieatinnc
FL# Tvpe Manufacturer Validated By Status
FL15225- Revision Therma-Tru Corporation
FL#: FL15225.5
Ryan J. King,
P.E.
Approved
R3
History Model: e. "Smooth -Star" and 'Benchmark by Therma-Tru" 813) 767-
Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and 6555
without Sidelites. Inswing and Outswing
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
Approved by DBPR. Approvals by DBPR snail be reviewed and ratilled by the PUC and/or the commission it necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
Credit4
e`.Ct t!t'L1 Lth tiCIt ;'
i
68.50" MAX.
O•
nTHERMANTRU105.5W MAX. OVERALL FRAME WIDTH OVERALL WIDTH
1 2 3
m
THERMA TRU DOORS s 5 s s s s %"'`•. '"z'
1 1 D INDUSTRIAL DR., EDDERTaN, OH 4351 7 ••. Ov l
ISMi ' z
y IS N •:
Smooth -Star" and "Benchmark by Therma-Tru"
d
LE4
I0m
pp
5 Om IL
5
I
6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS e;
i; v o
W/ & W/OUT SIDETES ii ° `zU
INSWING/OUTSWING
s
II
I ;; s it € a
A R
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES 1 '1,I-
t.-U I ]I
tRJI J1= =1
t2
General Notes 7 2 3 4 5 6 1 2 3
6 6 6 6 6 6 6 6 s 6 6 6 zw
oz
1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/ SIDELITES OXXO SINGLE W/ SIDELITES OXO
2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE
Certification Agency Certificate for sizes, specifications and ratings. +55.0 -55.0 +40.0 -40.0 In < Q
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment o a N
to base material shall be beyond wall dressing, stucco, loom, brick and other wall 53.00" MAX. $
37.50 MAX.
74.50" MAX. _ _ a
coverings. OVERALL WIDTH OVERALL WIDTH a a
OVERALL
3. Wood screws shall be installed following installation instructions of ANSUAF&PA NDS 2012. WIDTH 1 2 3 1 2 3 In
All other fastener types to be Installed following fastener manufacturer's installation 5 5 5 5 5 5
instructions.
4. Fastener embedment depths, edge distances and center -center distances shall be as ; N
specified by the fastener manufacturer but in no instance shalt they be less than shown in w 4 r 4 O.H. 4 v>
5 i,. I I, II 5 ,1 11. ,i I, it 1, it 'I I' 'I 1' i II [p: zthisdrawing. o w 5 4 W O
1 1 1 I
w 5. °I__'SI A S O.. H. 5 it -'
i
i' 'i i' 'i i 'i 5 II '
5. Where shims are used, they must be a "rigid F stiff"material that complies with the 'a 5 ® 5
5 s °
J ... 4 w
a DrequirementsoftheFBC. S LL 1 I 1 1 1 1 i 1 1 1 1 W
6. Positive and negative design pressure requirements for use with this drawing shall be
Q
I II I 11
determined by others for specific jobs in accordance with the governing code.
ALJ
7. Site conditions not covered bythis drawing are subject to further engineering analysis.
6 6 6 4 5 6666666666
SINGLE X
DOUBLE XX SINGLE W/SIDELtTE OX ° MAX DESIGN PRESSURE DA E: 2/21/ 12 zMAXDESIGNPRESSUREMAXDESIGNPRESSURE
5cwe N. T. S. ° 67.0 -67.0 +55.0 -55.0 +40.0 -40.0
DWG. BY: JK m
Dix. BT: LFS 3
LOCK HARDWARE MFGA SERIES DRAWING NO.: rc-
KWIKSErSIGNATURE'SERIES LATCH FL-15225.5-68
KWIKSET SIGNATURE SERIES'780 DEADBOLT D
SHEET 1 DG 6 N
TABLE OF CONTENTS
SNEEf'>! DESCRIPTION
Typical elevations; design pressures &general notes
2 Buck anchoring-
3 Frame anchoring __..___...._
4 Frame anchoring & bill of materials
5 Horaontai & vertical cross sections
b Vertical cross sections
MASONRY
OPENING
2X BUCK
0 0 0 0 1410E 16MINIMUM4"
4• I
I-- 4" I
I
MULLION
MASONRY
4 II SHOWN FOR OPENING
TYP II REFERENCE HEAD
I I JAMBS
2X
BUCK II
II
II
II
II
II
SINGLE
W/SIDELITE BUCK
ANCHORING I
I 4..
4" ..
4" 4» -
O
II ;'
R -C I
I `MULLION SHOWN
FOR I I tl* • 1a o Z MASONRY REFERENCE
II
a a
4 N0OPENINGNp
I I v a a z HEADII II
i 9mc°w JAMBS I
I r rn 5 t a maa II
LL
2X BUCK
II II X^ v 5z
II
MULLION
v ti I
I SHOWN FOR I I a+ v 3 Ci
I I REFERENCE II II
II II
cc z
II
II
o I vNj
U m ck
0
W SINGLE W/
SIDELITES HWzm j BUCK ANCHORINGmI_r-_
4- 48" II
4
II
MASONRY II
OPENING TYP.
HEAD JAMBS I
ASTRAGAL NOTES: SHOWN
FOR 1, 2X
buck min. S.G. a 0.55. 2X BUCK ii REFERENCE CONCRETE ANCHOR
NOTES: 1. Concrete
anchor locations at the comers may be adjusted to maintain the min. II edge distance
to mortarjoints. II 2. Concrete
anchor locations noted as "MAX. ON CENTER" must be adjusted to II maintain the
min. edge distance to mortorjoints, additional concrete anchors II may be
required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete
anchor table: II ANCHOR ANCl4C1k
MtN `. M1&f CVARANCf ; M1N IIAAKANCE; 1'PE
SUR, EMBEDMEIVt ADMAJONRY M.AW CW. EDCf. ANetioR .:: rrw
a TAPCON
1/4"
1.1/4' 2" 4" ELCO 1/4"
ULTRACON
Ef II
DOUBLE
DOOR
BUCK
ANCHORING 4»
4" 4"
4»
I I
II
I
II II
II o N
in
4
II MULLION
w o SHOWNNFOR II f
I in TYP. I I
REFERENCE II SHOWN FOR ' I I F HEAD II REFERENCE
II o
JAMBS II I
I 2X II I
I Q BUCK I I
I I Q. X^ II II
II x^
i II
II I
ASTRAGAL
II i rn Ci 1
I II SHOWN FOR I a ci Qo 05 d I
I REFERENCE I I d N i Z II II
IIIIII
I DATE: 2121112 SCALE: N.T.
S. `- owc. BY: JK
a CHK. Err: LFS
i MASONRY DOUBLE W/
SIDELITES BUCK ANCHORING oHAVAHc
NO.: o
OPENING FL-
15225.
5-68 a SHEEP 2 Or
6 Q
D" "E"
23" f-F 3"
I II I II II I
tie MULLION
11p I SHOWN FORIlp
REFERENCE
A W/2X BUCK INSTALLATION
a
O
9 W/lX BUCK INSTALLATION
TYP. HEAD & JAMBS —
C„ "D" "E,.
VIEW "C"-"C" SINGLE DOOR W/SIDELITES
SEE -
DETAIL "4"
M pN C"
p; IN
PAIRS 30
TYP.
3" -1 I-
T oQ L J
2a0 W
N a y xa
O
t U I
O
o SEES
U
DETAIL N
1 6..
AJ
a T
D" A"
23" 6"
L
Lo
I I
MULLION
SHOWN FOR aE
REFERENCE
X BUCK INSTALLATION d
rn
X BUCK INSTALLATION o
U
HEAD & JAMBS Q
c1
to
Nj
DETAIL "2
B" A"
16"
iW/2X BUCK
INSTALLATION
W/1X BUCK —
INSTALLATION
TYP. HEAD &
JAMBS
VIEW "E"-"E" ^VIEW "D"-"D" SINGLE DOOR W/SIDELITE VIEW "B"-"B" SINGLE DOOR
SHOWN W/ OPIONAL CORRUGATED
FASTENERS. REM 130 (TYP. ALL
SIDEUTE TO DOOR JAMB CONNECTIONS)
SIDELITE NOTES:
I . The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each
vertical jamb, from the top down at 13.5, 31", 48.5" & 66". There are (2) at the header at 4" from
the outside comers of the frame. There are (2) at the sill, 4" from the outside comers.
2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X
13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR: ANCHIR MIN. iN1N. CLEARANCE N1N CLEARANCE.
TYPE S1IE : EM8EbI6fEN7 TO MASONRY TOADJACENT ::
EDGE ANGNDR
ITWV ®
TAPCON
1/4" 1-1/4 2" 4"
l7w
TAPCONe 3/16" 1.1/4" 3" 1.1/2"
0
B
DETAIL "6"
W/2X BUCK 2
INSTALLATION
W/1X BUCK
INSTALLATION 12 1 C
1
DETAIL "I"
SEE -
DETAIL "1
W/2X BUCK
INSTALLATION 2
0
W/1X BUCK 11
INSTALLATION
DETAIL "2"
n
N••
uv
V) S°Lain
cN mda
ow
a
Q p E 9Zcw
ao CD C0
o z
f5 m a
w1W w
2
U
o
a
O
a
VIEW A" —'A"
B
1 C
1
DETAIL "4"
DATE: 2121112 z
SCALE: N.T.S.
3
owc. BY, JK m
NK. BY: LFS 3
DRAWING NO.:
C
FL-15225.5-68 0
smar L of 6 "
L
VIEW "C"-"C"
C"
E"
7„
3 '
1 43 F 3 f 3
I I I
SEE NOTE 3I
ASHEET3SEEDETAIL "3"
II
y
I
ASTRAGAL II MULLION
SHOWN FOR II SHOWN FOR _
REFERENCE II REFERENCE
ONLY II
II _
16 II
II 16
5
II
5
t2
II
E„
DOUBLE DOOR W/SIDELI7ES
IN r n o
PAIRS 30 > o °4" °
ipy
vmi
TYa 43 -i3" t
6"
TIT
I I I I I I _ i i•'••. o c m
INSTALLATION J y o
SEE DETAIL
I W/ZX BUCK q ^ //// * •
5W/2X BUCK
W/1X BUCK , _ _ w
3" II INSTALLATION a u
INSTALLATION w a - -Z - J'I W/1X BUCK 5 o w o ^ 7 E _ oa
TYP. HEAD N n = ASTRAGAL INSTALLATION y Lj o? Q N ` $ c ] c w
JAMBS `v SHOWN FOR I1TYP. HEAD & ^ o o N d m g m a a
REFERENCE II JAMBS -
p L
ONLY II J E `c
i
SEE II 3a
DETAIL "4" a
QN o II SEE o
0 1 16 II 16
DETAIL
o I
in o\
1"
C,
o\
5 —+
II _
It A„
VIEW "E"-"E" DOUBLE DOOR VIEW A" -'A"
SHOWN W/ OPTIONAL CORRUGATED
FASTENERS, REM /30 (TYP. ALL
SIDELITE TO DOOR JAMB CONNECTIONS)
W/2X BUCK 2
INSTALLATION
W/1X BUCK
INSTALLATION 12 1 C
Item DESCRIPTION Material
A 10 x 2-1 2 PFH WOOD SCREW STEEL
B 10 X 1-3 4 PFH WOOD SCREW STEEL
C 10 X 1 PFH WOOD SCREW STEEL
1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL
2 10 x 2" LG. PFH WOOD SCREW STEEL
3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL
4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL
5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL
9 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL
11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL
12 1 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL
13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL
20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD
21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD
30 1 2" X I- X 25 GA. CORRUGATED FASTENER STEEL
W/2X BUCK
INSTALLATION 3
1
1"
0
W/1X BUCK 11
DETAIL INSTALLATION
DETAIL "3"
B ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME
1 C
AS SHOWN.
1
DETAIL "4"
K 0
O M
KC. OQx
00 2 m
GO
OEM
w
oa
o E
z
DATE: 2121112
SCALE: N.T.S.
DWG. BY: JK
CHK. Br: LFS 3
DRAWING NO.:
C
n
FL-15225.5-68 0
n
SHEET 4 OF 6 0
Z d
i
1 X BUCK r i
ww
a
9 y
INTERIOR EXTERIOR
1 HEAD JAMB
5 To Ix sub -buck
Inswing shown
1.25"—I--
INTERIOR
2 HEAD JAMB
To wood frame
Inswing shown
BUCK
EXTERIOR
25" MAX.
SHIM SPACEL--I.IS'MIN.
EMB.
1.25' MIN.
EMB. TYP.
4 VERTICAL SIDE JAMB
j To 2xsub-buck
Inswing shown
INTERIOR
INTERIOR
Ljza
n w
A g
EXTERIOR
3 HEAD JAMB
To 2x sub -buck
Inswing shown
EXTERIOR
0.IS' MIN.
C-SINK
0.25' MAX.
SHIM SPACE
1.15" MIN.
EMB.
5 VERTICAL SIDE JAMB
To wood frame
Inswing shown
tot
IN
OZa no °D Z
U N ••
i Viz.
m a a`
V
w
Z C 0
p cw
3 d
E: 2121/12
LE. N.T.S.
Ely: JK It
ar: LFS 3
WING NO.
n
15225.5-68 c
ET 5 of 6 " Q
1 VER17CAL CROSS SECTION
6 Inswing configuration
INTERIOR EXTERIOR
4 VERTICAL CROSS SECTION
6 Inswing configuration
EXTERIOR
2QVER17CAL CROSS SECTION
6 Outswing configuration
EXTERIOR INTERIOR
INTERIOR
51 VERTICAL CROSS SECTION
6 Outswing configuration
i z
O
tzn
INTERIOR EXTERIOR * r a z
v 0 oz°
rnZ 'g Em 9m•WoNNt g ova
20
m' aa
U.
czd 1
21 12 3
w
o 0
LnV) [ N
3-' VERTICAL CROSS SECTION 5 m
F= 00 N 0
a U
U 0_ O
OO
a a
EXTERIOR
zaE
7
c
INTERIOR
61 VERTICAL CROSS SECTION
6 Outswing configuration
SCALE N.T.S.
Dwc. BY: JK m
DHK. Err: LFS 3
DRAN1N0 NO.:
lz
N
FL-15225.5-68 0
SHEET 6 OF 6