78 Rock Cove Ct - BR17-000254 - Front DoorCITY OF SANFORD
017, J BUILDING & FIRE PREVENTION012) 5 2
L"A PERMIT LICATION
Application No:
Documented Construction Value: $
Job Address: Historic District: YesEl NoEl Parcel
ID: Residential(n Commercial Type
of Work: NevcEl Addition El Alteration El Repair El Demo El Change of Use 11 Move El Plan
Review Contact Person: Title: Phone: -
5( Fax: Email: ' I Name
Phone: Street:
Resident of property? City,
State Zip: o
Name
Phone: Street:
Fax: C '
U SeLicenseNo .: 3, 2(' ACity, State ZiINtat p: ArchitecliEngineer InformationName:
Street: City,
St,
Zip:
Bonding Company. - Phone:
Fax: E-
mail:
Mortgage
Lender: WARNING
TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIli YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONstiur WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NcrricE OF COMMENCEMENT. Application is
hereby
made to obtain a pen -nit to dothe work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction,
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FRC 105.3
Shall he inscribed with the date of application and thecode in effect as of that date: 51h Edition (2014) Florida Building Code Revise& June 30,
2015 Pemit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711
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 'Fable 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 aft e foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent DateSignature rC,,ntr,,
Print Owner/Agent's Name Print Contructor/Agent's Narne
t'7
Signature of Notary -State of Florida Date
Owner/Agent is __ Personally Known to Me or
Produced Type of ID Produced ID ___ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electrical E] Mechanical [] Plumbing[] Gas E] Roof []
Construction Type: Occupancy Use: Flood Zone: -
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
UTILITIES: APPROVALS: ZONING.-
ENGINEERING:
COMMENTS:
Fire Alarm Permit: YesE] NoE]
WASTE WATER:
BUILDING: i - (
Revised: June 30, 2015 Pe it Application
REQUIRED INSPECTION SEQUENCE
Address:
ELECTRICAL SIT
in I sect
Electric Unqerground
Footer / Slab Steel Band
Electric Rojigh
T.U.G.
Pre -Power Final
Electric Final
f;
Application Number: 17-254
Project Description: Exterior Door
Job Address: 78 Rock Cove Ct
PLAN REVIEW COMMENTS
Date: 01/30/2017
Contact Name:
Contact Email: INdumont45kgmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal - changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www,san fordorn p. oy. Provide two co ies ol(11.111(r'ct-' -lansheels and/or
I . The Florida Product Approval submitted for the door is approved under the 2010 Code version. The current Code Version is the
2014 code. Please submit a product for review that has been approved under the current 2014 code.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
L
Respectfully,
Steve Morey, CBO
Residential Plans Examiner
I -
IEWED FOR CODE CO
DATE
A FiERW BE (,,,ONSTRUIED TO BE A
UCENE' ETC) PR(.)(,,EED WITH -THE WORK AND NOT AS
A,.ITHC)RITY',*OV 01,AI'ECANCE,i AUTERORSET
AS30E ANY OF THE PWWSS CIF T'HETECHNIGALNORSHALUSSUANCE
OF A PERMIT PREVE91' n,*-
BUKUNG OFFIC MLFROM THEREAFTER F,
EQUIRNG A CORREGI OF ERRORS PN PLANS, CONSTRUCDON OR
V 01,ATJOWS OF P41S CODE S I
k - S
17 4`,--
Page I of 5
Product Manufacturer
Address/Phone/Email
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/ Phone/ EmsiI
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@eHxirdrnc.corn
Randall Yarperry
ryarberry@elixirdnic,com
PTC Product Design Group
PO Box 520775
Longwood, FL. 32752
321) 690-1788
info@ptc-corp.corn
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Method I Option A
08/26/2015
09/01/2015
RM
1/30/2017
Date Approved 09/07/2015
Summary of Products
Go to Page =1 Is 0 0 Pagel/ 2
FL # Model, del, Number or Name
mOO1
Description
17996.1 202 205 Steel or Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ. No FL17996 RO C SA EXR ZO.Z 20S Vertical Slider ASTM
Approved for use outside HVHZ: Yes E330slus5.pAf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +30/-30 12/03/2018
Other: Installation Instructions
FL17926 RO .2L11LUK0_0M_Rtv_A_S rij202 —e! 0_5_35wSA( Verified
By: Robert 3. Amoroso, PE FL PC No, 49752 Created
by Independent Third Party: Yes Evaluation
Reports AE-_
PER 1642_Rev3_415-0705 ss.Pdf 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 Approved
for use outside HVHZ: Yes p1q55,p0f Impact
Resistant: No Quality Assurance Contract Expiration Date Design
Pressure: +30/-30 12/03/2018 Other:
Installation Instructions TKQR2aQ --
ELQ —_ev A __5trye_s_Mq_S5,&df Verified By: Robert
1. Arnoruso, PE FL PE No. 49752 Created by Independent
Third Party: Yes Evaluation Reports E_
L_17916_&
Q_AE_RER_1642 R y3_4I5-Q70_5 ..as_&df Created by Independent
Third Party: Yes 17996.3 C
Series 402-14 Vinyl Steel Out -Swinging Regular Door - 14"xI4" Window Limits of Use
Certification Agency Certificate Approved for use
in HVHZ: No F.LI2-9-9§-,BO—S--C-ACLR —E-AQ-Z--14-E-330_pI us5-pdf Approvedfor use
outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, No
09/14/2020 Design Pressure. +40/-
40 Installation Instructions Other: ELlZ22--R
II ELIXM-&CY-:A-Q5--M-QQEL492-14 S5,Rdf Verified By: Robert
J. Arnoruso, PE FL PE No. 49752 Created by Independent
Third Party: Yes Evaluation Reports FL17996
R0_AE _
PE_R_.1,Klaevlq 415,:07C _p f 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_jCAC_EKR_40Z-L0S E330 pluo.plf Approved for use
outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No
09/14/2020 Design pressure- +40/-
45 Installation Instructions Other: &1222_ _P11
F_Lj2(0051. RFV-A_Q5,UQDEL 40L- z_0S_Ss_-PAf
VerifiedBy: Robert J.
Arnoruso, PE FL PE No. 49752 Created by Independent Third
Party: Yes Evaluation Reports F-LI792L.
RQ_kE-
PER --195,1 R_qvI4_ 415_:p _ Zg_ s_pff. Createdby 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 ELI 79 96al) E)(R 4 07 5 f Eaj0piuq &df Approved foruseoutside
HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 09/
14/2020 Design Pressure: +40/-45
Installation Instructions Other: Verified By: Robert
J.
Arnoruso, PE FL PE No. 49752 Created by Independent Third
Party: Yes Evaluation Reports ELI7296_RQ
A E
R5 EE 11p 5LQZQ5 p . _L_Rgv 1 f _ _A_ _5g_ Created by IndependentThirdParty:
Yes Series 430 W9 17996.6
Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8"
Limits of Use
Approved for use in HVHZ' No
Impact Resistant' No
Design Pressure: +33/-40
Other*
17996,7 1 Series 6400 W9 Cottage
Certification Agency Certificate
EMD-Plujil0f
Quality Assurance Contract Expiration Date
09/14/2020
Installation Instructions
Verified By: Robert 3, Amoroso, RE FL RE No, 49752
Created by Independent Third Party: Yes
Evaluation Reports
Created by Indepenclent'rhird Party: Yes
Series 6400-W9 Non -Impact Inswing Pointed Steel Door
w/Storm Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1799_iRQ kA_QQF33Q_PJv`,adf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/16/2019
Design Pressure. 4 66/-56 Installation Instructions
Other, MOD&L 64Q(LW9 V+ LIT!j
Verified By: Robert J. Amoruso, PE FL PE No, 49752
Created by Independent Third Party: Yes
Evaluation Reports
RQA& __EER RV _ — — --_5_ Q _ s_ E_L179a". L125A e L4 15ZO !i p!jf Created by Independent Third
Party: Yes Limits of Use Approved
for use in
HVHZ: No Approved for use outside
HVHZ: Yes Impact Resistant, No Design
pressure- +34/-50
Other, Limits of Use
Approved
for use in
HVHZ: No Approved for use outside
HVHZ: Yes Impact Resistant: No Design
Pressure: +50/-50
Other: 17996.10 1
Series
8400 W9 Cottage Limits of Use Approved
for use In
HVHZ: No Impact Resistant. No Design
Pressure. +50/-50
Other: 17996.11 1
Series
9000 w/Adjusta Ie'rssholcl
Certification Agency Certificate EU
Z 9_b__
KQ_L_CA_C.__EX_R_;5Q_0_Qx@1 2.-LAftu_$tW1 c th rg aftaKKE3
30-P-1ks!.L>Jf QualityAssurance ContractExpiration
Date 09/17/2019 Installation
Instructions YY1_DiADJ_
V TABIY
LtjVerified By: Robert J.
Amoroso, RE FL RE No, 49752 Created by Independent Third
Party: Yes Evaluation Reports L-LL799.
6 RO
F959Mv—Z Created by Independent Third Party:
Yes Series 7500 Non -Impact Inswing
Vinyl Laminated Steel Door w/Storm Door and PVC
lambs Certification Agency Certificate Ell, !Z99!_
R -Q-vd
Ll 21-UMV) IMO _pdfQuality Assurance ContractExpiration Date
09/16/2019 Installation Instructions
QYALW_1TUa'LQRM
qQQR sspdf
Verified By: Robert J. Amoroso,
PE FL PE No, 49752 Created by Independent Third Party
Yes Evaluation Reports Created by Independent
Third Party:
Yes Series 8400-W9 Non -Impact
Oval Inswing Vinyl Laminated Steel Door w/Storm Door
Certification Agency Certificate FkI799A_B_
0 C Yes
Quality AssuranceContract Expiration
Date 09/16/2019 Installation Instructions
F1.L7q6__RR_
LEJKQ_.5_
7_PKA_S_M_"Q_-W _QyA yylj_jQRMCQpsa.pd L Verified By: Robert
J. Amoruso, PE
FL
PE No. 49752 Created by Independent 'Third Party. Yes Evaluation
Reports E_L1Z9K,_R0 AE_PER_
125_4
RgyZ41S-_Q7W5_*s,P_ff Createdby Independent Third Party: YesLimits
of Use Approved for use In
HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No w/Storm Door Certification
Agency Certificate Quality
Assurance Contract Expiration
Date 09/16/
2019 Installation Instructions
11lill 111111
I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5, IN AREAS WHERE DANDBORNE DEBRIS PROTECTION
TO COMPLYIPIATH THE CURRENT EDITION OF THE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE (FED) EXCLUDING HIGH SYSTEM COMPLYING WITH THE PROREQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN, WINDSORNE DEBRIS REGIONS ISMANDATORY FOR THE
PRESSURE(S) STATED HEREIN, PRODUCT HEREIN,
1zL THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6
UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATERIAL 09 MIL VINYL LAMINATED
LABORATORIES, INC, #44278 AND ASSOCIATED GALVANIZED STEEL.015'SKIN SU URETHANE FOAM, CORE
LABORATORY STAMPED DRAWINGS,
7. DESIGNATIONSXSTAND FOR THE FOLLOWING
AD_ EQUACY OF THE EXISTING STRUCTURAL 2X FRAMING XOPERABLE PANEL OR
STEEL FRAMING AS A MAIN WIND FORCE RESISTING 0: FIXED PANEL SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING
APPLIED PRODUCT LOADS TO THE A. HARDWARE! FOUNDATION
IS THERESPONSIBILITY OF THE ENGINEER A. HALF HINGES: (4) 606AT6 EXTRUDED ALUMINUM OR
ARCHITECT Of RECORD. B. LATCH LOCK: KEYED C.
DEAD BOLT: SINGLE CYLINDER 3,
IX AND 2X SUCKSCOINER USED) SHALL BE DESIGNED AND ANCHORED
TO PROPERLY-, RANSFER ALL LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART, STRUCTURE.
SUCK 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 FOR
A SPECIFIC SITE. IF SITE 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
PRESSURE RATING (PSF) IMPACT RATING I
WHEREWATER
1 1 WHERE WATER INFILTRATION REQUIREMENT IS
NEEDED 11 REQUIREMENT IS NOT NEEDED NONE 1 -40.
0145,0 1 1UNITMUST
BE INSTALLED BENEATH AN APPROVED OVERHANG TABLE OF
CONTENT SHEET DESCRIPTION
I GENERAL
AND INSTALLATION NOTES 2 ELEVATION,
ANCHORING LAYOUT 3 VERTICAL
CROSS SECTIONS 4 iWORIZONTAL
CROSS SECTIONS LNSTALLATION NOTES-,
6 I, ONE (
1) INSTALLATION ANCHOR IS REQUIRED AT EACH 5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ANCHOR LOCATION.
WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM,
BRICK VENEER ADD SIDING, 2, THE
INSTALLATION ANCHORS AT THE SPACINGSSHOWN7 0 ARE
THEMINIMUMNUMBEROFANCHORSANDMAXIMUM6. INSTALLATION ANCHORS SHALL BE INSTALLED IN z SPACINGS TO
BE USED FOR PRODUCT INSTALLATION, ACCORDANCE WITH ANCHOR MANUFACTURERS E— INSTALLATION INSTRUCTIONSANDANCHORSSHALLIn1 SHIM
AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS In 7> 0 WITHLOAD
BEARING SHINI(S), MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE rA c7 SHIM SIZE
OF 114 INCH. SHIM WHERE SPACE OF1116 INCH ANCHOR SCHEDULE' SHEET. A. LJ QLJ 5 ORGREATEROCCURS. SHIM(S) SWLL BE CONSTRUCTED CIO <I - In OF HIGHDENSITYPLASTICORBETTER. 7, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE CA C MUST BE MADEOFCORROSIONRESISTANTMATERIALw2 0 0 a 4. ANCHORSFORINSTALLATIONINTOWOODFRAMINGORORHAVEACORROSIONRESISTANTCOATING. W I Li Z! 14GA. MINIMUMSTEELFRAMINGSHALLBEASSHOWNIN0ANCHORSCHEDULE"THIS
SHEET- Z zE 0 j
w
0 > rya07ANCHOR
SCHEDULE DOCIRFRAME
MANUFACTURER EMBEDMENT
EDGE ANCHOR CAPACITIES SUBSTRATE TYPE SIZEANDIORDISTANCETYPESPECIFICAMONIN)
BASED ON SHEET MIN,3
METALISTEEL THREADS T'
JBfNG14GA FIN(Z-
BAR) PAN HEAD ASW918614 NO. 8 PAST INSIDE3/8' NON 33 KSI'HELD N. TAPPING SCREW SURFACEOF
STRNEGTH THICKNESS SUBSTRATE ANSI B18BA
AMDOD SCREVIO
WIDWOSTHANINIMILIM 2XVVOOD
FIN LZ-BARYPANHEADNO8ORIlalSPECIFICGRAVITYOFFRAMINGPEW818.6.4 042, GSCREt S TES: 1) FOR WOOD
OWARSI.
SCR IF
SPLITTING 6 A CONCERN, DRILL C,082- PLOT HOLE (DRILL SIZE 45), L,2HOISTANCE MEASURED FF"A UITER
SIDEOFANCHORTO EDGE OFSTRATI.. Amoru,o DR: cr-Rabert J.
Amoroso, A,
ou=PTC Product Design Group, emwLnMeert@RN:-
corpxom, c-US Date: 2015.
08,05 09:49,
56 -0AW
H
4
F
4
G
79 3/4' 78 4
MAX. O.A.MAX, E
FRAME DOOR 4
HEIGHT PANEL
HEIGHT
x 4
0 Ed-.F
421
4
38-
I
34'MAk
TYP.)
8 x2 1 /7' WOOD
8 x 1/2' SCREW
SCREWS
ENTRY DOOR
RIKE RETAIL
WOOD FRAMESUMILAU
10* MAX,
O'c' (Typj
3- MAX, (TYR) --41 3- MAX. ITYPA
4- MAX, (TYP.)—T—
LOCK ASSEMBLY (REGULAR DRIVIE4NI
IS LOCATED APPROX, 38'ABOVE
BOTTOM OF DOOR LEAF AND THE DEAD
BOLT ASSEMBLY APPROX. 42'ABOVE
BOTTOM OF DOOR LEAF, SEE STRIKE
DETAILS THIS SHEET
m
8 TAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE (3) THREADS
MINIMUM BEYOND STEEL
TUBE.
ENI IY DOOR
STRIKE DETAIL
9fFFLTU8JNG9lBS7rRATF
10'MAX,
aa (Typ')
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EX-MRIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 11
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.
E-
0
ti
ig
I
Robert J. Amoroso. P.E.
FL P.E. No. 49752
Digitally signed
by Robert J,
Amoroso
IMb'rr.. DN:cn=RobertJ.
Date: 2015.08,0
09,,50,,06 -04'00'
I'MIN, EMBEDMENT
2X WOOD FRAME
BY OTHERS)
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
8 WOOD SCREW
INSTALLATION ANCHOR
1O2" MIN,
EDGE DIST.
1t4° M SHIM-J
0 VERTICAL SECTION
WOOD FRAME SUBSTRATE
EXTERIOR INTERIOR
1!4' MAXHIM
t
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN '
f
1f2° MIN.
2 WOOD F RAE ]
EDGE DIST.
BY OTHERS) --
1° MIN. EMBEDMENT #3 WOOD SCREW
f
INSTALLATION ANCHOR
WC1ClI} E`tt §E SLIBSTitATEm
THREE {3} THREAD
MIN, PENETRATION 2#II TAPPING SCREW
INSTALLATION ANCHOR
SEALANT TAPE TO BACK 3?8" MIN.
SIDE OF MOUNTING FIN EDGE DIST.
o s
14 GA. MIN. SQUARE
STEEL TUBING (BY v
OTHERS) uo
caZ o
EXTERIOR INTERIOR,
now
cf r0 F
rD VERTICAL SECTION
Ca
w c
j STEEL TUBINGG[ B5TFt: I 0 Z
Z3K3
Qr $
q ;JZ>
0>
EXTERIOR INTERIOR
r14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
Robert J. Amoruso, P.E.
FL P.E. No. 49752
i 3f8'a MIN.. Digitally signed
SEALANT TAPE TO BACK EDGE DIST, by RobertJ.
SIDE OF MOUNTING FIN Amcrruso
eta ""* 8 TAPPING SCREWAmoruso, s e.. ON: en=Ro J.
o, THREE (3) THREAD INSTALLATION ANCHOR EuDesign fviceTcMIN. PENET RAT ION a " Group, s4€M'r apeemadlrobertVERTICAL
SECTION STEEL -
TUBING SUBSTRATE Date: 20t5,615.08,05 095 '
00'
1/4'MAX SHIM—-? --
1/2° MIN. EDGE DIST.
2x WOOD F
BY OTHERS}
t
8 WOOD SCREWj tl I INSTALLATION
ANCHOR j ; 't ,r` ; INTERIOR INTERIOR V
MI=N, _J— EMBEDMENT
SEA
i
T
TAPE TO BACK l EXTERIOR EXTERIOR SIDE
OF MOUNTING FIN HORIZONTAL
SECTION iuciat '+
fE St S5't'It?TE r
14 GA. MIN. SQUARE 318"
iPI . EDGE DIST. STEEL TUBING (BY OTHERS)
8
TAPPING SCREW INTERIOR
INSTALLATION
ANCHOR THREE (
3) THREAD MIN.
PENETRATION ;7 SEALANT
TAPE TO BACK EXTERIOR SIDE
OF MOUNTING FIN G
HORIZONTAL SECTION STEEL
Tti$IIsCs SiJBSTRATE ra
SHIM 0 1r2'
MIN. EDGE DIET. 2X
WOOD FRAME i (
BY OTHERS) 8
WOOD SCREW INSTALLATION
ANCHOR 8
X 3f4" EMS I'
MIN, EMBEDMENT
50
SEALANTTAPETOBACK01C) 564E
OF
MOUNTING FINc 0 c7 < j
r4 I
LJ 00 z!;
i 0 HORIZONTALSECTION
0 2Uj Z< L4(X3Ii
FRA i2E SlBS1 RATE0t7 fl Jz
0> 0
14
GA.
MIN. SQUARE STEEL TUBING (
BY 3/8" MIN, EDGE DIST, - 8 TAPING
SCREW OTHERS) INTERIOR ,/
8
X
3/4" SMS-\, / INSTALLATION ANCHOR THREE {3)
THR D MIN. PENET
TION 7mm SEALANTTAPE
TOBACtt SIDE OF
MOUNTING FIN HORIZONTAL SECTION
STEEL TUBING
SUBSTRATE Robert J.
Amoroso, RE, FL P.
E. No, 49752 s e '
s
A It. c
a
5` a0'
iR ie•sDigitally signed
by Robert 1 A orus"
D ; cn=
Robert J. Amoroso, o. ou=PTC
Product. Design Group, email-robe€
tpptc-carp com, c=US Date: 2015DS-
05 W5Q,29 -04'fkt3'