HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY
Date: I �C� t ( Receipt#: Permit #: Initials:
❑ Electrical
❑ Shed
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
Building and Code Regulations Division
2300 Virginia Ave. SCANNED
Fort Pierce, FL 34982 BY
(772)462-1553 St.
Lucie County
SPECIALTY PERMIT APPLICATION
❑ Plumbing S'HVAC ❑ Fence ❑ Commercial Irrigation
❑ Demolition ❑ Gas ❑ Siding
Seepage 2 for instructions and additional paperwork required for specialty pernuts
1. Location/Site Address: ✓{� F//--( J1 I( A jj� 71 �]
2. Parcel ID Number: D 00
a— �O > VV � —
3. Complete Description of Proposed Work:
Cary iP.r Q_ F -+on . f 5, D- q,2 )DIi
4.
6.
Owners Information 5. Contractors Information
Name: (.haE(a) an M-0as
Address7g4k(1 aDle ahase-
City: P211 tit �{� State:
1i •77a- 10P 7 �%
Zip: �j4 �y �% Phone:
Value of Construction: $ '"1 (,/� • v�
FL Reg/Cert #: �"ok
County Cert#: 19 19 8 0
Business Name:
Phone: 50 �0 �3 Fax: 9 - 4-7
Email: it i'j Q fC o? d at l
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be do'W In
complia ce with all applicable laws regulating construction and zoning.
z . C' �—
RINT OWNER OR CONTRACTOR NAME SIGNATURE OF OWNER Ok CONTRACTOR
STATE OF FLORIDA, COUNTY OF S4 i wiu
ACKNOWLEDGED BEFORE ME THIS Q—DAY OF 20� BY�i �� 1 -err
WHO IS PERSONALLY KNOWN TO ME ( �) OR WHO H PRODUCED
AS IDENTIFICATI .
Pnl
aAQ,-_
l SIGN TURE OF NOTARY
COMMISSION NUMBER
NOTICE TO OWNER:
Revised 01/03/2014
Nle®LE DEANS
NOTARY Ba� C
TY E OR PRINT NAME OF NOTARY + STATE OM19DA
Comm# EE217824
Expifes 10/3/2016
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
"EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. The information to be provided with this application includes:
1. Location/Site Address
2. Parcel ID Number
3. Description of Project or Work Activity
4. Owner Information
5. Contractor Information
6. Value of Construction
Indicate the street address or general location of
property where the building activity is taking place.
Indicate the tax identification number of the
property where the building activity is taking place.
Fully describe the activity to take place.
Indicate the name and address of the owner of the
property on which activity is taking place.
Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license
number and the name of the business doing the
work.
Indicate the total value of the work to take place.
Total cost of construction includes all current retail
material and labor costs associated with the
building/construction activity. Construction value is
used to determine the permit fee. St. Lucie County
reserves the right to question and/or modify the
indicated value of construction if it is demonstrated
that the submitted figures are not consistent with
similar types of construction.
❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance
❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications
❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence
❑ Siding Attach 2 copies of manufactures specifications
E(HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or full replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772)
462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.
NOTE. Emergency electric service change out inspections will not he performed after 3: 00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
Shed/Location Permit
PLEASE LOCATE SHED AND ALL BUILDINGS
WITH SETBACKS TO THE PROPERTY LINES.
Example of Plot Plan for shed.
Please show distance from shed to the
lot lines
House
Smith Lane
FRONT PROPERTY LINE ON ROAD
Shed
All applications for Shed - Locational Permits are to be submitted to the St. Lucie County Building and Zoning
Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications
for Shed - Locational Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No
applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please
contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00
AM - 5:00 PM), Monday through Friday.
Following the issuance of this Shed - Locational Permit, the scheduling of all required inspections may be made by
calling (772) 462-1261.
SLCPDSD 4/11/2011
This combination qualifies for a Federal Energy
Efficiency Tax Credit when placed in service
between Feb 17, 2009 and Dec 31, 2013.
Certificate of Product Ratings
AHRI Certified Reference Number: 3645739 Date: 1/27/2014
Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source
Outdoor Unit Model Number. 25HBC530A**30
Indoor Unit Model Number: FX4DN(B,F)031
Manufacturer: CARRIER AIR CONDITIONING
Trade/Brand name: CARRIER AIR CONDITIONING
Series name:
Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING
Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source
Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third
party testing:
Cooling Capacity (Btuh): 28800
EER Rating (Cooling) 12 50
SEER Rating (Cooling) 15 20
Heating Capacity(Btufi) @ 47 F 28200
Region IV'HSPF Rating (Heating) 8 50
Heating C4.
apacity(Btuh) @ 17 F 17000 (�
Ratings followed by an asterisk r) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate.
DISCLAIMER
AHRI does not endorsethe product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibilityfor,
the product(s) listed on this Certificate. AHRI expressly disdaims all liability for damages of any kind arising out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at wwwahridirectoryorg.
TERMS AND CONDITIONS
This Certificate and its contents are proprietary products of AHRL This Certificate shall only be used for individual, personal and confidential reference purposes.
The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any
form or manner or by any means, except for the user's individual, personal and confidential reference.
CERTIFICATE VERIFICATION ��'
The information for the model cited on this certificate can be verified at www ahridiredoryorg, Air -Conditioning, Heating,
click on `Verify Certificate" link and enter the AHRI Certified Reference Number and the date on A. on ILI and Refrigeration Institute
which the certificate was issued, which is listed above, and the Certificate No., which is listed belowk
02013 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130353197958766846
I
Florida Building Code Online Page 1 of 2
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"i�Il.;�.� L': A%i%ritr??t•1I gC15 Home 'Log In 'User Registration Hot Topics Submit Surcharge Stats & Facts Publicauon5 FBC Staff BC[S Site Map
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''' Product Approval
�5a �
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Regulation
"` ProdySLAyoroval Menu > Product ur duuliration Search > Aooi!cation List > Application Detail
Ribu J YC{5l41rd�!! x3!! 5?�11i,UN
iji's!<''Ij'aS,jiF51)�Ii+l{i �'N+?I FL # FL14239-RI
Application Type Revision
Code Version 2010
Application Status Approved
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)
Equivalence of Product Standards
Certified By
Sections from the Code
BMP International Inc.
4710 28th Street N
St. Petersburg, FL 33714
(727)458-0544 -
benmengB@yahoo.com
Xlanbin Meng
benmeng8@yahoo-corn
Structural Components
Anchors
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Frank L. Bernardo, P.E.
PE-0046549
National Accreditation & Management Institute,
12/31/2013
Ryan J. King, P.E.
YI Validation Checklist -Hardcopy Received
FL14739 RS COI COI.odf
Standard
ASTM D1761-06
ASTM D1761-88
Florida Licensed Professional Engineer or Architect
FL14239 Ri Eauiv Eauiv.Ddf
Year
2006
2000
htip://www. floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDquDEJErtOS Cei... 2/13/2013
e � f
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/29/2011
Date Validated 12/13/2011
Date Pending FBC Approval 12/18/2011
Date Approved 01/31/2012
Summary of Products
FL #
Model, Number or Name
Description
14239.1
Slotted Steel Tie -Down Clips, 1"
Steel Tie -Down Clip System (For Use with Mechanical I
and 2" Models
Units at Roof or Grade)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14239 Rl II Dwa.odf
Approved for use outside HVHZ: Yes.
Verified By: Frank L. Bennardo, P.E. 0046549
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This design provides allowable capacities for the
fL14239 RI AE L-valmdf
I system. The required site -specific design pressure
Created- by Independent Third Party: Yes
(demand) shall be calculated by; others for use with this
design.
Aaek Next
Contact Us :; 1940 North Monroe ctrept Tallahassee FL 3 3Q9 Phone: 850-487.182a
The State of Florida Is an AA/EEO employer. Convrloht 2007J01_(ZState of Florida.:: Privacy Statement :: Accessibility Statement :: Refund.Slatainent
Under Florida law, email addresses are public records. IF you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
•Pursuant to Section 455.275(1), Florida; Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address If they have one. The 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 public.
To determine If you are a licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
littp://www.floridabuilding.org/prlpl _app_dtl.aspx?param=wGEVXQwtDquDEJErtOS Cei... 2/ 13 /2013
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
I E'OL B MIN. WEIGHT,
FAEG{AN LCAL UNIT
PER SEPARATE
TYP.
CERTTNCATION,
' SEE DESIGN
7CUITER OF
j! SCHEDULE FOR
r GR,lVII'.
MA,`CLMUM SURFACE
AREA AND DESIGN
PRESSURE, TYP.
.
STEEL TEE -DOWN CLIPS.
• /'
/
SEE
�1,2\, L 11
DI ONI TO TIED WN
ADDITION
SCHEDULE FOR CLIP
INFORMATION, TYP.
3-.14AXI
I CENTER OF GRA.V1TYt
ASSUMED TO ACT AT THEI
i,-`
GEODIETRIC CENTER OF THE'
_
MECL UNIHANT MUSUICAL TNBEIti.l
i
MECHANICA
SQUARE OR RECTANGULAR,
y u
NO IRRECULAR SHAPES.
z
�O
�w
2F
L;
m
_
,
I
3• MAXI , ...,...
!.
TYP, ��
•
HOST STRUCTURE DESIGN 6Y OTHERS.
- _ .
rB•-7 ..
SEE TIE -DOWN SCHEDULES FOR
ALLOSVAOLESIIBSTRATES. ROTE,: WOOD
MEMBERS MAY NOT BE USED FOR
-
ROOF -TOP APPLICATIONS PER FBC 1522.
.
DOUBLE CLIP OPTION:
(2) TOTAL CUPS MAY BE USED AT EACH CORNER (ONE EACH 014
OPPOSING CORNER FACES, 3- FROM CORNER APEX, TOTAL OF
(S3 of PS
P''R UNIT FOR THIS OpTIDY), EACH CUP STALL HOT
EXCEED 3- MAX OFFSET FROM END OF MECHANICAL UNIT AS
MAX 'TYP. '`AAQSSrOO���
-TYP..:: ,AAB
iUTILEzE (1) CLIP- AT EACH CORNER
'-IAs SHOWN WITN 3' MAX OFFSET
!FROM END OF MECHANICAL UNIT. ,
DETAILED EI HERN. DO NOT SPACE CONCRETE ANCHORS CLOSER 1
THANTHE ALLOWED SPACING LISTED IN THE TIE -DOWN MECHANICAL UNIT
ANCHORSCHEDULES.SEESHEEETS2?,3FORM0RE --' i TIE -DOWN ISOMETRIC
INF00.I4ATIOM, t_
..._ 1 ISOMETRIC
'FIR CIARRY, TH15 iSOHETRIC @YLY SHoW51" CUPS. THE I`_DI— 4ETRIC
L YOU' IS 7YPiG\L FOR BOTH 1' AIYD 2' CUP AFPltCATIONS. 2' CUPS I
i,RE NO- CERT[F:ED FA't AfICHORAGE YO CONCRETE.
-DOWN CLIP DIRECTIVE EXAMPLE
IE FOCLDS7RIG EXAMPLE ILUISTRATES THE PROCEDURE 1,5ED 70 DETERMINE THE MAXV4UN ALLOWABLE ININD PRESSURE FOR ANY GIVEN MECHANICAL UNITTHAI
NENSIDN RESTRICTIONS LISTED HEREIN. SEE SHEETS 203 FO7TIE-DOWN SCHEDULES.)
MECHANICAL UNIT CRITERIA:
CONSIDER THE Imi-TION OF (i) MECHANICAL UGIT :'JOH THE FOLLOWING CRITERIA-
36' TAU- x 36' DEEP x 24' WIDE, 150 LB WTIBNT AS VERMED BY OTHE4S, INSTALLED TO 3192 KSI MITI. -ZIXP..ETE AT GRADE AS VERIFIED BY OTHERS.
TO THE
Co.4CWSfOY:HitT:1LS4ALLD'Y..�BLEIA.TE9ALDESIGN-'nSSU.Y•- �1 OFSF�
(Copp^RE TITS VALUE TD THE SEP ARATE SITE SFEC7FIC REQUIRED DESIGN' lYIYD,I(E_SSURE PFOV!Oc0 BY A L'CE.'50 Eh. 9I:.E_n OR REGiSTFRED ARCHOiQ; NO, RlUb'DED LH ,TITS
CER71FAr4TIWj �_
ABRICA T ED IN
1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED
ACCORDANCE W[TH THE REQUIREMENTS OFTHE 2010 FLORIDA BUILDING •I,
1 "r
CODE, FOR USE WITHIN AND OUTSIDE THE HIGH IITLGCrTY HURRICAI,E ZCNE.
HAS BEEN USED IN THE
;
2, NO 33-1/3-6 INCREASE IN ALLOWABLE STRESS
DEST GN OF THIS SYSTEM.
3. DESIGN 15 BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TESY
x uT
w�
REPORTS GTFL 01970301A, ;t-.EL 01970387E BY TESTING EVALUATION
Q
2,z ; a
LABORATORIES, INC.. NO SUBSTITU'TONS wiTNOUT WRITTEN APPROVAL BY
IS ENGINEER SHALL BE PERMITTED.
c
i
u ZR W
l o'P S z
T
4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED
'
HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY
CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED.
5. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE
KITH THIS SYSTEM SHALL 6E DETERMl^lED BY OTHERS ON A SD'E-SPEmCCO-
ASIS IN ACCORDANCE WITH THE GOVERNING CODE.
6. MAXIMUM if MIPU14UM DIMENSIONS AND MINIFIUN WEIGHT OF MECHANICAL
UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL
SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY
'
�..
..._ . OFTHE CONTRAMR: ....__..._-.__._._... _
..
_ _ ..
7, FASTENERS TO B= '12 X ,' OR GREATER SAE GRACE S UNLESS NOTED
OTHERWISE. TAPCOMS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,
ay
.'�
CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR
SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SMALL HAVE
.+
APPROPRIATE CCRROSIOM PROTECTION TO PREVENT ELECTROLYSIS.
3. ALL STEEL CUPS SHALL BE AS.M A233 STEEL (GRADE D) WITH Fy - 33 KSI 02
z a
BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH
-
r
AN ApPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN
P WE I
N
ACCORDANCE WITH THE 2010 FBC SECTIONS 22U3.2 AND 2220. G90•PLATED
ti
COATING REQUIRED FOR ALL COASTAL INSTALLATIONS.
9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A
MINYII.RIM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND
SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 FSI, UNLESS NOTE-0
LLIc
OTHERWISE.
10, ALL WOOD MEMBERS SHALL BE PRESSURETREATED SOUTHERN YELLOW PINE
GRADE :2 WITH SPECIFIC GRAVITY G o 0.55 OR GREATER, DIRECT
FOR ROOF
CONNECTION TO WOOD NTEi49ERGfSLEEPERS IS NOT PERMITTED -TOP
E
APPLICATIONS PER FBC SECODN 1522.
11. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM
DISSRH D'IR MATERIALS TO PREVENT ELECTROLYSIS; I.E. ALUMINUM PER F.B.C.
m
2a63.E.4. +
12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 19 INSTALLED BY
OTHERS.
13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO W ITHSTAHD SUPERIMpOSED
-
LOADS SHALL RE'VERIF1ED BY THE O.NSITE DESIGN PROFESSIONAL AND IS NOT
c
INCLUDED IN THIS CERTIFICATEoN.EXCEFTAS EXPRESSLY PROVIDED HEREII,
OR AFFIRMATIONSARE INTENDED.
a
IT.
NO ADDITiO'7AL C[3iiIFICATICNS
PROVIDE
!Qc
±4. THESYSITEM DETAILED HEREIN IS GENERIC AND DOES NOT
FROM
y3+%
INFOPJ•tATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT
THE CE)NDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
!
g
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
1�
I
'AN
`s�<=
COPOUNCTION WITH THIS DOCUMENT.
SHALL BE THE FULL
1
-9H
= EHTNESS OF EXISTING HOST SUBSTRATE
15. P. ,I
SHALL
j I
�1_r,
RESFOP �[BiLITY OF THE INSTALLING CONTRACTOR. CONTRACTOR
REST
»I
T
$'.��
ENSURE TIIAT ANY REMOVED, OR ALTERED WATERPRCOFING MEMBRANE IS
!
TORED AFTER FABRICATION AND INSTALLATION OFSTRUCRE PROPOSED
RSR
#92
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
.. WAIERPROOFIING OR LEAKAGE ISSUES WKTCH MAY OCCUR AS
_. rca,rzRxl:l sFau£'+u?t
WATERTIGHTNESS SHALL BE THE FULL RESFONsi5may OF THE INSTALLING
CONTRACTOR.
l i-BM P-0001
Cd
1" STEEL CLIP_ TIE -DOWN_ SCHEDULE: AT GRADE INSTALLATIONS:
_
- �T
' MAX&,tUM1I AL_LOWASLEl1LTERAC YJIND PRESSUP.E (ANCHOR TO HOST STRUCTURE)
E `
_
(1) CUP A7 EACH CORtJER (FOT.iL DF 4 CLIPa' PER UNIT)
i (2) CLIPS AT EACH CORNER (TOTAL OF B CLIPS PER UNM
R'+ti(IR1Ua15URFAC--
AREA OF UNITS UNIT
1 HEIGHT
'SIT' TM'� SHEET METAL SCREE SHETNETAL SCREW WOOD
SCRE'+°I TO
TAPCONTO NIETkL
SCREWTO
SSCREV.710
SHEET METAL I iMOOO
SCRa'17e STEEL
SGRE:Y7o
YiDOD
LARGESTFACE
i I TAPCD4 TO CONCRETE
TOALUVINUM TO STEEL
WOOD
I CONCRETE I ALU6OMJM
j
I fM PSF I 91 PSF 91 PSF i
91 PSF
__. 100 PSF 1OO PSF _ J..
...II I_
__ tU0 PSF 1
100 PSF
1 FT'
_— fi1 PSF I
- --6'1 PSF
61 PSF
PSF _ _ 100 PSF i-
f00 PSF i
100 PSF
.^ 6F7' ^� °
BS PSF _
A PSF 40 PSF 40 PSF
40 P9r
�'
77 PSF 77 PSF
77 PSF (
TT PSF
9 FP 48 I,?4X
�'—
24' MIN
)J 30 PSF
30 PSF
SB PSF 69 PSF
56 PSF
58 FSF
12 FT'
30 PSF 30 PSF_
, __. .__..
I Ia PSF i
43PSF 1
43 FSF
--_ 60'MAX 46"MR4 .. �.__'l1 'wi r� "/�r1' `/��//Y // 30 FT'
.,.,�..,-
36FT+
1. TIE -DOWN CLIPS SFi,'L' BE FASTENED TO MECHANICAL HOUSDJG UNIT 1YR<', (3)-*12 SAE GRADES SHEETMETi%LSCRtA'fS. ((5)-SKEET METAL SCREWS REQUIRED FOR LONG CUPS, 51EE LIETATL 1J4.)
2. FIECM aCAL 1ICUS114G UNIT S141' LL CONFORM TO THE FOU.CYJING;
2.1. AL'Jt-UNUM NOOSING UI(ITS SHWA BE 6063-TG PHIL ALUMINUM SHEET WfFH 7ty-3D KSI, 0. 25° M[M 7HICKNESS.
2.2E STEEL I'lOU5L4G ULJITS SHALL BE 3315I FI1N. STEER, GRADE 33, 22GA N W. (t�.0290').
3. MAAIMUMALLOWAELE WIND PRESSURES FOR EACH INDIVIDUAL SUSSTFATE MAYBE E(?JNALETIT DUE TO THE LIMITING CAPACITY OFTHE 1° CLIP.
4. A HAYJMUM AL_' iLE VALUE OF 100 PSF HAS BEEP UTILIZED; FOR HIGHER DEMAND C.',PACITIE'S CORTAU. THIS ENGINEER FOR SITE-SPECLFLC ENGINEERING.
ANCHOR SCHEDULE•
SUBSTRATE
_(____ANCHOR
CONCRETE:
(1)-Y"p CARBON STEEL ITW SUILOEX kPCON, I;'+ FULL EMBED TO CONCRETE, 2)4 MIN.
ANC{H_._
(4• THICL FIIIJ, 3792KSi MIN.)
(
EOGEDLSTANCE,3'MN.,SPACII2GTOILWAD7ACET
ALUMINUM: �-
k(1)-= 14 S4C GRADE S SHEET METAL SCREW TO ALUMINUM, PROVIDES) PLCCHES FUN.
(0.325 N!R. TMCC, 6U61-iE MIN. FLL'Y,IN'JLA}I PAST THREAD PANE FOR SHEET t4L7AL SCREW. -
' (1)-914 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE 15) PINCHES MIN. PAST
STEEL:
�(O.17S' MIN. THICK, 33 KSI MIN. STEEL)
THREAD PWIF FOR. SHEET 14ETAL SIXftY. -
'-'—_------"�—
(1)-Y14 SAE GRADE WOOD SCREV+TO'1fC00 FQ12ER, PROVIDE i'<:" MIN. THREAD
DISTANCE, i° MIN: END L+iSFANCE.
((SOUTHERN YELLOW PINE, G�0.55 OR BETTER) PEF7� ftAT[ON. 1" Fi1N. EDGE
ANCHOR SCHEOUI.E FIOTES:
tI. EMBED.l�ENTAt]DEDGEDL%ARCEEXCWDBFINGHES,IFAPPLICAt-'-
2, ENSURE MINIMUM EDGE O{STANCEAS NOTED RJ AHCHOR SCHEDULE
TtA9LE LEGEND!
—�� -DENOTES E,AMFLE VALUE FOR USE WITH COVER PAGE DIRECTIVE
-DENOTES VALUES NOT APPROVED FUR U56
2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS:
MRXIN.U74 ALUDVJAB' LATERAL WINO PR(A ESSURE NOiK)R TO NOS: STRUCTHRE)
AtM SGLVACE Uyn utiR (1) C ATAT EAG4 CGRHER (TOTAL OF4 CUPS PERUNIT) ; (2) CUPS AT EACH COR.;VE4 fTOTAL.OF 9 CLIPS -PEP, UNIT`.
i AREA OF U:IIT5 NEIGNT Y.RD� rl c1{[{T METAL SCRE:V WOOD SCREW TO SCRE'V TO 6- TO
SHEETMETAL i S}IETMETAL WOOD Sf12-VI
LARGEST FACE I SHELTMETAL SCRs•"fl E WOOD ' SCREW TU ,EEL WCCD
i TO ALLA V4UM TO ST-EL AUP71NL1M '
4B " MPL: 1 24 " MIN
I I
� EEt ^ NAX
46 " MUJ 27 PSF � 27 PSF 27 PSF ( I _ 57 PSF
I 53 PSF I bJ L'=1- t
' 1.
Ti&00'1/N G.IFS SNaLL BE FASTENED
TO MEQi1WCAL HOU'a1HG UNTI' WITLL (3)-F32 SAE GPM1DE 5 SIi-ET MEAL SCREWS.
2. MECHANICAL HOUSING ULJITSHALL CCSIFOR,M TO THE FDLLOVJIHG:
2,1E aWMCN11Tt HOUSING Ut1I7$ SHAs L DE EOE3-TK MiN. ALI/HINUM SHeET Ceti H RY=� K$I, 0.12� 41A'.' iICKNE53.
.
2.2E SYER HOUS[tiG UNIT$ SHALL BE 33K51 M[M. STEEL, GRADE 33, 22GA MRJ. ([=C.0299').
FO.R
'
1. A MARL :UPI ALLOWABLE VALUE OF 100 PSF HA5 BEFF1 UTiLtZU; FOR HIl3;IR pGaJ`NO CAPACITIES COt�ACT THIS ENGBdcER
SLTE-SPEC FIC ENGINEERIJG.
ANCHOR SCHEDULE:
_ _�-•
�-y ANCHOR
l ANCHOR SCHEDULE 0,ES:
SU657RATC I
SHEECMETA: SCREW TD ALUMINl1%PROVIDE(5)PFYCFT3 MIN.
1. EMBEDMEMT .'LCJO EDGE DLTA:`JCE ASNO E F]NANCH,LF 42PLIUB_.
PASlT§, EISL'R'c HINIFIU4 EDC2 DISTANCEAS NOTED ]H RNCFX)RSCHEDUL'u
ALUMiNL44:_----�—il2)-=14 SAE GRADES
)(0.125°MIN. THICK, 6061-T6f49(.ALUM;."D1M); THREAD PIA PIE FOR SHEET HUAL•SCREW.
- STEEL.___-----! (2)-a14 SAE GRADE S SHCE.- METAL SCREW TO PROVIDE (5) FINCHES MRJ. FAST
j (0.125' HRJ. i11LCK, 33 KSI Mlii STET'.] THRE-0 PLANE FOR SHEET METAL SCREW. _ _
F MUS THICY.FIESS: L21'- 1+: SAE GRADE 5 4YD0] SCREL'1 TU WOCD W:,d BEN, FRO'.,Ia Sit' HIS:. THREAD
SEALED 1Y00C, 1-Sf2' a^
17'AdLE LEGEItU:
--
q %..�4( -DENOTES VALUE F:1T APPROVED FOR USE
�(S� ERN YELL O:. PINE, G=0.55 OR 6M11) PEN.L74ATION, 1° }ILN, EDG= DISTANCE, 1- MIN. END DISTAtF_E. __
..... ..
7 -I : i
W = (X ^ D
'ag"
6
£Cotsw°g
"a931_
z
�
Iti
Zan m
�o
a
� }z
-3
Lu -•as <
d
m s
u4PlniGf1 f11NHL=:•'SfI6Tz_
11=8MP-0001
SCALE( NX.. Oi
RAGE OFSCR]DTION• ,
1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS:
( IB Ih1UJAALLOWABLE IAr WIND PRESSURE (ANCHORTO H057 STRUCTURE) y �
I NAXOdUM SURFACE j _� itICUPATEAGH CrRNER QOTN. OF4 CLIPS PFR UNITI 17{CLIPS AT EACH..^.ORNERsFOTAL GFB CLIPS PER I'tnY)_
I Li'_" ROnf i"OPiA1TA4ATl0!:SS,rALLLT}:t'Pp.¢Fr
AREAOFUIJIT3 UNIT UNIT tNIDTNr SHEET META! Ioa+:rroA a+nwirr: cuesoN lsmlann
HEIGHT SHEET 64ETAL SCREW SHEET f4ETAL SCREW 1 TAPCCN TO SNEET h1ET.4L
I LARGEST FACE I I TAPCOMI TO CONCRETE I SCREW TO x0 SW Awi PEO.'nfl� marmoF ' 1
I TOALLNINW>f TO STe'eL CONCRETE I SCREW TO STEEL' xwu:IallraAwutLw,TsOENxrurn ar
E ALUh1W, 1 ypeg zY5E.2 a1;JrLN(:.Ye+91n'o,s.wa: n:E
4 FT'1 82 PSF PSF { 62 PSF 100 PSF
I 100 PSF I i00 PSF z'=u'P^-E, F•Y%�Exca'nreNAralis
r7(TnJ! EE1v+�F! MF1M:X LTlAascP
g Fla I 41 PSF 47 P$F 4T PSF 77 PSF
Ti PSF 7T PSF I[Fus7�rTSU.=!'c.2r.'fHG+!a sr.:rJmlvu
OA r
i
9 FP ( 48' MAX( 2C' 6L'N 21 PSF ! 27 PSF 27 PSF 5-, PSF
51 PEP 51 PSF �° "��flrA
.v T9PA!iUMJt JSti CTiTF4tYiU2t
I
�•,i�%/� �%�,'4%.%jam%„ j 38 FSF
12 FT' i i ,/. �fj�"� fi�l
IBA I_I ir•%�!:,i�Y/ fii'/ji 29 PSF
1 38 PSF 38 PSF_�IfOOE TD FEFNrT?�PAIFS AECFNc i:'A'G^¢
r � xaavr3rzcEc=�flcaas'crrsric ar.•wan 1
-_ 29 PSF 20 P5.' cA.uFEoc: w:.r4rn rcnN LvsUev. r�ru�
i HAvtSc•�Y,fE OJCYi,MGRATfO!r .a:�Ya+. j
20 FT'
33 PEP 33 PSF
I
26 PSF 1 26 PSF lxrEmrn A.vu is C•NSrnF n+E scot r.Pm!s
26 FT. 40 M,N z;= r / /' % "Old
`sO FP lil///•'//'. l! %N�
'/ T% i�'.,rl"fL�
1. Tic -DOWN CLIPS STALL BE FASTEHEDTO fIECHAn:CAL HOt1S1'IG UNTT LY7TH (3)-312 SAE GRADE 5 SH=H'T METAL SCR?A'S. ((5)-SHEET METAL
SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 114.)
SLCGNTO-IEM_OVnNG: ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP
2. MECHANICALHOUS;iiGUNLTHALZRM
2.1. ALUMINUM HOUSING UNITS S!IAI18-c 6053-76 MIN. ALUMINUM SHEET WITH FIy=30 XSt, 0.125' MIN. THi-_WIESS,
(t-0.0299').
(DC3IGN TABLE ACCOMMCDATES MAX 9DLB/CLIP AS AGDIPONAL UPLIFT IN
22. STEELHOUING uN17S SHALT. BE 33XSI MIN. STEEL, GRADE 33. 22GA PUN.
ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO IiF LIMITING CAPACITY OF THE 1' CLIP.
!'CMBUTATIDN YlITH UPLIFT PAUSED 8Y OVERTURTRNG F:iGM LATERAL
M7L\IMUM
A MAX[MUFI ALFGlYABLE VALUE OF U)O PSF HAS BEUi GTIL2E6; FOR HIGHER DEMAND CAPACITIES CONTACTTHIS ERGIH"cER:OR SITE -SPECIFIC
FORCES. SEE ASCE 7-10 SECTION 295 FOP. MORE RNFCRRATION.)
F_'GT::EERl1G.
AtLOWAeLE UPLIFT PER UNIT IS BASED ON
r
. ANCHOR SCHEDULE'
THE NUMSER OF CUPS UTILIZED X 90L8VCU
.
........._.... ... _.. .. . , - __ _ __._. ... .._... .... ANCHOR ..... j. .. _.___: .I _ ...
SU85TRATE �
EkNllA.. _UCUP . - .. ..-.. ......
E' 4 CUPS X °0 LB! 3E0L 8
CONCRETE: ': (lY5'D CA.58R0!J STEEL TRY 13UILDEX TAPCOH. l;ti' FULL EMBED TO CONCRETE. 2i;' PUN.
! EDGE DISTANCE, 3' MIN. SPACI\G TU APP( ADJACENT ANCHORR. t
(REQQJIfL"J UPLll-DEPLTND S.YAIl EE OcTR :1NA
! (A' 7HICt Mi,., 3I92XSi T•1UL) j
ALUKIN:X4: I(r)• 14SAECAADC55HEET M=EA'vSt-TiEY TO ALUM^:V4, PROVICE (SjPWC1♦rS MIN,
OVA SI7E SPEC07CaASIS BY LTCEMSED ENGF.VEER
OR iEvI.57�-`�1�^GLF:EL:,-A'O'Fi+.�1UDEO LN7"IS
-
IF 0.125° MIN. TryICK, 606i-T6 ISIN. ALUP!UNN) PASTTU7EFD PLANE FOR SHEEC;4ETAL SCRC:7. -.
IAT1FiCA77CNI
STEEL: (!),WU SAEGRADES SHEET METAL SCAM9V TO STEEL, PROViOE (5) PINCHES MIN. PAST
TABLE LEGEND:
Y(
(0.125- MIN. THICK, 33 KS M(K. ST:Ej THREAD PIA:`!E FOR SrIEEi METAL SCRE4'/,
j/✓� -DENOTES VALUE3 NOT APPROVED FOR USE
1. EMBEDMENT ANC EDGE 015KAUCE EXCLUDES FINISHES,IF APPLICABLE.
2. ENSURE DIIRI.MUM EDGE G13TAfiCE AS NOTED IN ANCHOR SCHEDll(B. _
�
2rI STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS:
1. TI&DOWN CLIPS S+ALL RE FASTc'1^.ED TO I4{MANIC 1 HCW'!NG UNIT ;V.TH [3j�11/. Snt wu'ue � xcr., , r,n�.�.:....._.
2, MECHANICALHOUSIt(G UNIT SHALLCANFORMTO THE FOLLOWING:
I.1. ALUMINUM HOUSING UNITS SMALL BE 6363-Tu MM. ALUMINUM SHEET WITH FTy=3O KS!, 0.12V MIN. TH(CANESS�
2.2. STEEL HOUSING UNITS SMALL BE 33k51 RIM. STEEL, GRADE 33, 22GA P1U'1. (T=0.0299')
3. A MAXIMUM ALLOWABLE VALUE CF 100 PSF HAS BEEH UTILIZED: FOR HIGHER DEM VID CAPACITIES CONTACTTH!S ENGINEER,
SITE -SPECIFIC ENCINEEIMUG.
-�--- ALUM[^NUM: I (I)-S_4 SAE GRADE 5 SHEET METAL SCREYI TO ALUMINUM, PPOVIDE (5) PINCHES MIN-
WOS (0.125-MTN.T,GCd1-TL MIN.4111MUIUM.1 PAST THREAD PLANE FOR SHEETMEiAL SCREEN.
5TE-+L• I (2)-,-14 SAE GRADE S SHEET METAL SGEYJ TO STC�, PROVIDE (5) PINCHES AIM PAS
(al2S°F1W.THICef, i1;;SIMINV 31EEL) ITINTER➢PLANE FCR SHET i+ETAMSCRE:J.
1. EMSSEDFIENT AND EOu D[STAIXE EXCLUDES 'FIBSHES, IF.AP?UCABLE.
2. EHSLJRE 11211HUM EDGE OlS CS AS IJO.ED IH AV0tCR SCMEOL'I -
j ttOlE Aair�I-�!�[tAII:Y�S 5:41L CLNbAi!
fG lrDAlJA EiaeOML LOUFSL=RPV I509 TN+?
li7l POR hYN7 kNlCNiEQUl�i MATx0.^P
1NAFC'8JACE
flAFiOFFtOn?TERNrAVIIS
,
_:rTPMJ EEL, UP -rC Tv M'TIf, W!ii AM
.'¢,U -YEW ^.,PFC.¢tAUvrU(!+nAr!1"!UJJfr
11 E:.NJ.'FIRFf�(IIXACfJRJAYW 9l.-R!
StinUN liP. FYDICR a5:20FTNEmIMfNn
[pTti�TJ Pi¢MTP.rPA!RL PEEVLSVP[P, M9iJY
!44'MtiR:l.Y2 C°"T1:£!C�'vG SYSItx. /AY CliR9
a¢'_'JFP39T�um mm ars UESTrvrsRru
tt+F'csr'Aartrco_wrutiurcY�anv.Yz
I hTEt1cMANDb CUTSrUE THE SYDCEG'TRS
ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP
(DESIGN TABLE ACCOMMODATES MAX 98LBICL'P AS ADDIiIOWL UPU IN
COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL
FORCES. 5FE ASCE 7-10 SECTION 29.5 FOR I•tORE.:-+7FCNMT.ON.)
ALLOWABLE UPLIFT PER UNIT IS EASED ON
THE NIptBER OF CUPS UTIUZEO X 90LB%CLIP
F,XAMILF, 4 CLIPS X 90 LWO!P =35OLS
(REQUIRED UPLl7DgPWiD SHALL BE DET:RMINEU
i O;Y A SITE SPECIrJC BASIS SY IICNSED ENGINEER
OR R.EGh;*REO ARCHr! CT; 1TOT INCLUDED IN il.-
C&ITIFFCATION)
-UEUCTES VALUE NOT APPROVED FOR USE
Q�c
a
O
C
p(vx
v
Q
a
J
H
s
U
zca
11-BMP-0001
S[ALL N.TS. 01
UGE �F.SCATPT;QN;
J
TYP.
0.068- THia—..
ASTM A263
STEEL4 nP. "W i
%� IYt1i I o
4
li
(3)-g11 SAE GRADE 5
F CR ANY CLIP LONGER THAN 10•
SAE GRADE
UTLIZE (5)-712
SHEET METAL SCREWS (PROVIDE
SCRENS A7 1IIi
VOLT BY OTHERS. ALUMINUM
MECHANICAL V
2-iiiN. SHErtT METAL
THE TOP OF THE CLIP) TYP. I
HOUS1tKa UNITS SHAD. 3E 6063-TE MIN.
---
ALUMINUM EET'M SHIH F[y=30 KSi, 0.125" MIN.
A i
THICKNESSS EL HOUSeiiG UNITS SHALL BE
-'
1-5,
IE ti
33KST MIN. STEEL, GRACE 33, 22CA MIN.
(Ie0.0299').
�
w(
'9
0.068' THICK A_cM-
y
A2U3 STEa CLIP, r(P.
BASE OF UNIT SHAL'_.-
H'
BE (LUSH \KITH 5A5E
OF CLIP, NO SPACE
'
"A
PERMITTED, nP.
SHEET METAL SCREWS -l; �i (i Si 0 HCLE, wwl (OTHER
AT TOP OF SLOT, TYP_ Il, ANCHOR FROM 1-
I, CLIP ANCHOR DIMENSIONS
0.75" III i �. �.--- SCHEDULE, TYP. SIMILAR)
1 I" CLIP ISOMETRIC DETAIL
4 N.T.S. ISONETRiC
o.125J; j '
s Q.IL'°THUG:
ASTM A283ji
•-+j'
STEEL, TYP. III L
(3)-#12 SAE GRADE
5 SHEET METAL
SCREVIS AT TOP OF
SLOT,nP.
3q O HOLES, NOT TO
I I BE USED FOR
ANCHORS, TYP.
0 IT
6.375
FACTORY -MILLED "'O HOLES" J1Z ' DSO,., -;I
UTILIZE ANCHORS FROM 2"
CLIP ANCHOR SCHEOULE,TYP.
05 ?_22" CLIP ISOMETRIC DETAIL
----�N 4 N.T.S. ISOMETRIC
(3)-A 12 SAE GRADE 5 SHEET METAL
SCRE:VS THROUGH CLIP- TO
MECHANICAL HOUSING UNIT BY
OTHERS. PROVIDE (5) PINCHES MIN.
PAST THREAD PLANE FOR EACH
EMS, TYP.
—ANCHOR FER ANCHOR SCHEDULE
x Su"STRATE PER ANCHOR
_..__.____..__r___.......__ ... SCHEDULE (VARIES)
1".TIE-DOWN. CLIP
s ANCHOR DETAIL
4 3' = 1'-0' DETAIL
CLIP' D( SIGNED FOR FULL -I
CONTACT WITFI THE BASE OF EACH
MECHANICAL UNIT, , _'
MEr_'blQHCAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 60E3-T5 MIN.
ALUMINUM SHEET WITH F'Y-30 KSI, 0.125.141N.
THICKNESS, SEEL HOUSING UNITS SHALL BE
33K51 MIN. STEEL, GRADE 33, 22GA MIN.
0.113"THICK ASTM,-
AZU3 STEEL CLIP, TYP.'
BASE OF UNIT SHALL-,
BE FLUSH V4ITH BASE
OF CLIP, NO SPACE
PERMITTED, TYP.
(3)-112 SAE GRADE 5 SHEET METAI.
SCREWS THROUGH CLIP TO
-MECHANICAL HOUSING UNIT BY
OTHERS. PROVIDE (5) PUNCHES MIN.
PAST THREAD PLANE FOR EACH
S S, TV.
(2) ANCHORS FER ANCHOR
;•/ SCHEDULE
SUBSTRATE PER ANCHOR
'ri / /r • = `�'' r SCHEDULE (VARIES)
2" TIE -DOWN CLIP
4 ANCHOR DETAIL
DETAIL
CLIP IS DESIGNED FOR PULL
' CONTAC7 Wlrit THE RASE OF EACH
MECHANICAL UNIT, TYP.
7
°
i
D n m 9 i
c) F f
z ? a
LLlgaa a o
z
a °
m
ll-BMP-0001 I
4
RING
Product Evaluation Report
November 4, 2011
Application Number:
FL #14239
FLB Project Number:
11-BMP-0001-01
Product Manufacturer:
BMP International
Manufacturer Address:
4710 28th Street North
St. Petersburg, FL 33714
Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models
Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade)
Scope of Evaluation:
This.Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Community Affairs (Florida Building Commission) Rule Chapter 9N-3.005, F.A.C., for -
statewide acceptance per Method 1(d). i The product noted above has been tested and/or evaluated as
summarized herein to show complianc6 with the 2010 Florida Building Code and is, for the purpose
intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required
following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
G PRODUCT EVALUATION DOCUMENTS
FLB drawing #11-BMP-0001-01 titled "Mechanical Unit Steel Tie -Down Clip Capacities: At -Grade and
Roof -Top Mounted Applications", sheet'.§ 1-4, prepared by Engineering Express, signed & sealed by Frank
L. Bennardo, P.E. is an integral part of this Evaluation Report.
o TEST REPORTS
I
Ultimate test loading structural performance has been tested. in accordance with ASTM D1761-88 test
standards per test report(s) #TEL 01970387A and #TEL 01970387D by Testing. Evalu a tio n, -aboratories,
Inc. 0.�v".'i)e,
a STRUCTURAL ENGINEERING CALCULATIONS
Kepsea Pnginear
,,ppa?�es
�t th
Structural engineering calculations have been prepared which
based on comparative and/or rational
-
evaluate the product
analysis to qualify the fallowing design criteria:
1. Maximum Allowable Unit Wind Pressures"�
•
2. Minimum Allowable Unit Width
FratiiT LE 'en
3. Maximum Allowable Unit Height
# PE, Q,
4. Minimum Unit Weight
°4s ,_.
5. Maximum Allowable Unit Surface Area
n ,
6. Clip Configuration and Anchor Spacing
7. Anchor Capacity for Various Substrates
160 SW 12T" Av.ENUE #106 DEERFIELD BEACH, FL 33441
PHONE: 954-354-0660 r-Ax: 954-354-0443
WWW.ENGExP.COM
„EXPRESS'' NovemUel• 4, 20l 1
BMP INTERNATIONAL -SLOTTED STEEL TIEDOWN CLIPS 1"/2” Page 2 of 2
8, Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use
with Rooftop Applications)
.. -....-No 33% increase in allowable stress has been used in the design of this product.
Impact Resistance;
Not applicable to this product.
Wind Load Resistance
This product has been designed to resist wind.loads as indicated in the design schedule(s) on the Product
Evaluation Document (i.e. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the materlal specified in the Product Evaluation Document (i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering
drawing) as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
professional engineer.
All components which are permanently ;installed shall be protected against corrosion, contamination, and
other such damage at all times,
This product has been designed for use within the High Velocity Hurricane Zone (HVHZ).
160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
PHoNe: 9541-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
Residential System Sizing Calculation
Summary
Project Title:
7946 STEEPLECHASE COURT BALCHUNAS RESIDENCE
PORT ST LUCIE, FL
1/27/2014
Location for weather data: Fort Pierce, FL - Defaults: Latitude(27.48) Altitude(25 ft.) Temp Range(L)
Humidi data: Interior RH 50%
Outdoor
wet bulb 78F Humidity difference 64 r.
Winter design temperature(MJ8 99%) 42
F
Summer design temperature(MJ8
99%) 90
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter temperature difference
28
F
Summer temperature difference
15
F
Total heatinq load calculation
26146
Btuh
Total cooling load calculation
28197
Btuh
Submitted heating capacity
% of calc
Btuh
Submitted cooling capacity
% of calc
Btuh
Total (Electric Heat Pump)
112.1
28200
Sensible (SHR = 0.75)
93.1
21600
Heat Pump + Auxiliary(O.OkW)
112.1
28200
Latent
144.3
7200
Total Electric Heat Pump)
102.1
28800
WINTER CALCULATIONS
lAlintar Waatinn I nnri (fnr 11RR cnft)
Load component
Load
Window total
288
sqft
7731
Btuh
Wall total
964
sqft
4030
Btuh
Door total
48
sqft
618
Btuh
Ceiling total
1158
sqft
1033
Btuh
Floor total
1158
sqft
7071
Btuh
Infiltration
61
cfm
1873
Btuh
Duct loss
2790
Btuh
Subtotal
25146
Btuh
Ventilation
0
- cfm
0
Btuh
TOTAL HEAT LOSS
25146
Btuh
Q"mmor !`nnlinn I Hari (fnr 11 RR snftl
RooraCZ
SUMMER CALCULATIONS
Load component
Load
Window total
288
sqft
11585
Btuh
Wall total
964
sqft
2159
Btuh
Door total
48
sqft
662
Btuh
Ceiling total
1158
sqft
1623
Btuh
Floor total
0
Btuh
Infiltration
46
cfm
753
Btuh
Internal gain
2490
Btuh
Duct gain
3935
Btuh
Sens. Ventilation
0
cfm
0
Btuh
Blower Load
0
Btuh
Total sensible gain
23206
Btuh
Latent gain(ducts)
1406
Btuh
Latent gain(infiltration)
1985
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(intemal/occupants/other) ,
1600
Btuh
Total latent gain
4991
Btuh
TOTAL HEAT GAIN
28197
Btuh
Latent intemal(6%)
Int.G
DUCM(19%)
inrL
EnergyGauge®Syst m S' i g
PREPARED BY:
DATE: Z /
EnergyGauge® / USRFZB v3.1
itlows(31%)
:itn4s(<%)
NinGow3(41%)
st Wn Calculations = Summer
Residential Load - Room by Room Component Details
Project Title:
7946 STEEPLECHASE COURT BALCHUNAS RESIDENCE
PORT ST LUCIE, FL
1 /27/2014
Reference City: Fort Pierce, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 64gr.
Component -Loads for.Room #1: Main
Type*
Overhang
Window Area(sqft)
HTM
Load
Window
Panes SHGC U InSh
IS Omt
Len
H t
Gross
Shaded Unshaded
Shaded Unshaded
1
1 NFRC 0.50, 0.96 No
No SW
7.Oft
1.0ft
22.5
22.5 0.0
25
50
565
Btuh
2
1 NFRC 0.50, 0.96 No
No SW
8.Oft
1.0ft
10.0
10.0 0.0
25
50
251
Btuh
3
1 NFRC 0.50, 0.96 No
No SE
5.Oft
1.0ft
64.0
62.4 1.6
25
50
1645
Btuh
4
1 NFRC 0.50, 0.96 No
No SW
1.0ft
1.0ft
45.0
6.8 38.2
25
50
2064
Btuh
5
1 NFRC 0.50, 0.96 No
No SE
1.0ft
1.0ft
17.8
2.0 15.7
25
50
832
Btuh
6
1 NFRC 0.50, 0.96 No
No NW
1.0ft
1.0ft
12.0
0.0 12.0
25
49
582
Btuh
7
1 NFRC 0.50, 0.96 No
No NW
1.0ft
1.0ft
30.0
0.0 30.0
25
49
1456
Btuh
8
1 NFRC 0.50, 0.96 No
No NE
1.0ft
1.0ft
53.3
0.0 53.3
25
49
2588
Btuh
9
1 NFRC 0.50, 0.96 No
No NE
16.Of
1.0ft
18.0
0.0 18.0
25
49
874
Btuh
10
1 NFRC 0.50, 0.96 No
No NE
1.0ft
1.0ft
15.0
0.0 15.0
25
49
728
Btuh
Window Total
288 (sqft)
11585 Btuh
Walls
Type
U-Value
R-Value
Area(sqft)
HTM
Load
Cav/Sheath
1
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
292.5
2.2
655
Btuh
2
Concrete BIk,Hollow - Ext
0.15
4.1/0.0
20.0
2.2
45
Btuh
3
Concrete BIk,Hollow - Ext
0.15
4.1/0.0
198.0
2.2
443
Btuh
4
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
30.0
2.2
67
Btuh
5
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
175.7
2.2
393
Btuh
6
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
50.0
2.2
112
Btuh
7
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
138.2
2.2
309
Btuh
8
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
60.0
2.2
134
Btuh
Wall Total
964 (sqft)
2159 Btuh
Doors
Type
Area (sqft)
HTM
Load
1
Insulated - Exterior
48.0
13.8
662
Btuh
Door Total
48 (sqft)
662 Btuh
Ceilings
Type/Color/Surface
U-Value
R-Value Area(sqft)
HTM
Load
1
Vented Attic/Light/Shingle
0.032
30.0/0.0
1158.0
1.40
1623
Stuh
Ceiling Total
1158 (sqft)
1623
Btuh
Floors
Type
R-Value
Size
HTM
Load
1
Slab On Grade
0.0
1158 (ft-perimeter)
0.0
0
Btuh
Floor Total
1158.0 (sqft)
0 Btuh
Zone Envelope Subtotal:
16028 Btuh
Infiltration
Type
Wholehouse ACH Volume(cuft) Wall Ratio
CFM=
Load
Natural
0.26 10422
1.00
45.6
753
Btuh
Internal
Occupants
Btuh/occupant
Appliance
Load
gain
8
X 230 +
650
2490
Btuh
Sensible Envelope Load:
19271 Btuh
Duct load
Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic)
(DGM of 0.204)
3935
Btuh
Sensible Zone Load
23206
Btuh
EnergyGauge® / USRFZB v3.1 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_ST LUCIE_CO_INTL
7946 STEEPLECHASE COURT BALCHUNAS RESIDENCE
PORT ST LUCIE, FL
1 /27/2014
EnergyGauge®/ USRFZB v3.1 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_ST_LUCIE_CO_INTL
7946 STEEPLECHASE COURT BALCHUNAS RESIDENCE
PORT ST LUCIE, FL
WHOLE HOUSE TOTALS
1/27/2014
Sensible Envelope Load All Zones
19271 Btuh
Sensible Duct Load
3935 Btuh
Total Sensible Zone Loads
23206 Btuh
Sensible ventilation
0 Btuh
Blower
0 Btuh
Whole House
Total sensible gain
23206 Btuh
Totals for Cooling
Latent infiltration gain (for 64 gr. humidity difference)
1985 Btuh
Latent ventilation gain
0 Btuh
Latent duct gain
1406 Btuh
Latent occupant gain (8.0 people @ 200 Btuh per person)
1600 Btuh
Latent other gain
0 Btuh
Latent total gain
4991 Btuh
TOTAL GAIN
28197 Btuh
EQUIPMENT
1. Central Unit # 28800 Btuh
"Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U-Factor)
(InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half('/))
(Ornt - compass orientation)
EnergyGauge® / USRFZB v3.1 Page 3