HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COM: _-:s'ED FOR APPLICATION TO BE ACCEPTEC pp
Date: • SCANNED Permit Number:
St. Lucie County )��— 1,50t' C. r?s
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial
PERMIT APPLICATION FOR:
Legal Description:
i-G�l�-gld4
Site Plan Name:
Project Name:
Setbacks Front_ Back: �Q Right Side:
_Mechanical _Gas Tank
_ Electric _ Plumbing
TAtaMcFFt--oiZonstruet_ i�on:�
— check all that a
Left Side:
Residential
_ Gas Piping _Shutters
_Sprinklers _ Generator
74- Sq. Ft. of First Floor: _
Utilities: _Sewer _Septic
Lot No.
Block No.
Windows/Doors
Roof
Building Height:
OW NER/LESSEE:
CONTRACTOR:
Kdress:S-5V5/0,.n licirJer PcrkJ-Y
Company:
City: rc1r� IPfC¢- State: ,C
Zip Code:.'gyy'S / Fax:
Phone No. T 78O
E-Mail:f� w S6 QVG(,„n, coves
Address:'
City: State:_
Zip Code: Fax:
Phone No
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail
State or County License
If value of construction is 2500 or more, a RECORDED Notice of commencement rs requircu.
DESIGN
of
Name:
Address:
City: State:
Zip: Phone_
FEE SIMPLE TITLE HOLDER: _ Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Address:
City: State:
Zip: Phone:
BONDING COMPANY: _Not Applicable
Haaress: Address:
City: City:_
Zip: Phone: Zip:
_ _.. ...,� �,�....,. ,,., ,,....,.... „ppilUdLIU11 1, nereoy rnaae to ootam a perms to ao the work ana installation as maicatea.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws orand covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
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 jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recordine vour NotirP of CnmmPnrPm Pnr
n Owner see/Agent
Signature of Contractor/License Holder,
OF FLORIDA
COUNTY ' �Satr
STATE OF FLORIDA
OF r �c .
COUNTY OF
The forgotng instr ment was acknowledged I,tefore me
Aa IS
The forgoing instrument was acknowledged before me
this day of . 20 by
> T
this _ day of 20_ by
(Name of person acknowledging)'
(Name of person acknowledging)
�!Y
ignature of Notary Public State of Florida)
(Signature of Notary Public- State of Florida )
Personally Known OR Produced Identification
Personally Known OR Produced Identification
Type of Identificatio
Type of Identification
Produce la . 3•$3•j O
.ProducedLASHAHNAING
11 Waif 1119 )ic - State of Florida
Commission No. c�o�"1YP`e;%
Commission No. (Seal)
• : •= My Comm. Expires Dec 20, 2018
Bonded lhroug
Nalioria!Natary Assn,
REVIEWS
FRO
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
( I(5
DATE
COMPLETED
JOSEPH E. SMITH, CLERK .,)'%THE CIRCUIT COURT - SAINT LUCIE COUN'1E$,
FILE # 4120572 OR BOO:' +97 PAGE 819, Recorded 10/13/2015 at-" 05 AM
NOTICE OF COMMENCEMENT
Permit No.S6$-0 aal TatFoBnfm.13a-G19-�109-000-(p
State of Nodda County of St. Lucie
The undersigned hereby gives notice that improvemertwilt be made to certain real property, and In accordance with Chapter 713, Florida statutes,
the followinginfoonation Is prodded In this Nodca of Commencement
Legal Dwilituan of
General description
Dernerinforma -Rn
Name
Address
Interest in property:
Name and address c
Contractoes Name
the ImprwemeM:
xonuacrorwaoress: ran Phone Numbe
Suret30g0
Name ifappdmeae.a mpyd the payment bond tsattarhed).Amount of bond:$
Name and atldresr _ vhmna numhar�
lender Name: Phone
3-a*Y)
86
Persons wdhin the State of Florida designated by Owner upon whom notices or other documents maybe served as prodded by Section
7713. 3(1) (a)7., Florida Statutes:
Name:. .. ...-._.. Phone Number
Address: c
In additionwhimself or herself. Ownerdesignates of to receive a copy of the
Uences Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of Person or entity designated by owner.
Expiration date ofrurice ofmmmencemenr (the expiration date may not be before the completion of construction and final payment tothe iy ..
mntraRor, but will he 1 yearfrom the data of recording unless a different date is specified) -
W_,RNING TO OWNER:ANY PAYMENTS MADE BY THE OWNERAFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARE CONSIDERED 40,
IMPROPER PAYMENTSUNDER OIAPTER 713, PART (, SECTION 71113, FLORIDA STATUTES, AND GW RESULT IN YOUR PAYING TWICEFOR LLV
IMPROVEMEIMTO YOUR PROPERTY. A NOTICE OFCOMMENCEMENT MUSTBE RECORDEDANOPO5TE00NTHEJOBSTrE BEFORETHEPRSr
O
RECORDING
NOTCNDTOOMENEMNTNG,CONSULTWITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENTING WORK OR ayj
RECORDING YOUR NOTICE OF COMMENCEMENT. Q �
r— r
Underpenaltyofper)ury 1 clarathatlhave read of Ding notice ofminmencementand thatthe facts stated therein are true to the best of
my knowledge and bel
(signature dG' or Lessee, orOw or less¢e's Amhod7ed 0lficer/Oirettor/Partner/Manager ,^ �, ONERYL FgEEMAN
Notary Public - $late aI Florida
(Signatory's Tldelofice) ` ae MY Comm. Expires Ju11Y. 20IB
(�y Ip� / Commiislon I FF f Pg56]
TheforeWingirutrumentwas'clnowtedged before me this�,dayoi "�%1 ,]01�
By as for
Name of a Type ofauthority(e.g. officer, trustee) Party on behalf of whom instrument was executed
Personally known_ or produced Identification
Pdaftornfti pp''Public-State of Florida)
(Print,Type, orS filp Gom missioned Name of Notary Public) Type of Identification produced_,
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed
contractor who is not licensed to perform the work being done. Your construction must comply with all applicable
laws, ordinances, building codes, and zoning regulations. Initial t . y�i
I understand that the building official and inspectors are not there to design or give advice on how to me
the minimum code. Initial IJ G
I understand that as an owner -builder that any contract disputes -with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I maybe responsible and liable for the
cost of the license. Initial fJc-,1—
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical
cost, which could include loss of wages during recovery from their injury. Initial 00—
To qualify for this exemption under this subsection, an owner must personally appear and sign the buildin
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I fm
understand that any violation of the terms of the ownedbuilder exemption shall be reported by the Building
Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowled ❑
Ifi dayof of20�.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this lq day of 20�
by ^gym , ,,ec-\ who is personally known to me, or who has
LM
LASHAHNAINGRAM
ia��Q�yuy�g w`� ; r , ; s. Notary Public - State of Florida
Si ature of Notary Type or Print Name of Wtary :o; htBkM. Expires Dec 20, 2018
Title: Notary Public Commission Number ;� ollloe,, Commission # FF 177249
Bonded through Nation! Notary Assn.
SLCPDSD Revised 05/152014
I Florida Building Code Online
Page 1 of 2
— Vf
Jim�i
OaM HDYE�eWr',DDMI peMDiYlaj0N5 CDxfARpaM
FWa oEparMtof KIS Home I leg in I User Reglstratlon I Hot Topics I Submit Sumirarge I Stats&Facts
Busines t{pr
Professi 14 USER: Publics ProdUseroval
Regulation
PrnHuc[ Aanmval Hero > Pmdoct or Aooliatfon Seamlh > Anollcalion Us > Application Oetall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
i -
'Equivalence of Product Standards
. Certified By
Sections from the Code
FL16905-R1
Affirmation
2014
Approved
0
ASTA DOOR CORPORATION
4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH, GA 30101
(770) 974-2600 Ext 208
JFRENCH3@ASTADOOR.COM
JAMES FRENCH
JFRENCH3@ASTADOOR.COM
James French
po box 420
acworth, GA 30101
jfrench3@astadoor.com
John Trujillo
4255 McEver Industrial Drive
Acworth, GA 30101
(770)974-2600 Ext 225
jtrojillo@astadoor.com
Exterior Doors
Roll -Up Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
❑ Evaluation Report- Hardcopy Received
Joseph H. Dixon, Jr. P.E.
PE-7768
National Accreditation and Management Institute
12/31/2016
Gordon Thomas, P.E.
❑ Validation Checklist - Hardcopy Received
FL16905 RI COI Certificate of Independence pdf
ANSI/DASMA 108II i
ASTM t 2002
r
https://www.floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDalvBwYu9TrZ... 10/12/2015
I Florida Building Code Online Page 2 of 2
_ 01 affirm that thereare no changes in the new Florida
- -- Building Code which_ affect my produa(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONO ON/A
FL16905 RI CDC 3
Product Approval Method Method 1 Option D
Date Submitted OS/20/2015
Date Validated 05/20/201S
Date Pending FBC Approval
Date Approved 05/21/2015
Summary of Products
FL #
Model, Number or Name
Description
T 5.1
Models 203 and 204 Windlock
Maximum width up to 20'0" wide. Maximum height up to
Commercial Sheet Door
21'0e high.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16905 R3 11 32022 Install Series 203,odf
Approved for use outside HVHZ: Yes
FL16905 RI II 34009 Dwa 607-2-203 022114.odf
Verified By: Certified Testing Laboratories
Impact Resistant: No
Design Pressure: +35.0/-35.0
Created by Independent Third Party: No
Other:
Evaluation Reports
FL16905 RI AE 34009 ER-14-0001 Mod 203.odf
Created by Independent Third Party: Yes
Back Next
contact U :: 194D NekM1 Mamma Street, TalIem,,en FL 32399 Phone, 850 487-1 B24
The State of Florida N a0 AA/EEO emplayer. Conyrinht 2007-2013 Sate of Flmida.:: Pmmac Statement:: AccagailblliW 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.07.1395. *Pursuant to
section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provkle the Department with an email address If
they have one. The mats provided may be used for official communication with the licensee. However email addresses are public retold. If you do not wish fo
supply a personal address, please provide the Department with an email address which can W made avallable th the public. To determine if you are a licensee under
chapter 455, F.S., please dirk b¢al
Product Appr oml Accepts:
�Egg ®0
sccvnL ca,
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZ... 10/12/2015
ASTA Door Corporation
Industrial Drive
4255 MCEver Indust
Installation Instructions_
- 0101
Phone: nQ 974-2
Panne: p7%9744800
_
Models: 201, 201 HD, 202, 202HD, 2039 204 & X5
ASTA Door Corporation 74-1455
Web Site:wowasladoord om
USE ASTA DOOR CORPORATION PARTS ONLY - ALL OTHERS SHALL VOID WARRANTY
IMPORTANT REMARKS1 ALL ASTA PRODUCTS MUST BE
WARNING
INSTALLED BY LICENSED, QUALIFIED PROFESSIONAL DOOR
COMPANY TO QUALIFY FOR OUR WARRANTY. INSTALLATION
WHINIIIIIII
WITHOUT PROPER TOOLS AND KNOWLEDGE CAN RESULT IN
PERSONAL INJURY. THIS PAMPHLET IS DESIGNED TOASSIST
A PROFESSIONAL IN THE INSTALLATION OF ASTA 200 SERIES
o
COMMERCIAL SHEET DOORS. SAFETY IS FOREMOST.
1.22M Stood Week under MM M dw. KOap door lnftffl viveaa fla otCae racuormNalY cWaang.
INSTALLATION SHOULD BE EXECUTED BY LICENSED, QUALIFIED
2. 00 Not aibr ahlidlom to operate th door r aotamaid opram4
DOOR PROFESSIONALS. INSPECT ALL OF THE SHIPPED PARTS
1FAMIrl WOOMMMItsaaatl Ymado byabalood wide PImeerl lmmB paparbojoged boa'
LTo asdd I*wn do not put Rogers Eeauee0 doer mid guides.
AND ACCOUNT FOR EVERYTHING BEFORE COMMENCING ANY
S. Bad owners amtal for your dam and opramrfermon NdomaemL
WORK. FOR QUESTIONS AND TECHNICAL ASSISTANCE, CONTACT
CAUTION: USE CORRECT LIFTING PROCEDURES AND EQUIPMENT DURING
A
ASTA CUSTOMER SUPPORT AT (770) 974-2600.
INSTALL_ATJgVAF THIS PRODUCT TO AVOID INJURY OR DAMAGE.
Be 1 % ,%%H D /I�� DIAGRAM 9 DIAGRAM 4
p
�.•�%GENS
4 f" /'• h WIrrNN N WiirNN
CHAIN tYIP No.7 7— T-
STATE OF
Ia- WNGBETEaM.�am7
% ' O •..r.� .•• Loa
WiaE SEF NalES1EVYMGE•
OR14
,.
/ �i��%(�' �•'•.•,�..•.• G� \\\ DIAGRAM 5 DIAGRAM N
30 s •
/
33-38 / / � y • � �•
N
� j
II S as yN GYNfYN
i `% / � T1���Z � rya• � roe•
DIAGRAN2 � s1? F•.- �s,i+ F•�
WNCIIR��EfE Ofl61A40mir
eIEgWWaW
/ IffAWpMe1R0E
MOUNTING 1a:.1W IXRYa1A0E 'BEENOTE81EPaFA4iE4
(OPTIONAL) DIAGRAM 7 DIAGiIAM e
PrroNu
21
�zo
S� Turv• ; _
tD 4.IDOOR
m
/ OPENING � s, s-
s+n{+-s+a F♦
AOOIL'11WaLNUONG I
ffffff•••••������
MAYBEREa1Ala0 o-`T '•'I
7 'NIfMOEDB(DTIEBS W9imlCNAWoE %1NoU)cKmW RY
PARTS LIST
1
VAJRIES-I
TOP H ET
1
SUPP 'BRACK RH.
6
1
FLAT HER 3WONGLUDWL_
VARIES
AKLF PIPE
32
1 1
PPORTBR4CK LH
57
1
H rN ••1 1 0
3
VARIESPoNG1H
V I
DOOR Gl110
1SGA§ H
50
1 1
aH POCKET WHEEL CI4AM NOW AS50aBLM
D KET 41 NC CE➢
d
VARIES
SPPoNGRH
36
DOORGWD
i S D-RH
59
1-1
5
2 1
SPRWG IXAMPASSEMBLY
95
V
RGUD
1 HEA IX1TKUi
42011 1
A72A'
ROLLER 00JR a41 X &VINGLUDEM
VARIES
BOTi MANGLE
V 1
DOOR GNOE
12GA HEAW W
MASIERLIN UI NCW
IE
MRET
7
RI
DOOq GND
/2GA NINOLOCK-RH
62
] 1
WD®
e
VARIES
RRUGATEOSTEEL SHEET
36
WORG
IOE I2GA VANOLOd(-lH
3
MI
ffiWA5
HIX MEAD BOLT 3R'-1 X7-1 N U DFDI
9
2CKgOD1
REAM SD $TRN GDMMFA IAL'
3
1
NTIN
TES 3/16'SLWOARD• R
66
] t
fLATWASH 3At' N UOE
10
11
26006d-1
3101 1
BULBAR gOT10M WFA7XE EAL
AXLP LUMP
40 10101 MWNfING PLA 16'N WD1177:PAI
MODELS 202 202N0 6 20a ONLY
65
66
7d 01
1
HIXNUr 3/S•-i6 NCLUO
AND CHAIN RETAINER P N D
HAND CHAIN OPEN UNN nNcuacm
12
10102.1
KEEPERPLATF SANDARD2H0 E
6/
62m2 l
13
42MM-1
KEEPER PLATEL EXTENDED 4 HOLE
41 1-1 INSULATI DDUSUE F L
68
®
7-1
4400M-1
OPEM 0 L AL
S OCKET 4fA]2.9' DE
d
M301-1
B T 3/8 46
d2 2 1-1 Mr. TAP 2'
16
7301 1
HEX HEAD BOLT T8'23 3. 2'
43 -i TOP STO 2-12' MOE
7
7
L WA H
16
740104-1
HIXNUT 9R'24
dd -/ ]/B'PETAINEq FOR MB SXS
77
7901p6.1
XIX HEAD BOLT 3A7'-76X1-12' WDE
17
7d0109-1
HE%NUf 3la'-1fi
d5 11-1 2'JAMfi BRI15N SEAL
72
]501011
FLATWASH M 2NMUG2
16
FIAT WA$HE
20382W ONLH79
]40f03-1
HIXNU '-16 N D20
1
KW75H RMODELS
a
DOpRSTOP LIFT LIP
46 5 1-1
47 T /01-1R'rFF�:..m.."`"•'S,`.
NOLO UP MINE
21
SUDEBOLT IX
S M SID BDLT 1/d••20
4B 2705 -1
NOL B PlA7E MME
23
740201A
SEIF IOCKINGN 7R'-20
Td 7 @-1 H4X1 GU
2d
750101-1
FIMW H 12'13R
1MOODJAM�
•
25
d01 1
N 5/16'-1
49
50
1031
6201 5-i
k1 WNEEL CHAIN N015 Lk
DHNESP 41 CLL
26
410102-1
met, 14
75 7 1
D lAG
27
620300.1
M (X HAND
1
42p1 3-1
NASTER UNN>4 sNCLUDE
T6 ]30/02-1
LAG Sc 2•
2S
1
NANO
2
LUOE
29
750104-1
FIAT WASHE 1•]/Ifi'
S3
2fiW7 -
,.x1.9
B CLUD
m
mtxiwd
12-umum EM LYW/B G
56
5020 -1
W/SH R CLIID
7B GUI N P
5
t fi-
HIXHEAD BOLT 32'-1 1.12' CL E
7601@ 1 SLF CH itl41&4
GUIDE aB
w
A CAUTION: DO NOT REMOVE THE PLASTIC HANDS WHICH HOLDS THE DOOR IN A ROLL, YOU WILL BE TOLD AT A
LATER71ME W HEN TO REMOVE IT. NO GUARANTEE W ILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE MANUFACTURER
IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN.
PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING.
STEP #1 - PREPARATION
A. CHECK THE HEIGHT AND WIDTH OF THE DOOR OPENING.
B. CHECK IF THE DOOR JAMBS ARE PLUMB.
C. CHECK IFTHE FLOOR AND HEADER ARE LEVEL
D. CHECK THE DIMENSION PANEL FOR SIDE ROOM
AND HEAD ROOM REQUIREMENTS. (SEE DIAGRAM 9)
CEILING — DIAGRAM 9
DOORSUPPORT
f fT� BRACKETS
ILJI
HEADER
SEE � SEE
A2
Al OPENING p2 III_
WIDTH
CLEARANCE REQUIREMENTS
(HEADROOM)
HEIGHT
X
I Y
Z
UP TO 8'-0
20'
9-1/2'
10'-1/2
UPT0101-0
21°
10,
11'
UP TO 16'-0
23'
71'
12'
UP TO 20'-0
24'
12.1
12'
DRIVE TYPE
Al
A2
PUSH-UP/ROPE
6'
6'
POCKET WHEEL REDUCTION GEAR
9'
6-
ELECTRIC OPERATOR
S.
6'
NOTE
• DOORS WITH HEAVY DUTY GUIDES, ADD V TO Al AND A2 DIMENSIONS.
• ALL WINDLOCK DOORS, ADD V TO Al AND A2 DIMENSIONS.
STEP #2 - INSTALL SUPPORT BRACKETS
A MARK THE HORIZONTAL (Al & A2) OF THE SUPPORT BRACKETS
(31-32).
B. MARK THE VERTICAL DIMENSION OF THE SUPPORT BRACKET
(DIMENSION -Y-) BY USING ATRANSIT OR WATER LEVEL.
THE DOOR MUST BE LEVEL
C. DRILL HOLES AND FASTEN THE BRACKETS WITH THE PROPER
WALL FASTENERS REQUIRED TO OBTAIN A SOLID MOUNTING.
USETHROUGH BOLTS ON SOFT BLOCK OR BRICK
VERIFY THE MINIMUM HEADROOM REQUIREMENT, DIMENSION
X' IF INSUFFICIENT LOWER THE BRACKETS UNTIL'Z' IS
OBTAINED. IF THE BRACKET IS LOWERED BY MORE THAN 2'
THIS WILL REDUCE THE OPENING HEIGHT. THE GUIDE HEIGHT
SHOULD ALSO BE REDUCED ACCORDINGLY.
NOTE
• DOORS WITH HEAVYDUTY GUIDES, ADD 1' TO Al ANDyLI�,
• ALLMNOLOCIK DOORS ADD V TO Al AND A2 DIM
F� ^I`
• NOTE PROPER BRACKET LOCATION AND PROVID[I=AARPl ;
STEP #3 -
A. INSTALL ROPE (IF EQUIPPED) AS
1. THREAD I/4'ROPE THROUGH
OMANGLE -10,
B. INSTALL THE 4:1 POCKET WHEEL REDUCTION GEAR CHAIN HOIST
OF EQUIPPED) AS FOLLOWS:
1. INSTALL DRIVE SPROCKET (50) ON PREFERRED SIDE USING
WE' X 1 12- HEX BOLT. (55) AND 3/8' LOCK WASHER (54
2. REMOVE SPRING CUP ON DRIVE SIDE AND DISCARD.
SLIDE l' NYLON SPACER (53) ONTO DOOR AXLE.
3. SLIDE POCKET WHEEL ASSEMBLY (49) ONTO DOOR AXLE AND
ALIGN SPROCKETS PARALLEL TO EACH OTHER
4. CONNECT DRIVE CHAIN S52) AROUND BOTH SPROCKETS USING
THE MASTER LINK PROV DED.
S. AFTER DOOR TENSION HAS BEEN ADJUSTED (STEP 6),
TIGHTEN SETSCREWS ON POCKET WHEEL ASSEMBLY.
DRIVE
ASSEMBLY
DRUM DRIVE
(50)
WHEEL SPROCKET
(30) (50)
SET
SCREW—�
0
r
®0
DOOR
0 DRIVE
SHAFT
CHAIN
NYLON
('52)
SPACER
0
(53)
HAND
CHAIN —
(67)
POCKET WHEEL
ASSEMBLY (49)
C. INSTALL THE 8:1 POCKET WHEEL REDUCTION GEAR CHAIN
HOIST OF EQUIPPED) AS FOLLOWS
1. INSTALL DRIVE SPROCKET (69) ON PREFERRED SIDE USIN33/8- -16 X
1-12' HEX HEAD BOLTS (63), 3/B' LOCKWASHERS (62). 3/8'
FLAT WASHERS (64), & 3/8--l6 HEX NUTS (6u`) PROVIDED.
2. DO NOT REMOVE THE SPRING CIAMr (51 OR FLAT WASHER CM
THAT HOLDS DOOR IN POSITION ON DOOR AXLE.
3. SLIDE POCKEfWHEEL ASSEMBLY(58) ONTO DOOR AXLE AND ALIGN
SPROCKETS PARALLEL TO EACH OTHER.
4. CONNECT DRIVE Q-IAN (60) AROUND BOTH SPROCKETS USING THE
MASTER LINKPROMDED.
5. AFTER DOOR TENSION HAS BEEN ADJUSTED (SEEP 6), TIGHTEN SET
SCREWS ON POCKET WHEEL ASSEMBLY.
bvhuL;
DRUM DRIVE
ASSEMBLY
/-- WHEEL SPROCKET
DIAGRAM 12
(59)
(30) (59)
SET—�
SCREW
®
0DOOR
o
0SHAFT
DRIVE
CHAIN(60)HAND
&31,32
CHAIN —
i6�
i►C17Dlrl EN, L:t• rx�INSTALL ELECTRIC OPERATOR KIT OF EQUIPPED) AS FOLLOWS.
INSTALL E.O.... SPROCKET (69) TO THE END DRUM OF DOOR OI
� 68 � PREFERRED SIDE USING 3/8' X 1 1/2' HEWI),
:T,R(�gID IN THE°CjiER OF •� 3/8° NUTS (73) AND3/8' LOCK WASHER SLIDE FLAT ROUND WASHERDIAGIA 0 (29) AND SPRING CLAMPW ASSEMBLY (5) ONTO DOOR
• ��, SCREW WITAXELANDSH LAMP ANDURESET
OF THE END DIRUMBEARING
/V
STEP #4 - POSITION DOOR ASSEMBLY
A PLACE T14EAXLE CLAMP (11) ONTO DOOR SUPPORT BRACKET.
UFT THE DOOR ASSEMBLY UP ONTO THE SUPPORT BRACKET.
(SEE DIAGRAM 14).
NOTE POSITION THE DOOR AS CLOSETO THE HEADER AS
POSSIBLE ALLOW ROOM TO SPIN THE DOOR. DO NOT
ALLOW THE DOOR CURTAIN TO SCRAPE THE HEADER.
DO NOT USE FORKLIFTS OR GENIE LIFTS WITH
UNPROTECTED ARMS/FORKS THIS CAN CAUSE
IRREPARABLE DAMAGE TO DOOR CURTAIN.
STATE
STEP #5 -
A MANUAL PUSH-UP/ROPE DRIVE: "If-''+IVAL ';
1. PLACETHE AXLE CLAMP(11) ONTO HORIZONTAL MEgi1
THE SUPPORT BRACKET 1,32) AND UNDER THE DOOR
2 PLACE 3M' U-BOLT (14) OVER DOORAXLE AND THROUGH
AXLE CLAMP.
3. FASTEN U-BOLT USING 3/8' NUT (17), 318- FLAT WASHER (18) AND
3/8' LACK WASHER (19) ---TIGHTEN SECURELY.
S. DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE
CHAIN HOIST AND EO KITS.:
1. PLACE THE AXLE CLAMP (11) ONTO THE SUPPORT BRACKET
(31.32) AND UNDER THE DOOR AXLE.
2. RACE AXLE CLAMP (11) AND STANDARD KEEPER
PLATE (12) ON TOP OF THE DOOR AXLE AS SHOWN.
3. FASTEN AXLE CLAMPS AND STANDARD KEEPER PLATE
TOGETHER USING 3/8' X 312' HEX BOLTS (15).
3/8' LOCK WASHERS (19), 3/8' FLAT WASHERS (18). AND 3/8'
NUTS (FINE THREAD) 06) - TIGHTEN SECURELY.
- REQUIRES A MINIMUM OF 40 L13S.... TORQUETO
PROPERLY SECURE HARDWARE.
C. NON -DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE
CHAIN HOIST AND EO KITS:
STEP #6 - PRE -TENSION SPRINGS
A. INSTALL CHAIN CUP (66) APPROXIMATELY 4'0- ABOVE FLOOR
ON CHAIN OPERATED DOORS. INSTALLATION MUST BE SECURE
S. APPLY PRE -TENSION TO THE SPRINGS BY ROTATING THE DOOR
TWO (2) TURNS IN A FORWARD DIRECTION (SEE DIAGRAM 16).
THE BOTTOM ANGLE IS TO BE IN A 6 O'CLOCK POSITION.
OF
REPEAT STEP C IF ADJUSTMENT IS NECESSARY.
LESS TENSION
MORE TENSION
STEP #7 - CUT THE BANDS
THE DOOR IS NOW UNDER TENSION. BEFORE CUTTING
THE BANDS, TAKE HOLD OF THE DOOR ROLL BY THE
BOTTOM ANGLE.
A. CUT THE BANDS AND BRING THE CURTAIN DOWN NO FURTHER
THAN 1/4 THE HEIGHT OF THE DOOR OPENING.
SECURE CHAIN OVER THE CHAIN RETAINER OR WEDGE A WOOD
PROP BETWEEN THE BOTTOM ANGLE AND THE DOOR ROLL TO
PREVENT UPWARD TRAVEL
STEP #8 - INSTALL DOOR STOPS (LIFT CLIPS)
AND SLIDE BOLT LOCKS
A INSTALL THE DOORSTOPS (20) AND THE SLIDE BOLT LOCKS (21)
5/116' NUT (25), AND 11//4'S EFLFF LOCKING NUT (23) PER SIDE.114' FLAT (24),
B. ELECTRONICALLY OPERATED DOORS STILL REQUIRE
DOOR STOPS (LIFT CLIPS) TO BE INSTALLED.
NOTE
1. PLACEAXLECLAMP(11) ONTO THE SUPPORTBRACKET
PROTRUDING FROM p
(31,32) AND UNDER THE DOOR AXLE.
THE SELF
25
2. PLACE 2 AXLE CLAMPS (11) AND EXTENDED KEEPER PLATE (13)
NUT LOOKING
BE
REMOVED TO A
Q
ONTOP OF THE DOOR AXLE AS SHOWN.
FLUSH POSITION
3. FASTEN AXLE CLAMPS USING 3/8' X 312' HEX BOLTS (15).
WITH THE SELF LOCKING
v
3M' NUTS (FINE THREAD) (16), 3/8' PLAT WASHERS 08),
SM' LOCK WASHERS (19) TO ATTACH EXTENDED KEEPER PLATE
NUT TO PREVENT DOOR
FROM HANGING UP ON THE
0
(((( j
wo
AS SHOWN. TIGHTEN SECURELY.
HEAD STOPS. CLAMP
A PAIR OF VICE GRIPS ONTO THE
STEP #9 - INSTALL DOOR GUIDES
A THE HEAD STOPS ON THE GUIDES SHOULD BE NO MORE
THAN V HIGHER (TO BOTTOM OF STOPS) THAN THE DOOR
HEADER. IF NOT, CUTTHE BOTTOM OF THE GUIDES TO MATCH
YOUR OPENING HEIGHT AND RELOCATE SLIDE BOLT NOTCH
AT BOTTOM OF GUIDE.
S. MODELS 201, 201 HD, 202, 202HD, 205: RAISE THE DOOR
CURTAIN SO THE BOTTOM ANGLE IS APPROXIMATELY 3' BELOW
THE HEADER. SLIDE THE GUIDE OVER THE DOOR CURTAIN AND
POSITION AGAINST THE DOOR OPENING ALLOWING 3/8'
CLEARANCE FROM EDGE OF CURTAIN TO INSIDE THE GUIDE.
INSTALL THE TOP FASTENERS, LOWER
CURTAIN INTO GUIDES SLOWLY.
H.
6'
C. MODEL 203, 204: USE THE SAME Hr ua
PROCEDURE AS ABOVE ALLOWING .p 7 '
1/4' CLEARANCE BETWEEN CURTAIN Q 1AND THE WIN DLOCK SPUR. BE SURE
THERE S SUFFICIENT CLEARANCE FOR THE owo,
WINDLOCK CLIPS TO ENTER THE GUIDES. if. ss
D. FOR'WINDLOAD CERTIFIED DOORS' REFER TO SHOP /
DRAWING FOR FISTENERIANCHOR TYPE AND FREQUENCY.
E SPRAY SILICONE LUBRICANT IN GUIDES FOR EASE OF
OPERATION. P,
HERE
r" _ STEP #12 -INSTALL JAMB BRUSH SEAL I
Cry �; ✓p
7
i
NOTE DOORS ORDERED FOR CONCRETE/MASONRY APPLICATIONS
WILL INCLUDE 1/4' X 1-3/4' TAPCONS (77) FOR GUIDE
INSTALLATION. BLOCK CLIPS WELDED TO BACK OF GUIDE
FOR CONCRETE/MASONRY APPLICATION ARE OPTIONAL ON
MODELS 201, 201 HD, 202, 202HD AND 205. BLOCK CLIPS ARE
STANDARD ON CONCRETE/MASONRY APPLICATION ON ALL
MODELS 2D3 AND 204.
STEP #1D - CHECK AND ADJUST BALANCE
IF DOOR LOWERS EASILY AND RAISES HARD, MORE TENSION IS
REQUIRED. IF THE DOOR LOWERS HARD AND RAISES EASILY, LESS
TENSION IS REQUIRED. (SEE DIAGRAM 17)
CAUTION FOR ALL DOOR DRIVES: BEFORE ADJUSTING THE
SPRINGS, PULL THE DOORS INTO THE UP POSITION.
SECURE THE DOOR BY THE FOLLOWING METHODS:
1. TIE A ROPE AROUND THE DOOR ROLL
2. PLACE A CLAMP AT THE TOP OF THE GUIDE CHANNEL TO
SECURE THE CURTAIN IN THE GUIDES.
WHEN THE AXLE CLAMPS ARE LOOSENED, THE SPRINGS
WILL BE VERY STRONG YOU WILL NEED TWO PEOPLE TO
ADJUSTTHE DOOR TENSION SAFELY.
1. EACH PERSON SHOULD FIRMLY PLACE A LARGE PIPE
WRENCH ON THE AXLE (SEE DIAGRAM (17). LOOSEN THE
AXLE CLAMPS AND PULL DOWN FOR MORE TENSION AND
UP FOR LESS TENSION. FOR POCKET WHEEL REDUCTION
DRIVE DOORS, REMEMBER TO LOOSEN SET SCREWS
PRIOR TO ADJUSTMENT AND RETIGHTEN SECURELY
AFTER ADJUSTMENT.
2. RETIGHTEN THE AXLE CLAMP HARDWARE.
3. REPEAT ABOVE STEPS IF FURTHER ADJUSTMENT IS
NECESSARY. BEGIN AT STEP 6B.
STEP #11 -Top DRAFT STOP
A TOP DRAFT STOP COMES STANDARD WITH MODELS 202.
202HD AND 204 INSULATED DOORS.
ALL OTHERS MODELS OPTIONAL
B. PULL DOOR DOWN AND LOCK. GO OUTSIDE AND MARK A
LINE ON THE DOOR CURTAIN AS SHOWN (SEE DIAGRAM 20)
C. RAISE DOOR 2'6' FROM FLOOR, OR UNTIL
MARK IS ACCESSIBLE PLACE TOP DRAFT STOP (43)
IN POSITION AS SHOWN AND SECURE WITH TEK
SCREWS STRETCH RUBBER SLIGHTLY AND SECURE
OTHER END. LOCATE AND INSTALL THE REMAINDER
OF TEK SCREWS AT 12' O.C.
-RETAINER
A 7/8' ALUMINUM RETAINER AND 2' BRUSH COMES
STANDARD WITH MODELS 202, 202HD AND 204.
SERT BRUSH INTO RETAINER. LINE UP RETAINERS ALONG
MB SO THAT BRUSH SEAL FILLS THE DOOR CORRUGATION
EN DOOR IS IN THE CLOSED POSITION. ATTACH RETAINER
TO JAMB USING APPROPRIATE FASTENERS AT 6' FROM
FLOOR AND HEADER AND 24' CENTERS MINIMUM.
SERVICE AND MAINTENANCE HINTS
THE FOLLOWING HINTS WOULD HELP YOU TO OBTAIN FREE OPERATION.
1. DOOR CURTAIN DRAGS IN GUIDES.
A CHECK THAT DOOR SUPPORT BRACKETSARE PLUMB.
B. ADJUST LOCATION OF GUIDES FOR 3/8' -1/4' SIDE
CLEARANCE, TOP AND BOTTOM.
C. DOOR DRUM ASSEMBLY MAY BE SET TOO CLOSE OR
TOO FAR FROM WALL. NOTE SLOTTED BRACKETS FOR
ADJUSTMENT.
D. CHECK GUIDES FOR FOREIGN MATTER SUCH AS DIRT, ETC.
E CHECK FOR DAMAGED GUIDES.
F. ADJUST LEAD-IN BEND AT TOP INSIDE OF GUIDES.
2. DOOR OPERATES HARD IN ONE DIRECTION
A CHECK ALL THE ABOVE POINTS.
B. RE -CHECK STEP NO. (10)
& CHAIN JUMPS OFF CHAIN GEAR
A. CHAIN GUIDE COULD BE BENT OUT OF ALIGNMENT WITH
CHAIN WHEEL
S. CHECK FOR DEFECTS IN POCKET WHEELOR CHAIN.
C. ON ELECTRIC OPERATOR DOORS OR 'POCKET WHEEL'
REDUCTION GEAR DOORS, CHECK FOR SPROCKET
ALIGNMENT AND PROPER CHAIN TENSION. ALSO CHECK
THAT SET SCREWS ON POCKET WHEEL ASSEMBLY ARE
SECURELY FASTENED.
4. DOOR DOES NOT CONTACT FLOOR LEVEL
A. USE SPIRIT LEVEL TO CHECK WHETHER DOOR OR FLOOR IS
OFF LEVEL IF DOOR IS OUT OF LEVEL, PROCEED TO CHECK
THE FOLLOWING POINTS:
S. CHECK IF 'SUPPORT BRACKETS' AND GUIDES ARE LEVEL.
C. IF'A' AND'B' CHECK OUT, ROLL DOOR ALL THE WAY UP AND
DOWN. SEE IF CURTAIN ROLLS UP STRAIGHT ONTO DRUMS.
END OF DOOR SHOULD BE SQUARE IF CONE SHAPED, GO TO
SEC. 6.
S. DOOR DOES NOT ROLL UP STRAIGHT
A CHECK ALL POINTS IN SEC. 1.
S. AN ALTERNATIVE SOLUTION TO CORRECTTHE fbNIN[a ,
C.
D. PROCEED TO STEP 9 TO
E. IF PROBLEM PERSISTS,
Florida Building Code Online
Pagel of 5
WaD2p rIme0td SCIS Home I log In I User Registradon Hot Topics I submit S..harye I Stats&Ncfs
Business tgt
Profess& l .g 2 usea:rumm Approval
Regulation
'®" ProdvttApproval Mem> Produccor Application Seemin > Acolicstion List> Applicatlon Detail
_ 0;50,61
rl.
peMl Nopel Aggrt'ggrp 08PAUiY1310tb' COIITACrpeM,
FL # FL17996
Application Type New
Code Version 2014
Application Status Approved
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixirdmc.com
Randall Yarberry
ryarberry@elixirdmc.com
PTC Product Design Group
PO Box 520775
Longwood, FL 32752
(321) 690-1788
Info@ptc-mrp.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
Year
2002
Method 1 Option A
0//2015
09/01O1/2015
https://www.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2... 10/12/2015
Florida Building Code Online
Page 2 of 5
Date Approved 09/07/2015
Summary of Products
Go to Page = a
0 0 Pagel/20
FL #
Model, Number or Name
Description
17996.1
Series 202-20S Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 ROC CAC EXR 202-20S Vertical I'd r A TM
E330 olus5.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other:
Installation Instructions
FL17996 RO II ELIX0034 Rey A Series 02-20S SS off
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1642 R v3 415-0705 ss.Ddf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RO C CACXR 230 W9 CottaaeASTM E330
to us5.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/201B
Other:
Installation Instructions
FL17996 RO II ELIX0033 Rev A Series 230 W9 SS Ddf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO Ali PER 1642 RevRev3 415-0705 ss odf
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 14"44" Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 402-14 E330 olus5 Ddf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other:
FL17996 RO 11 FLIX0050 R V-A OS MODEL 40 -14 ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AF PER 1951 R via 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 402-20S E330 olus5 odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RO II ELIX0051 R V-A OS MODEL 40 -
20S ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Rev1a 415-0705 ssndf
Created by Independent Third Party: Yes
17996.5
Series 407
Vinyl Steel Out -swinging Regular Door - Blank (no window)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RO C CAC EXR 407 E330 olus5.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 RO II ELIX0052 REV -A OS MODEL 407 ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
17996.E
Series 430 W9
Vinyl Steel Out -swinging Regul i o
x TO")
Ltm
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2... 10/12/2015
Florida Building Code Online
Page 3 of 5
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CACXR 43Q-Wg E330 plus5,vdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other:
FL17996 RO II ELIX0053 REV -A OS MODEL 430-W9 ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revia 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impact Inswing Painted Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 6400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other:
FL17996 EL v E WITH
STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 1
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Adjustable Threshold
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL179 6 RO C CAC EXR 7500 Oval 21 adiustable
threshold E330 olU55.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +34/-50
09/17/2019
Other:
Installation Instructions
FL17996 RO II ELIX0055 Rev -A IS MODEL 7500 OVAL 21
WITH ADJUSTABLE THRFESHOLD ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1955 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door and PVC Jambs
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 7500 Oval 23 E330 olus5.odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RO 11 ELIX0060v
OVAL WITH STORM DOOR ss. adf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1955 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.10
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door w/Stomr Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 8400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +501-50
Installation Instructions
Other:
FL17996 RO II ELIX0057 Rev -A IS MODEL 8400-W9 OVAL
WITH STORM DOOR ss.ndf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
0 AE PER 1954 Rev2 41 7
Created by Independent Third Party: Yes
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl laminated Steel Door
w/Storm Door
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL17996 RO C CAC EXR 9000 E d
Quality Assurance Contract Ex r 0' e
09/16/2019 i
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions 7, J
_' kttif
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2... 10/12/2015
Florida Building Code Online
Page 4 of 5
Design Pressure: +50/-50
FL17996 RO II ELIX0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR =_s.odf
Other:
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1954 Rev2 415-0705 ss,pdf
Created by Independent Third Party: Yes
17996.12
Series 9400 Cottage
Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel
Door w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR 9400 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 RO 11 ELIX0059 Rev-AODE
COTTAGE W. STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1954 Rev2 415-0705 ss.Ddf
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR AFIF7N E330 olus5 odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RO 11 ELIX00407 B F7N RevA
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1952 Rev2 415-0705 ss odf
Created by Independent Third Party: Yes
17996.14
Series AFOF7N
Series AFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR AFOF7N E330 olus5.udf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FL17996 RO Il ELIX0042AF F7N BFOF7N RevA
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1952 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR AVIF7N E330 olusS.Ddf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
04/05/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 RO It ELIX0047 AVIF7N-BVIF7N Re
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1953 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.16
Series AVOF7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR AVOF7N E330 0l us5.odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
04/06/2020
Design Pressure: +21/-21
Installation Instructions
Other:
FL17996 RO II ELIX0048 AVOF7N-BVOF7N RevA ss.Ddf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
7 0 0 s d
Created by Independent Third Party: Yes
17996.17
Series BFIF7N
Series BFIF7N Non -Impact IS D
Limits of Use
Certification Agency Certific
Approved for use in HVHZ: No
F 6 ' f
_
Quality Assurance Contract Ex J kattptMate
Approved for use outside HVHZ: Yes
https://www.floridabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQwtDquTIuhTgK2... 10/12/2015
Florida Building Code Online
Page 5 of 5
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other:
FU7996 RO II ELIX0040 8FIF7N-BFIF7N RevA S<dt
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1952 Rev2 415-0705 ssodf
Created by Independent Third Party: Yes
17996.18
Series BFIF7S
Series BFIF7S Non -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR BFIF7S E330 olus5 odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/15/2019
Design Pressure: +381-38
Installation Instructions
Other:
FL17996 RO II ELIX0046 BFIF7S RevA ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FLA7996 RO AE PER 1952 Rev2 415-0705 ss odf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR BFOF7N E330 olus5 odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
04/06/2020
Design Pressure: +30/-30
Installation Instructions
Other:
FL17996 RO II ELIX0042 AF0F7N-BF0F7N RevA s. f
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1952 Rev2 415-0705 ss odf
Created by Independent Third Party: Yes
17996.20
Series BVI63S
Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RO C CAC EXR BVI63S E330 oius5 odf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 RO 11 EOX0061 6VI63S RevA ss ndF
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 2244 Rev2 415-0705 ssodf
Created by Independent Third Party: Yes
Go to Page = a
Bark Nert
® 0 Pagel/20 G
Called US N 19Q North Mome, Street Tallahassee 32399 Phone: 850-487-1824
The state of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Pdvacy Statement :: Acressiblilty 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 mall to this entity. Instead, mnUd the of0ce by phone or by traditional mail. It 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 emalls 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 publk. To determine If you are a licensee under
Chapter 455, F.S., please dirk be¢-.
produR Approval Adepts:
M F�_] a- M
CfeditSArFE
https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2... 10/12/2015
INSTALLATION ANCHORAGE DRAWING
GENERAL NOTES:
INSTALLATION NOTES:
L. EPROOUCTANCHORAGESHOWNHEREINIS DESIGNED
SANAREASWHEREWINDBORNE DEBRIS PROTECTION
1.ONE (1) INSTALLATIONANCHORIS REQUIREDATEACH
TOCOMPLYWITHTHECIIRRENTEOMONOFTHE
REQUIREMENTS EXIST, USE OFAN IMPACTPROTECTNE
ANCHOR LOCATION.
FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRESSURE(S) STATED HEREIN.
PRODUCTHEREIN.
ARE THE MINIMUM NUMBER OF ANCHORS MO MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
la. THE PRODUCT DETAILS CONTAINED HEREIN ME BASED
6. FRAME MATERIAL: ALUMINUM ALLOY 6063-TS
UPON SIGNED AND SEALED TEST REPORT DALLAS
DOOR PANEL MATERI/U:AD MIL VINYL LAMINATED
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
LABORATORIES, INC. 144278 AND ASSOCIATED
GALVAN12ED STEEL.015'SKIN W/ URETHANE FOAM CORE.
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
LABORATORY STAMPED DRAWINGS.
SHIM SIZE OF V4INCH. SHIM WHERE SPACE OF 1116INCH
7.DESIGNATIONS 'X' STAND FOR THE FOLLOWING:
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
1 ADEQUACY OF THE EXISTING STRUCTURAL 23( FRAMING
X: OPERABLE PANEL
OF HIGH DENSITY PLASTIC OR BETTER.
CRSTEELFRASIWG ASAMAINWIND FORCE RESISTING
O: FIXED PANEL
SYSTEM CAPABLE OF WRT4STAMYNG AND
4. ANCHORS FOR INSTALLATION INTO W00D FRAMING OR
TRANSFERRING APPLIED PRODUCT LOADS TO THE
B. HARDWARE:
140A MINIMUM STEEL FRAMING SHALL BEAS SHOWN IN
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A HALF HINGES: (4) BOOSTS EXTRUDED ALUMINUM
'ANCHOR SCHEDULE -THIS SHEET.
ORARCHITECT OF RECORD.
B. LATCH LOCK: KEYED
O DEADBOLT:SINGLECYLLNDER
3.1X AND2X BUCKS (WHEN USED) SHALL BE DESIGNEDAND
ANCHCREDTOPROPERLYTRANSFERALLLOADSTOTHE
O.SEESHEEFIFORDESIGNPRESSURECRART.
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE. IFSITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
DESIGN PRESSURERATING(PSF)
IMPACTRATING
WHEREWATERINFILTRATION
WHEREWATERINFILTRATION
REQUIREMENTISNEEDED
REQUIREMENT IS NOT NEEDED
NONE
^
H0.0146.0
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
r
5. MINIMUM EMBEOMENTAND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO CC
STUCCO, FOAM, BRICK VENEER AND SIDING. b
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURERS
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
W
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
'ANCHOR SCHEDULE' THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANTMATERIAL
G
OR HAVEA CORROSION RESISTANT COATING.
O
�+ a
0
p
Q
ANCHORSCHFDULE
DOORRLUAE
MANUFACTURER
EMBEWENT
EDGE
ANCHOR CAPACITIES
SUBSTRATE
TYPE
TYPE
SIZE
ANDIOR
Hl
(�
S
DISTANCE
BASSOON
SPECIFICATION
I1Na
SHEET
MIN.3
METAUSTEEL
TUBA 14GA
FIN(Z-BAR)
PAID HEAD
NO.8
ASME B18.6-4
PAST INS DE
318"
MN. 33 KSIYIELD
MN
(TAPPWGSCREVO
SURFACEOF
STRNEGTH
THICKNESS
SUBSTRATE
ANSI B18.6.1
2XINOOD
(MOD SCREW)
HOOD Wit AMNINUM
FRAMING
FIN(Z-BM)
PAN HEAD
NO.8
OR
1'
12'
SPECIFlCGRAVRYOF
ASME B78.6A
OA2.
(TAPPING SC
NOT4
1) FOR WOODORTA RING SCREWS IFSRITT84G G A CON(EW4, DRLL 0.0W PLOT HOLE (DRLL SLZE45).
2) EDGEDGTANCEMFASURED FROM SniERSDEOFANCHORTO EDGEOFSUBSTRATE
Robert J. Amowso. P.E.
FL P.E. No. 48752
11/16' MAX. O.
FRAME WIDTH
34 3/4' MAX.
DOOR PANEL
WIDTH
III-- 70' MAX. m I � Ir PJ
3' MAX. (TYP.) 3' MAX (TYPJ
4' MAX.
79
MAX.
FRAME
314' 78
O.A.MAX
DOOR
G
3/4' 4
E
4
X
LOCK ASSEMBLY (REGULAR DRIVE-IN)
4 IS LOCATED APPROX. 38' ABOVE
E BOTTOM OF DOOR LEAF AND THE DEAD
4 BOLT ASSEMBLY APPROX. 42' ABOVE
O
HEIGHT
PANEL
BOTTOM OF DOOR LEAF. SEE STRIKE
HEIGHT
DETAILS THIS SHEET
42'
38'
r 4' MAX. (TYP.)
ELEVATION
EXTERIOR VIEW
#S x 2 1/2' WOOD
#8x 12' ' SCREW
SCREWS
l 1
ENTRY DOOR
STRIKE DETAIL
woou vR.�mecuasrure
HALF HINGES W/
#S X 34' SCREWS
(TYP.)
SCREW MUSTING B SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE(3) THREADS
MINIMUM BEYOND STEEL
— TUBE.
ENTRY DOOR
STRIKEDETAIL
sr¢LT WGsues M
IT MAX.
O.C. (TYP.)
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10' MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10' MAXIMUM O.C.
9
a
O
Q z
z
E w )—^OO
Pal no
J,
� 0J
W
w o �o
N O0 Zr
w zE
0 p J5J
r:1 Jz
Z
Q oS
(Y 0
FL P.E. No. 49752
D191WIlysiped
by RobenJ.
Amoruw
09:50.06-"W
1' MIN. EMBEDMEP
2X WOOD FRAME
(BY OTHERS)
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
INSTALLATION ANCHOR
112' MIN.
EDGE DIST.
1/4' MAX SHIM
INTERIOR
%� VERTICAL SECTION
WOOD FRAME SUBSTRATE
EXTERIOR INTERIOR
SEALANTTAPE TO BACK
SIDE OF MOUNTING FINS
2X WOOD FRAME
(BY OTHERS),
iwlAUm451=7495Idd
A VERTICAL SECTION
WOOD PRAMS SUBSTRATE
SHIM
1l2' MIN.
a
m
THREE(3)THREAD a
MIN. PENETRATIOINSTALLATION ANC OR 6 �'
a
SEALANT
OF MOUNTING FlN EDGE DIST. "
14 GA MIN. SQUARE
STEEL TUBING (BY
OTHERS)
EXTERIOR I INTERIOR
C7 J y
FwIJU Z
Ca pUQ, s~i1N � ]
VERTICAL SECTION '� w o �o
u STEEL TUBBIG SUBSTRATE N 0 z�
Q
0 ~ 00
C, .52
EXTERIOR
INTERIOR
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
Robed J. Amoroso, P.E.
FL P.E. No. 49752
3/8' MIN.
Digitallysigned
SEALANT TAPE TO BACK
EDGE DIST.
lby RobertJ.
SIDE OF MOUNTING FIN
#8 TAPPING SCREW
^,,,, Amoroso
y`•„"-"a DN: m=Roberti.
,�v/,�+FS
THREE (3)THREAD
INSTALLATION ANCHOR•)?
utuso,o,
i,pµ�� you=PTC Product
MIN. PENETRATION
$ / Design Group,
Rmai=iuDert@pt
VERTICAL SECTION
«n vcom; r-U5
L
015 .05
STEEL TUBBIG
SUBSTRATE
3mlB-0a'99'
0?SR1
mw
1/4' MAX
12' MIN. EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
INTERIOR INTERIOR
EMBEDMENT /
SEALANT TAPE —BACK EXTERIOR EXTERIOR
SIDE OF MOUNTING FIN
E 1 HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
3/8' MIN. EDGE DIST
M TAPPING SCREW
INSTALLATION ANCHOR
\
T�
THREE (3) THREAD J
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
14 G0. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
HORIZONTAL SECTION
STEEL TUB WG SUBSTRATE
a
�
5
1/4'MAX SHIM
0
o
12' MIN. EDGE DIST.
a
WOOD FRAME
(BY OTHERS)
tl
�&
WOOD SCREWSON
<
kl#NB�TAULATiANCHOR
#8X3/4'SMS�
I
''MIN.
EMBEDMENT
a
E
BE TAPE TO BACK
m
W e
SIDE OF MOUNTING FIN
m
� V
y
W W p
O W
SECTION
O
(�>HORIZONTAL
WOOD FRAME SUBSTRATE
O
Q o
14 GA. MIN. SQUARE
STEEL TUBING (BY
J 3/8' MIN. EDGE DIST.
OTHERS)
INTERIOR
INTERIOR
#8 TAPPING SCREW
18 X 3/4' SMS
INSTALLATION ANCHOR
THREE (3) THREAD
MIN. PENETRATION
EXTERIOR
EXTERIOR
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
v
HORIZONTAL SECTION
STEEL TUBPIGSUBSTRATE
RoBertJ. Ammom. P.E.
M��
MOORE AND ASSOCIATES
^ ENGINEERING AND CONSULTING
20 May 2015
Bennett Building Systems, LLC
1660 Dixon Airline Road
Augusta, GA 30906
Attn: Mr. Tanner Dant
1 009 East Avenue
North Augusta, SC 29B41
Phone: CB033 279-7799
Fax: 1803) 279-384S
www.MandA-ino.com
RE: Mr. William Thompson
20'-0" Wide x 25'-0" Long x 10'-0" Eave Height Enclosed Building
5505 Winter Garden Parkway, Ft. Pierce (St. Lucie County), FL 34951
M&A Project No. 15090S
Dear Tanner:
Per your request, we are providing 11"xl7" site specific drawings for the subject building. The
building has been designed to meet the requirements of the 2010 Florida Building Code with
M12 Supplement Amendments applicable to Ft. Pierce (St. Lucie County), FL.
The maximum ultimate design wind speed for buildings with rigid frames spaced at 4'-0" on
center is 170 mph. This exceeds the maximum wind speed of approximately 150 mph for Risk
Category I structures located in Ft. Pierce (St. Lucie County), FL. Foundation construction, as
well as all connections, should meet the requirements of the design drawings.
Please contact me at (803) 279-7799 if you have any questions or need additional information.
Sincerely,
MOORE AND ASSOCIATES
ayne S. Moore, P.E.
President
Attachments
C: Project File
AND CONSULTING, INC.
National Society of
Professional Engineers®
No 71 ':
STATE OF
MAP OF SURVEY r
BOUNDARY SURVEY
O
LOT 19, BLOCK 160, LAKEWOOD PARK UNIT 12, according to the plat thereof as recorded in Plot Book 11A and 11B,
' I Page(s) 26, of the Public Records of St. Lucie County, Florida. (Contains 0.27 acres)
w
RR JA-T
3�
LOT 21 I LOT 22 am o
BLOCK BLOCK 160 p 3 0
160 o Q
Ul m
RR
FENL
ON-0NE
' LOT 20
BLOCK 160
O
O
LOT' 17
BLOCK 160 I
CERTIFIED TO:
LOT 19
BLOCK 160
F----TS�1
ARMDRAINRaD
I
I -jI
21.35
o a0.8B
a
21.00
O�
O�
1 �r
20.88
--I I Oa L^ «)
M z rR „; p
m m
22.00
21.69 / 21.89
3r3
A/C
X2230
X21.89 X22.02
895953" W
B
u
ONESTORYC.B.S. '.: .
RESIDENCE #5505
WINTER GARDEN CaVC DVDTY
PARKWAY q lk
FFEL. =22.84
130.00,
'r ORIYEWAY ,.
.. _ .,,,-..r....�....,.�........_
LOT 18
BLOCK 160
�n
CS
?G
T1
T.a
GRAPHIC SCALE
W¢L/AMa TNOMPSav /// 20 0 10 20
REAL ESTATEMORTGAGENE7WORK /NC
SUPER/OR T/7LESERV/CEQ INC
COMMONWFALIHLAND T/7LE INSURgNCECOMPANY
( IN FEET )
1 inch = 20 ft.
IHERESYCERTIFYTHAT THISMAPOFSURVEYANDOTHERPERTINENTDATASHOWNHEREON, OFTHE
ABOVEDESCR/BEO PROPERTY WASMADE ON THE GROUND, CONFORMS TO THEM/N/MUM TECHNICAL
STANDARDS FORLAND SURVEYING IN THESTATE OFFLOR/DA, AS OURlNED 1N CHAPTER5J.17, (FLORIDA
ADM/N/STRATIVECODE)ASADOPTED BYTHEDEPARTMENTOFAGRICULTUREAND CONSUMER SERVICES,
BOARD OFPROFESSIONAL SURVEYORSAND MAPPERS. AND 7HATS4/D SURVEYNS TRUEAND CORRECT TO
THEBESTOFMYMCknEDGEAND BELIEFAS SURVEYED UNDERMYDIRECTION.
LISS SURVEYING & MAPPING, LLC.
CERT/FICATEOFAUTHORPAT/ONNUMBER LB 8006
PROFESS/ONACSURVEVOR AND MAPPER IN RESPONSIBLE CH4RGE
Jun 26 2015
'7ERRYH; DRUMPROFE3S10NALSURVEYORANDMAPPERNO.5587
NOTVALID WITHOUT THES/GNATUREAND RAISED SEAL OFA FLORIDA LICENSED SURVEYORAND MAPPER
ADOR�ST WINTER GARDEN PARKWAY, FT. PIERCE
.ET 12.1RONROD WITHCAP %B7268'
CONCRETE
OUNDNAILANDDISK
POINT FFEL.-F/NISHEDFLOI
SIT=SEPT/C TANK
SF=SQUAREFOOT
(P)- PIA T(D)=DEED
DME
a
IND 4W '
LgYC
MQYUMENT
O D�1
T
35.0'
Ui
CONC MDNUMmT
ER
r- C0
C
LOTSIBCORN
('
O
Z
<
Z
O
SURVEYORS NOTES:, 4'
C O
7
1. LEGAL DESCRIP77ONPROVIDED BYCLIENT.
2. ADJO/NERS SHOWNHAVENOTBEENSURVEYED.
aTHEEXPECTED USE OF THIS PARCEL IS RESIDENTIAL.THEMIN/MUMRELATIVEDISTANCEACCURACYFOR7H/S
BOUNDARYSURVEYIS 1 FOOTIN 7,500FEET.
4. LANDS SHOWNHEREON WERENOTABSTRACTED FOR RIGHTOFWAYAND/OR EASEMENTS OFRECORD.
5 SEPTIC TANKSAND WELLS/ FSHOWNAREAPPROX/MATELOCAT/ONSAND SHOULD BEF/ELD VERIFIED SYCONTRACTOR
FOR CORRECTPOSITIONAND SEPARATION
-•---...................,..,...=oan�'r'rncrteaNbUV�i NIVILLYAGREEWITH7HEPLA7-UNLESSOTHERWISEN07ED.
7. BEARINGS SHOWNAREASSUMEDAND BASED UPON THE WESTR/GHTOF WAYL/NE OF WINTER GARDENPARKWAY
AS SHOWN ON THEPLATOFLAKEWOOD PARKUNIT 12 (DESCR/SEDABOVE).
S ALL RIGHTS-OF-WAYSHOWNHEREONARE OPEN TO TRAVEL UNLESS 07HERWISENOTED.
9. THISMAP MA7'HAVEBEENREDUCED IN SEEBYREPRODUCTION. TH/SMUSTBE CONSIDERED WHEN OBTAINING SCALED
DATA
f0. ADDIRONS OR DELETIONS TO THIS SURVEY BY OTHER THAN THE SIGNING PROFESSIONAL SURVEYORAND MAPPER 75
PROHIBITED WITHO UT WRITTEN CONSENT.
II. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATEMAP NUMBER 12111C007U, HAV/NGANEFFECTIVE DATEOF
FEBRUARY 16, 2012. THIS PROPER TYLIES WITHIN ZONEX, OUTSIDE SPECIAL FLOOD HAZARD AREA
12. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND OISTANCESAND ARE REFERENCED TO U.S. STANDARD
MEASURE(U.S. SURVEYFEET).
13. ELEVATIONS SHOWNAREBASED UPON 7HENORTHAMER/C411 VERTICAL DATUMOF 1988.
=WATER METER
=CABLEPEDESTAL
C� v
nO
=FIREHYDRANT
=WOOD UT/LITYPOLE
=WATER VALVE
C--
-GUYANCHOR
®
=EVS77NG
WELL
=SANITARYMANHOLE
❑O
mwe
= ELECTRIC TRANSFORMER
=STORMMANHOLE
El
= TELEPHONEJUNCTION BOX
®
=CATCHBASIN
#
=LIGHTPOLE
FND=FOUND
C#=CURVENUMBER
&=_AND...
A/C=A/R CONDITIONER
LO-IDENRFICAT)ON
CM=CONCRETEMONUMENT
-- CHAIN LINKFENCE
���� = WOOD FENCE
—TOB— =TOP OFBANK
—TOE =TOE OF SLOPE
—OH:/ =OVERHEAD WIRES
- --B.S.L- - - - =BI//I nING.CCTBaru
DRAVM BY. lD
i
GENERAL NOTES
1. DESIGN IS FOR A MAXIMUM 20' WIDE x 25' LONG x 10' SAVE HEIGHT STRUCTURE.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE WITH 2O12 SUPPLEMENT AMENDMENTS.
3. DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 2.5 PSF
B) LIVE LOAD = 12 PSF
4, ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET.
5. RISK CATEGORY I.
6. WIND EXPOSURE CATEGORY B.
7. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 15 GAGE STEEL TUBE RAFTER FRAMES.
8. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES.
9. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY FOR
MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14° (3:12 PITCH) SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS
AND/OR SLOPES MAY VARY.
10. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN G' OF EACH RAFTER POST ALONG SIDES.
ST..LUC4E`r 'e6tt1
REVIEWED FOk CO't 'LlIN HR iiIBN
REVIEPn'D Y I ut E
DATE
PLATS �� RLVIIT MUST BE KEPT ON J
OR NO INSPECTION WILL BE AIADE.
TNESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS'':;
REQUIRE , BY FIELD INSPECTORS THAT.
114Y BE NECESSARY IN ORDER
COMPLY WITH ALL*APPL' ' BLE Djil.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILfTY OF THE
CONTRACTOR OF RECORD
*: No
S.
El
o
=
a
�
]C
u
q
p•
Z
m
N
tlJ � W
W Z '
a
/
\ J N
t N
p
O ON
Z e u
U)
r
O 90 -d
V ¢ ,
rc
a
Ai
z
z
0 /Z w\o
w
u
O n s
W
p
W�^„^;
Z ¢, n
1
o
CC C N
N
CC
O W o n
z�
w
�Z
ain
Z
W
¢
in
W
N
zo
Z p .Tp
Uw $ �aee
�
o
m
�¢
a$
_ L
ZLq w�
Q� C¢bUd«
w
' g.sl
O 'IZ NG CpP.`�
°
a
z
Z w�
J
o
z
m
0w00
J .J TZ¢gQ�
m
u
y OLL(Q9�
o
m
x
F W F>Wj
z
u
F� F awo0
W y JXJw
z �. "Ou.
ti
Z y 3mwu
o
M J
W
Q =
m
W V)
iE/IS
TE OF .4
NN
NAME% SK-1 111111% ix
❑ BOX EAVE FRAME RAFTER ENCLOSED GARAGE
6'
20'-0'
FRONT END ELEVATION -VERTICAL ROOF
SCALE 3/16' = 1'-0'
REAR END ELEVAT ION- VERTICAL ROOF
SCALE: 3/16' = 1'-0'
X-0' X 6'-B' SWINGING DOOR
DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF)
HIGH = (26.45 PSF, -29.95 PSF)
LEFT SIDE ELEVATION -VERTICAL ROOF
SCALE: 3/16' = 1'-0'
25'-0'
RIGHT SIDE ELEVATION -VERTICAL ROOF
SCALE: 3/16' = 1'-0'
6'
i FLASHING
1
a
N
:0
]L
u
q
a
V
m
�
W m
W i
y a o^ o
0
W 0
_ aa
rc
Q W V1 \ O
Vl
CIS
Q ` a ^s ;
K
W
(w�Ij^a WIt
Q fr � N
0 o ;�
N
a
W
v
�Z_11
V
Z
W
a
�
=
W
N
o
Wg M1c�yc
~ Z 0` B
y
1< MC >y
uN !«yea.
,0z `S9fNaSF
VI O wy0
Q`O
❑ C b -0 b 0
qQQ N'Q
z xtuI`b'!jg6�'0y0
zt
Q '�' CaDbp�
LU D•`N`_ C`E0
O o„�
Wb;
N
0.
Z o
V
=
r
z W �
c'
00
Hi�QLL
u
m oLuaz
3
W ~>uj:
_
F �wEnU0
W y <x0�
Z ou�
Z Ni 3(nw
a
m
O
elm,
SHEET NM
N
Ua
SK-2
W
AL,
0
0
26 OR 29 GA. GALVANIZED METAL ROOF -
AND WALL PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER @ AVERAGE 6' 0.(
SPACING
6
OPENING FOR ROLL -UP
DOOR WITH HEADER
20'-0'
12
3
FRONT RAFTER/POST END FRAME SECTI❑N
SCALE: 3/16' = 1'-0'
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER @ AVERAGE 6' O.C.
SPACING
12
SEE NOTES
(PAGE 1)
FOR
MAXIMUM
SPACING
20'-0'
REAR RAFTER/POST END FRAME SECTI❑N
SCALE: 3/16' = 1'-0'
25'-0'
0.636'-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'Xl' SDF'S RAFTER/POST
ASSEMBLY
7
6
4
4
SEE NOTES
(PAGE 1)
FOR
MAXIMUM
SPACING
3
5
I
OPENING FOR
SWINGING DOOR
WITH HEADER
LEFT SIDE RAFTER/POST FRAMING SECTION
SCALE: 3/16' .= 1'-0'
25'-0'
0.83G'-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'Xl' SDF'S RAFTER/POST
ASSEMBLY
I
I
i
SEE NOTES
(PAGE 1)
FOR
MAXIMUM
SPACING
3
5
RIGHT SIDE RAFTER/POST FRAMING SECTION
SCALE: 3/16' = 1'-0'
a
�
]L
U
q
6
T.
z
m
�
N �9 co
W Z
Go I
QJ
ON
O N
U Lj
U) IO, < �Qv( c
v
Q
K
\ y 4
QZI39i\OOC
02
w
N
p
a
Q N all.
K
Lu ON
Z <'
o
O
W o
2
O
2
IZ_n
V
Z
W
in
ZZ
W
A
N
=
o
W g�
0
$e
`g
a$
Nam°
zY • t
Z_ 8�ao
a� Ca iuO«`
ww «
LU z g «
Eyyy
z
�y6(;;.Y .t.
�w rl Sou
o
c
Z Qp
=
a
V Z K
JJ Ow(9O
O
Z
r
m
u
y
O'
m
o�¢
m LL
a
u
=w z
W H > Z)
m
_
H E- �<U)0
W y` .x�W
Z r Jou --i
N
Z N) "7 zU
o
cc
LLI J
W
M
W N
Q=
m
W
ya
�
A�
SK-3
i w
26 OR 29 GA. GALVANIZED METAL ROOF IL Z
AND WALL PANELS FASTENED TO PURLINS MINIMUM 12' LONG, MINIMUM =
1 AND POSTS WITH 1/4'xl' SDF'S WITH _ 14 GA., TS NIPPLE. SECURE TS RAFY2'.2'X2*
u m
CONTROL SEAL WASHER @ AVERAGE 6' O.L. NIPPLE TO 3/16 WITH (6) 1/4'x1' SDF'S LL
4 SPACING BASE RAIL 3/16 = m K
�3 ° j TS POST
r - ° 16 GA. ANGLE ODIP SECURE TO POSTZTS CONTINUOUS BASE RAIL D RAFTER WITH F m4'xl' SDF'S 2 ON TOP QJ24' 16 GA. U-CHANNEL _ _ _ D 2 ON SIDENBRACE FASTENED TO ---- END POST w o c n E G
RAFTER WITH (2) -III—III—III—III- Z c •' u '-
1/4'xl' SELF -DRILLING :�: Q O U$ O u
SCREWS AT EACH END H
(4 PER BRACE) 0 a C� ,' F
RAFTER POST/BASE RAIL END POST/RAFTER o Z Wc y o
2 C❑NNECTI❑N DETAIL 4 C❑NNECTION DETAIL z a o n; W
2 SCALE: NTS W (D ' o' Z ^ s m o
n
4 O y C N y
3/16 TS POST (CORNER) TS OR ENDTPOST O yj z m
NIPPLE TO MINIMUM 12' LONG, MINIMUM CC C
BASE RAIL 3/16 14 GA., TS NIPPLE. SECURE SE UR 2' 16 OS ANGLE CLIP G Z
20'-0' SECURE TO POST AND EITHER TOP N
WITH C6) 1/4'x]' SDF'S OF HEADER, OR BOTTOM OF WINDOW �9 W ZZ
° 1 1/2'xl 1/2'x2' 16 GA. CLIP RAIL WITH 1/4'xl' SDF'S Z a
RAFTER/POST CENTER FRAME SECTION ANGLE SECURE TO RAFTER POST W A
AND BASE RAIL W/(4) 1/4'xl' N
SDF'S
SCALE 3/16' = 1'-0" °' z e
_ TS HEADER OR
III —III —III WINDOW RAIL gg
TS BOX EAVE RAFTER -III—III— �- F Z o s,c
TS CONTINUOUS BASE RAIL HEADER OR WIND❑W <_ Va
x�$
END POST/BASE RAIL RAIL TO POST o�$P8S
/ V
5 C❑NNECTI❑N DETAIL C❑NNECTI❑N DETAIL 6 � a
SCALE NTS SCALE: NTS 0 u�a�`w�e
3/16 Z z w v «� u
II NIPPLE TO / Q w C<eag«�
3/16 RAFTER w Z g,.F16y1�11c«
MINIMUM 6' LONG, 0 z 1 ' "oL $
r«r•
6' MINIMUM 14 GA.,
TS NIPPLE. SECURE
POST TO NIPPLE /
WITH (4) 1/4'x1' MD Im
TS TRUSSED RAFTER
SDF'S
CHORD, OR HEADER
`ITS POST 12 GA. c
Z 0¢ 6
ys, F TE U-CHANNEL BRACE _ mm
/ FASTENED TO THE LEG AND C% Z W � p m
2'x2'X2' 16 GA. ANGLE CLIP RAFTER, WITH (2) 1/4'xl' J z
TS END POST O O W (� O G
16 GA. U-CHANNEL BRACE DOOR WINDOW SECURE TO POST (EACH SIDE) L2' SELF DRILLING SCREWS AT J .,,� U) F J m W
FRAME POST AND RAFTER CHORD/RAIL WITH EACH END (4 PER BRACE) a �!L O U
1/4'xl' SDF'S 2 ON BOTTOM (� ¢ } W
AND 2 ON SIDE BRACE SECTION ,,����o"1S°"ai�'4? pp o W o z _ u
NOTE: AT ROLL -UP DOOR
/ TS HEADER, BASE OPENINGS, POST SHOULD BE SCALE: NTS ,,�iyNE 0O���i ~ W w V) O
RAIL, OR WINDOW FLUSH WITH RAIL END. CLIP ,� ``P� ..........
••.•9 040 F' F a W OU
POST TO RAIL ONLY ON SIDE V �. R ,� W H X J
RAIL OPPOSITE THE OPENING. Z J O U LU
I w
No 71SECURE WITH m . W J 4l0
( EACH 4END)SDF'S ''D� 5�2�/IS � m u ;
P❑ST T❑ HEADER, BASE STATE OF . �/�
BOX EAVE RAFTER/CORNER RAIL, OR WIND❑W RAIL %� •�/�` a 4
0,836'P❑ST CONNECTION DETAIL FURRING
GAUGE ER �....P o
I CONNECTION DETAIL FURRING CHANNEL RAFT �I` ',O
SCALE: NTS 7 SCALE NTS eS*full
ONA�L,E����� Ice o LB
ROOF PANEL ATTACHMENT K-4 ,'�� �N
SCALE: NTS
BASE RAIL ANCHORAGE OPTIONS FOR HIGH WIND SPEEDS
INSTALL 1/2'x6' EXPANSION
INSTALL 1/2'XG' EXPANSION
ANCHOR THROUGH BASE RAIL
ANCHOR THROUGH BASE RAIL
WWF OR FIBERGLASS
FIBERS
WITHIN 6' OF EACH
POST ALONG SIDES. (FOR LOW
WWF OR FIBERGLASS WITHIN 6' OF EACH
POST ALONG SIDES. (FOR LOW
'
WIND SPEEDS ANCHOR MAY BE
FIBERS
WIND SPEEDS ANCHOR MAY BE
_
INSTALLED AT EVERY OTHER POST)
INSTALLE➢ AT EVERY OTHER POST)
'
M
M
e
GRADE
°
III,;
I
g
4
g
o
f
e r
'
MINIMUM 2 3/4' _
a
B
I=�
MINIMUM
EMBEDMENT
°
=
EMBEDMENT
(TYPJ
_l
-1
I—
E—
I I—
I I
(TYPJ
-I
—I
—
I
i—
I I
_
MON_lpOLITHIC ING
I
I
I l
I
PSII MIN�N REINFORC EOCRETE
I_I
S 5/8"
3➢ OMONOL PSI MI N�NR EINFORCRETE CEDING
-� —I
5 5/B"
kM
WITH (2) #4's CONTINUOUS
1 -0'
WITH (2) W4's CONTINUOUS
1 -0"
Im
CONCRETE
MON❑LITHIC SLAB
CONCRETE SLAB BASE
BASE RAIL
ANCHORAGE
RAIL ANCHORAGE
ovp
A
3B
SCALE NTS
SCALE NTS
MINIMUM ANCHOR
EDGE
MINIMUM ANCHOR EDGE
r'
DISTANCE IS
6 3/4'.
DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE)
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL:
„ FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
u BARS SHALL BE PER ACI-318:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.
REINF❑RCING STEEL)
s THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT,
REINFORCEMENT MAY BE BENT IN THE SHOP OR
THE FIELD PR❑VIDED:
1. REINFORCEMENT IS BENT COLD;
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT.
HELIX ANCHOR NOTES:
2' WASHERS
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE
IS CONTINUOUS—/
BASE RAIL
DOUBLE HELIX EYE ANCHOR
(SEE NOTES BELOW)
DRILL 5/8' DIAMETER HOLE
THROUGH THE BASE RAIL AND
SECURE TO ANCHOR EYE WITH
1/2' DIAMETER THROUGH BOLT
3C GROUND BASE HELIX ANCHORAGE
SCALE: NTS (CAN BE USED FOR ASPHALT)
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT.
2. FOR CORAL USE MINIMUM (2) 4` HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT.
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6" HELICES WITH MINIMUM 50
INCH EMBEDMENT.
5. FOR VERY LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60 INCH EMBEDMENT.
51IS oir=
'E OF
1A�-��eo��,
llslll �
V
z
H O m
W Z -v
a
m �
Q .j N n
� N
H Z a m U
O >U -g
Q ZA W N O
Q ti
O ^ ;
W Z
y y N
OUJ
W c
G = z
C
Z <
Inz
U) o�L
m 2 =w wz
F W ~Q =
WU) <woIn
Z>- you-
MW H 3mLU='
W In
W
0
iI
0
U)
N
z
O
a
z
0
J~
z u
u
v)y
6
(L
a
m
0
uu
x
u
Vl
m
z
a
N
otn
2
GENERAL NOTES
1. DESIGN IS FOR A MAXIMUM 20' WIDE x 25' LONG x 10' EAVE HEIGHT STRUCTURE.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE WITH 2O12 SUPPLEMENT AMENDMENTS.
3. DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 2.5 PSF
B) LIVE LOAD = 12 PSF
4. ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH) MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET.
5. RISK CATEGORY I.
6. WIND EXPOSURE CATEGORY B.
7. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 15 GAGE STEEL TUBE RAFTER FRAMES.
8. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES.
9. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY FOR
MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (312 PITCH) SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS
AND/OR SLOPES MAY VARY.
10. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES.
Ci I
a
a
]L p u a
Z m
W Z a
i
%• N
C y a n E 0
yZ- O 8 V t
09
Q Z W V C O G
z m 6 g g U
Q O Ti � 3 lox
m' it 40
cc .Z/ a' N o
O Ii N N
O W 0, y
z
W v
2 -Z
V W ul
Z a
W a �
A
ICZ2 W.
0O
`F g�c$
O22
�u �� F
0 p y Y n
QZQ «MQOYQ
aj� `ol
�• _
z Z v L 3 V 4
QW
W w ��acr
oz g-�:.F
w u pp n�
0
o c
Z �• o a
V H m
a' G
J J Z Z u
a
m H 0
=w Z a u
f�Wm0 x
Q OV
Z� �OVLu
Z U) a0wZ) G
W F- j m
m N u=
y y
a a
0
SHEET NM o a
SK-1 mN
❑ BOX EAVE FRAME RAFTER ENCLOSED GARAGE
10'-0'x8'-0' ROLL -UP DOOR
DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF)
HIGH = (26.45 PSF. -29.95 PSF)
FLASHING-{
G'
FRONT END ELEVATION —VERTICAL ROOF
SCALE: 3/16' = 1'-0'
REAR END ELEVATI❑N-VERTICAL ROOF
SCALE: 3/16' = F-0'
T-0' X 6'-8' SWINGING DOOR
DESIGN PRESSURE
LOW = (17.5 PSF, -19.9 PSF)
HIGH = (26.45 PSF, -29.95 PSF)
LEFT SIDE ELEVATI❑N—VERTICAL ROOF
SCALE 3/16' = 1'-0'
25'-0'
RIGHT SIDE ELEVATION -VERTICAL ROOF
SCALE: 3/16' = 1'-0'
FLASHING
S.
C+�ZO/IS
STATE OF ._
7:
M
o
s
a
a
�
u
u
O
a
I,
v
Z
m
y
WO m
a
F
N
^
0 N
Oy 0
9
HZo°m0
u
�1
>
Qu
�
ly
WOe�;,;
Z
a
N
O W 0,LLI
7
H
Z ...
�z
V
Z
W
a
N
W
in
z
e
w z
4c
F ° '$! T
yyI
_ F
Lno °c.`srg 22
'n Y
$j
aQ QOoib U.N g`_
Zz OLa32a
aw
�aroHaY�
W w • a «
a
0 ° S�b�
pz w�so„.fu
� w
t9
0
=
a
= 0
=
z '8
J J
z
m
W
V)) m Li
O
C3
u
m =wCa7z
a
u
F �Lu7
s
F �w(no
Z >. Jou
y
ZW !3: w�
e
cx
M J
W
W EnG
u z
z
y y
a
�
a
o:
0
SHEET rp
e
a =
SK-2
m
eL,
114.
5
26 OR 29 GA, GALVANIZED METAL ROOF -
AND WALL PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER R AVERAGE 6' 0.1
SPACING
12
C�3
OPENING FOR ROLL -UP
DOOR WITH HEADER
20'-0'
FRONT RAFTER/POST END FRAME SECTION
SCALE! 3/16' = 1'-0'
26 OR 29 GA. GALVANIZED METAL ROOF —
AND WALL PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER 2 AVERAGE 6' O.0
SPACING
12
�r�73
1!1 ! 4 \ II II V_ � \
J SEE NOTES
(PAGE 1>
FOR
MAXIMUM
SPACING
{
G
20'-0'
(� I
REAR RAFTER/POST END FRAME SECTION
SCALE: 3/16' = 1'-0'
25'-0'
'-18 GAUGE FURRING CHANNEL SPACED NOT MORE
4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
1(2)/4'X1" SDF'S RAFTER/POST
ASSEMBLY
L5—L
i
SEE NOTES
(PAGE 1)
FOR
MAXIMUM
SPACING
7
4
6
a
OPENING FOR
SWINGING DOOR
WITH HEADER
_EFT SIDE RAFTER/POST FRAMING SECTION
SCALE: 3/16' = 1'-0'
25'-0'
0.836'-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' O.C. AND FASTENED TO EACH RAFTER WITH
(2) 1/4'Xl' SDF'S RAFTER/POST
ASSEMBLY
SEE NOTES
(PAGE 1)
FOR
MAXIMUM
SPACING
3
i
L
s
—
U
RIGHT SIDE RAFTER/POST FRAMING SECTI❑
SCALE: 3/16' = 1'-0'
o Z
IL
7
a
]L =
U LL
Ci s y
Inns 00
W iV m
Z a
v .9j
a~ I
m
•• r N
0 H o C z
y C 9L)—c
rc
5�i w
a N oo� Ir N
Q Z W V1 C. N oz
\ as O y T ; W a'
wW.yI �oQ1rn; a
Y. Z W
°
O �y C N N
W � N
0
V'ww
W
Z a N
W � �
N
zA < E
0
m
Wz Qg�� p
u c
IInn 8 h
m o a"
Qz
r4«$tee
ZZ u,�a3 Ii
Qz cavo$
UJ w ��
C) Y u
oZz #ma
w
Z ao (L
q� c O0
J OJ m W
a j E p u
�
�
m 0 11- CC) a
W ~ > Lu =
H �wln0
W H <xqw
Z* you..
Z (/) 3 n ul= o
W H- 'm
m `n z
N y 1
a a
z
0
N
S�CCT NM
SK 3 W
w Ln
s
N
26 OR 29 GA. GALVANIZED METAL ROOF —
AND WALL PANELS FASTENED TO PURLINS
AND POSTS WITH 1/4'xl' SDF'S WITH
CONTROL SEAL WASHER @ AVERAGE 6' O.C.
SPACING
24' 16 GA, U-CHANNEL
BRACE FASTENED TO
RAFTER WITH (2)
1/4'xl' SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
20'-0'
RAFTER/POST CENTER FRAME SECTION
SCALE: 3/16' = 1'-V
BOX EAVE RAFTER/CORNER
I POST CONNECTION DETAIL
SCALE NTS
LONG, MINIMUM
NIPPLE. SECURE
'4'x1' SDF'S
IGUS BASE RAIL
RAFTER POST/BASE RAIL
Z CONNECTION DETAIL
TS POST (CDRNER)
NIPPLE TO 3/16 MINIMUM 12' LONG, MINIMUM
BASE RAIL 3/16 - 14 GA., TS NIPPLE, SECURE
WITH (6) 1/4'xl' SDF'S
!oi
1 1/2'x1 1/2'x2' 16 GA. CLIP
ANGLE SECURE TO RAFTER POST
/AND BASE RAIL W/(4) 1/4'xl'
SDF'S
TS RAFYAND
x2'X2' 16 GA. ANGLE
IP SECURE TO POST
RAFTER WITH
4'xl' S➢F'S 2 ON TOP
D 2 DN SIDE
END POST
END POST/RAFTER
4 CONNECTION DETAIL
SCALE NTS
TS POST
OR END POST
-2'x2'X2' 16 GA. ANGLE CLIP
SECURE TO POST AND EITHER TOP
OF HEADER, OR BOTTOM OF WINDOW
RAIL WITH 1/4'xl' SDF'S
/W
O
H
U)
z
a
W
w
O
CO
G
Y
r
m
W
A
ZI G
v -TS HEADER OR
WINDOW RAIL
A
Lu zgTS CONTINUOUS BASE RAIL a � rt S I �l
RAADEO OR❑SIND❑W o o ; vo
END POST/BASE RAIL .22
mU zo
5 CONNECTION DETAIL 6 CONNECTION DETAIL
SCALE NTS SCALE: NTS a �0« `e
{ u Vp Lp
Z Z
a K C45
Lu �yY
0U .612•.v$�
C
0z Z a �o„s•!•+
W
gg
TS TRUSSED RAFTER
CHORD, OR HEADER
In m
Z oa
F TE U-CHANNEL BRACE j.
FASTENED TO THE LEG AND eg
m
TS END POST ❑ 2'x2'X2' 16 GA. ANGLE CLIP RAFTER, WITH (2) 1/4'xl' - J 0 LU D! 0O Z 0
DOOR WINDOW SECURE TO POST (EACH SIDE) 2 SELF DRILLING SCREWS AT J J U) g m W
FRAME POST AND RAFTER CHORD/RAIL WITH EACH END (4 PER BRACE) aa O Y
AND 2 ON SIDE ON BOTTDM ``,\\\\\\S►��lI1��'I m y O E L9 ' U
NOTE1 AT ROLL -UP DOOR BRACE SECTION �.%.� y i F W o Z i
TS HEADER, HASE OPENINGS, POST SHOULD BE SCALE: NTS �I� P,NxGENSO.9 ~ V% - ¢ W m
FLUSH WITH RAIL END. CLIP �• V p. W U)
RAIL, OR WINDOW ~ Q U
POST TO RAIL ONLY ON SIDE W H x
RAIL OPPOSITE THE OPENING. : N i JLU
IT
Z JmZU K
tzol
/IS 40POST TO HEADER BASE STATE OF �' uN z
RAIL, OR WINDOW RAIL ' .� H
CONNECTION DETAIL DFURRINGH GAUGECHANNEL RAFT '',,����(Op1O���
cK
7 SCALE+ NTS eR ���is�ONA� ��
in
SHEET ea4 0 u1
ROOF PANEL ATTACHMENT SK�4 Q"
SCALE: NTS
BASE RAIL ANCHORAGE OPTIONS FOR HIGH WIND SPEEDS
INSTALL 1/2'x6' EXPANSION
INSTALL 1/2'x6' EXPANSION
ANCHOR THROUGH BASE RAIL
ANCHOR THROUGH BASE RAIL
'F OR FIBERGLASS
WITHIN 6' OF EACH
WITHIN 6' OF EACH
IERS
POST ALONG SIDES. (FUR LOW
WWF OR FIBERGLASS
POST ALONG SIDES. (FOR LOW
WIND SPEEDS ANCHOR MAY BE
FIBERS
WIND SPEEDS ANCHOR MAY BE
INSTALLED AT EVERY OTHER POST)
INSTALLED AT EVERY OTHER POST)
2' WASHERS
DRILL 5/8' DIAMETER HOLE
n
TOP OF ASPHALT
THROUGH THE BASE RAIL
AND
PAVEMENT OR
SECURE TO ANCHOR EYE
WITH
GROUND SURFACE •
1/2' DIAMETER THROUGH
BOLT
d _
d
GRADE
d
GRADE
d
I
MINIMUM2 3/4'
d
I
MINIMUM 2 3/4' =
I
HE
EMBEDMMINIMUM
a •
—
1
DMENT
cd
—iII--
(TYPE _
�.
—
EMBP
_ELL
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED
WITH (2) k4's CONTINUOUS
5 5/8"
CONCRETE MONOLITHIC SLAB
3A BASE RAIL ANCHORAGE
SCALE: NTS
MINIMUM ANCHOR EDGE
DISTANCE IS 6 3/4
GENERAL NOTES
MONOLITHIC CONCRETE FOOTING_III—III
PSI MIN.) REINFORCED WITH 1 _O•. 5 5/8
WITH (2) q4'5 CONTINUOUS
CONCRETE SLAB BASE
3B RAIL ANCHORAGE
SCALE: NTS
MINIMUM ANCHOR EDGE
DISTANCE IS 6 3/4'.
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL:
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI-318:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE.
REINFORCING STEEL:
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT.
REINFORCEMENT MAY BE BENT IN THE SHOP OR
THE FIELD PROVIDED:
1. REINFORCEMENT IS BENT COLD;
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT,
TS CONTINUOUS
BASE RAIL
DOUBLE HELIX EYE ANCHOR
(SEE NOTES BELOW)
3C GROUND BASE HELIX ANCHORAGE
SCALE: NTS (CAN BE USED FOR ASPHALT)
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT.
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4- HELICES WITH
MINIMUM 30 INCH EMBEDMENT.
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT.
5. FOR VERY LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8" HELICES
WTTH MTNTMIIM F,0 TN CH FMRFDMFNT.
O
a
z
a
X
W
p
a.
V
T.
m
�
W
Z
a
a
Q J
1
N
n
O N
C)
�o lEE
z
:l: O
cc u
la O
W N O
N
CS
O
Lu
�a
<�
A
O
N
N
W
lu
o n
Z
C
G
v
V
Z
W
a
in
in
W
a
N
u') Z
o
•g�
S
CAUSE
um
N9T
OZ
�j �O
e10
C
ocac
�aV Eu
Y
¢Q
10
zL9
f.6 49
33S
VQ0V
``ppyy e6y e0
w�t]3M0
¢ z
ca9okr0
WYX PPPP33 Lu
0 z
?�g Z-
6VVLOu
w
Ng3001
�$
k�`s�
(%
m
a
Z
:i
o
=
i
z W c�
o
c
m
7,
Hu
o
w
m U)
O u_ C7 �
=w
a
m
F W
z
r>w=
_
� F
W y
7:< 0
<�
xW
m
W J
W
m
cZ
m
u
N y
z
a
a
rc
0
$MEET NM
c
N
SK-5
I
mL,