MC-14-875:r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 211598 Permit Number: MC -4 -14 -875
Scheduled Inspection Date: May 14, 2014 Permit Type: Mechanical - Residential
Inspector: Perez, JanPierre Inspection Type: Final
Owner: HEGYESSY, ZOLTAN & MARIA Work Classification: A/C Replacement
Job Address: 485 NE 103 Street
Miami Shores, FL 33138-
Project: <NONE>
Phone Number
Parcel Number 1122310150190
Contractor: UNIVERSAL AIR & HEAT Phone: 9541581 -7110
Building Department Comments
AC CHANGE OUT 4 TON Infractio Passed Comments
INSPECTOR COMMENTS False
Passed
Inspector Comments
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 13, 2014 For Inspections please call: (305)762 -4949 Page 13 of 36
s
Miami Shores Village
Building Department
10050 N.Elnd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: MECHANICAL
APR 0 2 74
FBC 20 LZ:�
Permit No.
Master Permit No.
JOB ADDRESS: LA 9, S Q �
City: Miami Shores County: Miami Dade Zip: �. l
Foho/Parcel #: 1^ 4-A 3 N- D) S O a '-I c�
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): rN ASS Phone#: 30 S ^ S"? — S 9 b
Address: 4 gj & MIL \ n 3 C8 � .
City: )D!�Sj n'rr ; S:jn' -S, State:
Tenant/Lesse�e�Na�me:
Email: _
CONTRACTOR: Company Name: J a V.� rsa-P -. Gs f Phone #: 5SLk - S W N' -1 ,1 b
Address: f>L1U 7 . 54V-t--a- eQL• !CLI kb 1 a—
City: uww tom. State: EN < Zip: 33 31
Qualifier Name:
IV Pi
State Certification or Registration #: L—AC. - D . & $ { N ':)- Certificate of Competen`c�y, _ #:
Contact Phone#: X15\1 ^ S Z 1 0 Email Address: V co rv\ ^
DESIGNER: Architect/Engineer. k Phone#:
Value of Work, for this Permit: $ Sgnare/Linear`Y' uotage of Work.
Type of Work l]Address OAlteration ONew ORepair/Aeplace •ODemolition
Description of Work: CAA an u-- OU� tr '6N
t *s * *,x *,rte *tr,► *,rx,�,r,x * *,x,�,�, gar, r***, ��, �**,►, r, r, rFees•*, �, r, r*, �, r•**, �*, �*, �w*, r*, �, x, rs�a ,r�rx,r,s•,��rar,�,�•,� *,x * *,x*
t 2
Submittal Fee $ D - 4-� �
Permit Fee $ 4 ! 4t CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
MIM
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
zip
City _ State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet the 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.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO
YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estima,ed value exceeding $2500, the applicant must promise in
good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is
subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the f first inspection which
occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a
reinspection fee will be charged.
Signature �..
• 1 or Agent Contractor
The foregoing instrument was acknowledged before me this 3j_
day of0 , 20 11- by �'Cr�
who is personally known to me or who has produced fj�
NOTARY PUBLIC:
Sign: :1*=c1, I
Print:iaiA
My Commission Expires:
APPROVED BY
STACIE PAGURA
MY COMMISSION #FF088M
EXPIRES February 2, X018
S-e�.a Jao %%,
The foregoing instrument was acknowledged before me this_: •b
day of c'A 20, L by"C Cha&�, 9nya
who is personally known to me or who has produced
as identification raked°IrS IE PAGURAA
NOTARY PUBLIC: 3; My COMMISSION #FF0e
�� EXPIRES February
3ea�o1 sa plml�y a►Y 8
sign:
Print
My Commission Expires:
1i Flans Examiner
Structural Review
Revised 3 /1212012)(ReAsed 07 /10/07)(Revised 06110/2009)(Revised 3/15/09)
Zoning
Clerk
Customer Order: 193332
St else # CAC058142 and Insured
Name Mary Hegyessy
Street 485 No 103rd St
City Miami Shores
State FL Zip 33138
Date 4/29/2014
Apt #
Cell Phone
Work Phone 305 - 757 -5968
Date Scheduled 4/30/2014
Description:
Install A New 4 Ton 16 Seer Rheem Split System in the attic
1 New Digital Thermostat
2 New Locking Caps For Freon Lines
8 Hurricane Tie Downs For Condenser
2 Safety Float Switch
Flush Out Freon Lines To Prep For New R410a Refrigerant
1 New Liquid Line Dryer
Removal And Legal Disposal Of Old Equipment
Flush Out Existing Drain Line
1 Mechanical Permit With The City
1 Heat Load Calculation
4 new Vibration Isolators
Up to 5' of new Refrigerant Lines as needed (Suction and Liquid)
Up to 5' New Armor flex Insulation (Air Handler & Condenser)
Properly Leveled Condenser
Sealed Equipment Connections
Mastic seal inside plenum to ensure no leaks
Sub Cooled /Superheat refrigerant Charging
1 new attic drain pan
1 new attic hanging kit
1 new uv light
Warranty Info:
1 Year Labor.
10 Years All Parts
Total Cost: $4,107.00 - fpl rebate $780.00 - rheem rebate $200.00 out of pocket price $ 3,127.00
A/H model # RH LLH M48213A
Condenser model # 14A]M49A01
Heater # 10 kw
II /
Customer
Technician
ersal
lr & heat
5460 State Rd. 84, #12
Davie, FL 33314
www.uahac.com
1- 866 - 999 -2665
SUB -TOTAL
$4107.00
- FPL REBATE AND OR
$980.00
MANUFACTURE REBATE
- DEPOSIT
$3127.00
TRIP CHARGE
TOTAL AMOUNT DUE
$0.00
4/29/2014
POW: 4/30/2014
This combination qualifies for a Federal Energy
Efficiency Tax Credit when placed In service
between Feb 17, 2009 and Dec 31, 2011.
Certificate of Product Ratings
AHRI Certified Reference Number: 3799429 Date: 10/23/2012 710 1
Product: Split System: Air - Cooled Condensing Unit, Coll with Blower 3-11 FICL
Outdoor Unit Model Number:14AJM49
Indoor Unit Model Number: RHLL- HM4821 +RCSL -H *4821
Manufacturer: RHEEM MANUFACTURING COMPANY`' '
Trade /Brand name: RHEEM 14AJM SERIES
Manufacturer responsible for the rating of this system combination is RHEEM N C RIN OMPANY
Rated as follows In accordance with AHRI Standard 2101240 -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:
Ratings followed by an asterisk (q indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for,
the product(a) listed on this Certificate. AHRI expressly disclaim all liability for damages of any kind arlsing 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 www.ahridirectory.org.
TERMS AND CONDITIONS
This Certificate and Its contents are proprietary products of AHRI. 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 mans, 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.ahridirectory.org, �® Air - Conditioning, Heating,
click on "Verity Certificate" link and enter the AHRI Certified Reference Number and the date on A. ,
so ' and Refrigeration Institute
which the certificate was Issued, which Is listed above, and the Cep No, which is listed below.
02012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129955064977620599
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel. (305) 795.2204
Fax: (305) 756.8972
AIR CONDITIONING REPLACEMENT DATA
PERMIT NUMBER: MC
This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data
sheet. Multiple units on single sheets are not acceptable.
Job Address (where the work Is being done): 4 C S �') 4�,- \0 3 C"&
City: Miami Shores Village County: Miami Dade Zip Code: _J I S q,
ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB
ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION
A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS
ARI (AHRI) DATA SHEET REQUIRED
Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES 0 NO ❑ Contract Attached: YES
UNIT BEING REPLACED
DATA
NEW UNIT
MANUFACTURER
AHU or PKG. UNIT MODEL #
VYl Lvza 1
COND. UNIT MODEL #
yr A G
KW HEAT
NOM TONS
AHU U
AHU
CU PKG
AHU CU
Z
FIPKG
2 M.O.P
AHU(MCUqS
PKG
AHU CU
PKG
3 VOLTS
AH
U KG
PKG UNIT
J
/
PKG UNIT I I
EER/SEER
KD
YES
NO
REPLACING DUCTS
YES
NO
YES
NO
REPLACING THERMOSTAT
YES
NO
YES
NO
NEW 4 °CONCRETE SLAB
YES
NO
YES
NO
NEW ROOF STAND
YES
NO
YES
NO
NEW RETURN PLENUM BOX
YES
NO
1. Minimum Circuit Ampaciiy (Wre Size): U
2. Maximum Overcurrent Protection (Fuse/Breaker Size):
3. Voltage of Circuit (20812401480):
4. Size Disconnecting Means: �1 '
Contractor's Company Name: r- Phone:
State Certificate or Registration N. C'GG- O S S 14 Certificate of Competency N.
Signature Date: I#-in) I
(Quamer'a elrahtre only)
gavel r. UU1 /005
BMP- INTERNATIONAL, INC
4710 28th St N, St Petersburg, FL 33714
Phone: 727 - 45-8.0544
St2te Approved Equippient Tie Down - FL14239
On 'March 23rd 2012 the governor signed HB 70
amending SECTION 16 of the 2010 FBC t the 2 4
See the copy below. 007 FBC.
HB 704 ® Relating to the Florida Building
COMInisslou and the Florida 'Buildin g Cdde
Chapter Law-NuMber: Chapter loo, 2012.1
i proved by the Governor 3/13/2012
Section 16
4) Noi.withst- anding the provi.s i ons of this s0ction, expoc►ed
mechs;nical rquipmant or app1ercrzces Fastened
insta�� led ol•� the d to a roof or
ground .iri' 00niplianco with the Cade ua.i ng
ratted. stands, platfornjul Curbs, slabs, or other means are
deemed torhmnly with 1.1ho wind resiutanaP requiroments of
tho 20.0'/ Ylor -Wa Building Code, as' amonded. l�urthor support
or enL:losur•o of such mochan.i,cal PAuipment or aF)pliances is
riot rpquirPd by a stat.o or local official having authority
to enkor•ce thc- Flor••ida Building, Code, This vubsec:tion
expirZ,a on the effeetIve daLo of l,1ie 2CJ 3 4} t�'lor c9n
Buildinq coc3�.
The Following files from wWw idabuildin .or
Versi.�on 2007, number Ft, --�� Code
142'3.9, contain the necessary
compliance information for tie-down clip approval'. The
specific information required by building partm
ma �a g p ents
Y . ry. Consult with the individual building
depaitment for what portion of the following
infori{nation is needed for'permit approval'.
a
ENGINEERING
R R SS A FRANK L BENNARDO P E INC INNOVATION
February 21, 2013
Florida Department of Community Affairs
2555 Shumard Oak Boulevard
Tallahassee, FL 32399
Regarding: FL14239.1 "Steel Tiedown Clips for use with Mechanical Units"
BMP International, Inc.
4710 28th Street N
St. Petersburg, FL — 33714
Reference EX Drawing: 11 -BMP -0001 -04
To Whom It May Concern:
This office has reviewed test reports showing structural performance of the above -noted
product. These test reports pertain to testing performed in accordance with ASTM D 1761 -88
(2000) "Standard Test Methods for Mechanical Fasteners in Wood." This standard has not been
adopted in the 2010 Florida Building Code for use in the HVHZ zone, but for the purposes of the
above product evaluation the aforementioned standard serves as an applicable test method in
accordance with ASTM D 1761 -06 for the purpose of determining structural performance of this
product.
Respectfully,
Frank L. Beni ,
Frank L. Bennafe�
FL PE 0046549
Cert of Auth #9885
� *...••'L. BEhjIY'�4!fi4
�.� ....IA.�,,f� .••oi'i
1 = No. 46549
�• SJAiE Of
�''•�•sS�ONAL E� .��''�•
160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954- 354 -0660 FAX: 954 -354 -0443
WWW.ENGEXP.COM
?" � ENGINEERING
February 21, 2013
Application Number. FL #14239.1
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). The product noted above has been tested and/or evaluated as
summarized herein to show compliance 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:
• PRODUCT EVALUATION DOCUMENTS
FLB drawing #11- BMP - 0001 -01 titled 'Mechanical Unit Steel Tie -Down Clip Capacities. At -Grade and
Roof -Top Mounted Applications, sheets 1-4, prepared by Engineering Express, signed & sealed by Frank
L. Bennardo, P.E. is an integral part of this Evaluation Report.
TEST REPORTS
Ultimate test loading structural performance has been tested in accordance with ASTM D1761 -88 test
standards per test report(s) #TEL 01970387A and #TEL 01970387B by Testing Evaluation Laboratories,
Inc.
6 STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which
evaluate the product based on comparative and/or rational
analysis to qualify the following design criteria:
1. Maximum Allowable Unit Wind Pressures
2. Minimum Allowable Unit Width
3. Maximum Allowable Unit Height
4. Minimum Unit Weight
5. Maximum Allowable Unit Surface Area
6. Clip Configuration and Anchor Spacing
7. Anchor Capacity for Various Substrates
�A7,r '
ID �Q
�A L E;�...�
160 $W 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954 - 354 -0660 FAX: 954 - 354 -0443
WWW.ENGEXP.COM
ING
21, 2013
BW 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 material 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 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954 - 354 -0660 FAX: 954 -354 -0443
WWW.ENGEXP. COM
Product Manufacturer BMP International Inc.
Address /Phone /ErmH 4710 28th Street N
St. Petersburg, FL 33714
(727) 458 -0544
benmengS@yahoo.com
Authorized Signature Xianbin Meng
benmeng8 @yahoo.com
Technical Representative
Addness /Phone /Errall
Quality Assurance Representative
Address/Phone /EnoR
Category Structural Components
Subcategory Anchors
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
® Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E.
Evaluation Report
Florkda License PE- 0046549
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Ryan 3. King, P. E.
® Validation Checklist - Hardcopy Received
Certificate of Independence M4239 R2 COI COI.odf
Referenced Standard and Year (of Standard) Standaind user
ASTM D1761 -06 2006
ASTM D1761 -88 2000
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14239 R2 Eauiv EauN.odf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 02/21/2013
Date Validated 02/22/2013
Date Pending FBC Approval 02/27/2013
https YtmwfloridaMIchng.c)rg/Pr/Pr_aW dtl. aspOparaTr-wGEM(O MDgUDEJErtOSCeiRUPjHI01COZ6dDWWIEJrTsCRMBPdZdSv0/o3d%3d
1/2
t3MP INTERNATIONAL, INC.
MECHANICAL ..UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS
HOST STRLX:rm DAsm BY aTHERS,
SEE Tie-DOWN SOUDARS FOR•
O
ALLDwA E WASTRATES, WW. WOOD
OOF "A14WS MAY NOT BE USED MR
DOUBLE CLIP OPTION:
(2) TOTAL CLIPS MAY N USED AT EACH CORNER (ONE EACH ON
OPPOSING CORNER FACES. 3" PROM CORNER APK TOTAL OF
(S) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SMALL NOT
A)ECIED 3' MAX OFFSET FRO14 END OF MECNAPIICAL UNIT AS
NAILED HIREDI. DO NOT SPACE HATE ANCHORS CLOSER
THAN THE ALLOWED SPACING IN= IN THE TIE -DOWN
ANCHOR SCHEDULES. SEE SHEETS s&3 FOR MORE
rNflDRMAnHDL
MAX
YP. n
MAX OFFSET
J MECHANICAL UNIT
TIE -DOWN ISOMETRIC
ISOMETRIC
« CLARITY, THIS ISOMETRIC ONLY SHOwS 1' CLIPS. THE ISOMETRIC
LAYOUT LS TYPICAL FO R BOTH 1' AND 2• CLIP APPLICATIONS.
CLIP DIRECTIVE EXAMPLE
krnzNLMUM UGTED MMM- bT?E SNEi1S 2&9 FOR TIEDOMfN SQI�UIJ�S.I nuOrIABIE I PRESSURE FOR ANY GIVEN ME4NANIGIL U
MECl'IAN CAL UNIT CRIMUA:
36' TAIL, k 96' OIL kAW1TION � il) MEQNApOCAI. UMT WITH THE FCII.DWIAXi CIUTERLA=
WrDE, 150 LB wEIBNrT As VEgIFN� BY OTINFAS, lNSTAt i an ro 3192 KSI MIN. CONCRETE AT BRADS AS VERIFIED Sy OTHPRS
PROCEDURE.
L ENTSOpg0 PABIGCAT>D Li ACODRGIWCE WIN
ZONE. PRODUCT MAY GE USED WnXEN AM U I IME TC�DE FOR ELSE W11H AS[F 7 -10.
OLIfRYDE THE NRdN VN30CJIY HURRICANE
2. NO 33'1!376 INCREASE IN ALLOWASLO STRESS HAS SEEN USED m THE DESIGN OF THIS
3. 139S[GM IS BASED ON CUM PRDVmW PRODUCTAND OIE SHEETS FROPR TEST
REPORTS i►TEL 0197B1�A �, M9703B7B SYT�iING EVAWATION LABORA
m BSTITUROWS WrrKQUTWRTTTGM APPROVAL eYTMS 90MM!::SNkTfSE
4. AUa gES, DB>OSLI PRE88URE4Tp QUALIFY CAPACITY OF (iiPB AS lI5TP0'MEREIN
WITH aAm TEST PmFORmw DATAAND MTIONALIY C16G(ED FOR
& ME MUIS L O0. UPl1FT DESiGBI PR�9Upt7s CALCULATED FOR USE WAX
GOVERNING 8Y OTMPAS ON A SITRSPEgF1C GAMS IN
ME MLA
WITi1 711E 60vFgMBYG CODE,
IL M�NNDH�IM a.MiNt wM OLA@ImONS ANO MNDRNN WEEK OF NEOaNICAL. u cues
7. FhSIHlIER9 TO Sg i32 % �i OR GRBIO19t SAE GpIWS 8
.. ""w TO 31St%SI MIN COKCR911. SEE ANQI0R 8CM GFDR AW41O0. u &.T.
RE REQUM04SKM ALL FAQ ER4 SMALL K WE APPROMATE CORROSION PRDTECRON
A. ALL STEEL CLIPS SMALL BE ASTM AM STEEL (GRADE D) WrrM Fr v 33 Kst OR BETTER.
�TTOF PAINT, ENAMEL OR AppitoM OTECr CORROSION WIM AN APPROVED
2010 FSC SECROas 22033 AND 2220, �M0-RATEI O3ATD/G N�uIRro FOR ALL The
COASTAL == S. ALL sPFQfIFD HEREIN IS NOT PART OF THIS CE01FICATIOM AS A MINIMUM,
ALL CONCRETE SMALL BS STRUCTURAL CQNNMM 4• MIN. n= AM SHALL HAVE
10. ALL �OOMPAESSIYB STRENGTH OF 3192 PST, UNLESS NOTED OTHERWISE
ML48ERS SMALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRAPE o2
WITH SPECIFIC m mITY B - 0SS O0. RRtEATPA. DIRECH' fAMN�iIODN ro WOOD
S NREE,m Is NOT PFgM1TI® FOR ROOP-TOP APPUCATIOMS PER fBC
IL THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MERGERS FROM DLSSIMUm
IL ALACT� RTCAL GR MEN REQUIRED, To BDESIGNED P &FU CTALLLEEDB OTMER9.
MLL Be ADEQUACY OFD B YY EVIS NG STRUCTURE TO WIDWAMD SUPERIMPOSED !DADS
7KIS �T�AME(M MECEPf A9 WR LY P Rao IS NOT 171MMO Da
CEMFICATTONS.OR APPIRMATLOMS ARE DEPENDED. NEREN. NO ADD1ROaAL
14. THE SYSTEM DETAILED HERENI IS GENERIC AND DOES NOT PROVIDE 3 UMMTION FOR
A SPECIFIC SIM FOR SITE CONo1TIONS DIFFERENT FROM THE CONDIROms OETAUED
HEtSEN, A LICENSED ENGi = OR REGISTERED ARCHIE= SMALL PREPARE ATE
SPECIFIC OOCUMECS FOR USE IN GANDUNCrM WITM TIUS DOCUM T.
15, OF TKETIGHTNESS of EOSTING L HOST SU&STMTE SMALL GE THE FULL RESPONSIEELITV
OR ALTERED ROOFUJG mo CON R AIOR SMALL ENSURE TMATANY REMOVED
%RASE msrAUwnoM of STRUCTURE PROVasED�D AFTER FABRICATION AND
RESPONSIBLS FOR ANY WATERPROOFEN OR LEAIGAGE THIS ENGmEER SHALL UNIT tW
WA MESS SMALL BE THE FULL ISSUE WN[Cil MAY OCCUR AS
RESPOp3[BLLrrY OFTHE laSrALIRYG
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DESIGN PRESSURE EXAMPLE SCENARIO
DowN ONWI<3:T2ARmSE1.[{TCIiPT'PE RESULT R
ARHA MECLAPRCAL UNIT 10 BE DISTALLED OJNSID 1•STN3?t. C.IP CON5442ff FOR WITH77EDOWN CLIP REQ EX4,E LE& ACCOMPANYLNG UNIT 00PRIRIORwML�NLIBDP!
RESTRFCTSOw LRMr u 36 WNttIR 1ESS 1HM1 1}tE MAHOMLMI ALLOWABLE HI@BMT CI 4e 11 -BHP -0001
LPS sE ILSED AT ttwuae wa�..a ..m...__.�_..._ _ ,. ... _ _
CNCUISIONR MAMMCR7 ALLOWABLE LATERAL DRIERSE PABSUSAE -' °'- W •••• wi cw�n uwt1YER, CYST __
(COMPARE TMS VALUE TO 7HE SMARATESM SPEC IP #EAOU� ® PRESSURE CfiUWC4T,UV PROVE BY LMSR HwigM OR REQ78rEREDARCN 7rEC7: MOTIAfCLUOEDm TICS
N
150LB MIN. WEIGHT,
MECUWLCALUNIT
tcmm OP awvm
.�' .,�
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OOF "A14WS MAY NOT BE USED MR
DOUBLE CLIP OPTION:
(2) TOTAL CLIPS MAY N USED AT EACH CORNER (ONE EACH ON
OPPOSING CORNER FACES. 3" PROM CORNER APK TOTAL OF
(S) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SMALL NOT
A)ECIED 3' MAX OFFSET FRO14 END OF MECNAPIICAL UNIT AS
NAILED HIREDI. DO NOT SPACE HATE ANCHORS CLOSER
THAN THE ALLOWED SPACING IN= IN THE TIE -DOWN
ANCHOR SCHEDULES. SEE SHEETS s&3 FOR MORE
rNflDRMAnHDL
MAX
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MAX OFFSET
J MECHANICAL UNIT
TIE -DOWN ISOMETRIC
ISOMETRIC
« CLARITY, THIS ISOMETRIC ONLY SHOwS 1' CLIPS. THE ISOMETRIC
LAYOUT LS TYPICAL FO R BOTH 1' AND 2• CLIP APPLICATIONS.
CLIP DIRECTIVE EXAMPLE
krnzNLMUM UGTED MMM- bT?E SNEi1S 2&9 FOR TIEDOMfN SQI�UIJ�S.I nuOrIABIE I PRESSURE FOR ANY GIVEN ME4NANIGIL U
MECl'IAN CAL UNIT CRIMUA:
36' TAIL, k 96' OIL kAW1TION � il) MEQNApOCAI. UMT WITH THE FCII.DWIAXi CIUTERLA=
WrDE, 150 LB wEIBNrT As VEgIFN� BY OTINFAS, lNSTAt i an ro 3192 KSI MIN. CONCRETE AT BRADS AS VERIFIED Sy OTHPRS
PROCEDURE.
L ENTSOpg0 PABIGCAT>D Li ACODRGIWCE WIN
ZONE. PRODUCT MAY GE USED WnXEN AM U I IME TC�DE FOR ELSE W11H AS[F 7 -10.
OLIfRYDE THE NRdN VN30CJIY HURRICANE
2. NO 33'1!376 INCREASE IN ALLOWASLO STRESS HAS SEEN USED m THE DESIGN OF THIS
3. 139S[GM IS BASED ON CUM PRDVmW PRODUCTAND OIE SHEETS FROPR TEST
REPORTS i►TEL 0197B1�A �, M9703B7B SYT�iING EVAWATION LABORA
m BSTITUROWS WrrKQUTWRTTTGM APPROVAL eYTMS 90MM!::SNkTfSE
4. AUa gES, DB>OSLI PRE88URE4Tp QUALIFY CAPACITY OF (iiPB AS lI5TP0'MEREIN
WITH aAm TEST PmFORmw DATAAND MTIONALIY C16G(ED FOR
& ME MUIS L O0. UPl1FT DESiGBI PR�9Upt7s CALCULATED FOR USE WAX
GOVERNING 8Y OTMPAS ON A SITRSPEgF1C GAMS IN
ME MLA
WITi1 711E 60vFgMBYG CODE,
IL M�NNDH�IM a.MiNt wM OLA@ImONS ANO MNDRNN WEEK OF NEOaNICAL. u cues
7. FhSIHlIER9 TO Sg i32 % �i OR GRBIO19t SAE GpIWS 8
.. ""w TO 31St%SI MIN COKCR911. SEE ANQI0R 8CM GFDR AW41O0. u &.T.
RE REQUM04SKM ALL FAQ ER4 SMALL K WE APPROMATE CORROSION PRDTECRON
A. ALL STEEL CLIPS SMALL BE ASTM AM STEEL (GRADE D) WrrM Fr v 33 Kst OR BETTER.
�TTOF PAINT, ENAMEL OR AppitoM OTECr CORROSION WIM AN APPROVED
2010 FSC SECROas 22033 AND 2220, �M0-RATEI O3ATD/G N�uIRro FOR ALL The
COASTAL == S. ALL sPFQfIFD HEREIN IS NOT PART OF THIS CE01FICATIOM AS A MINIMUM,
ALL CONCRETE SMALL BS STRUCTURAL CQNNMM 4• MIN. n= AM SHALL HAVE
10. ALL �OOMPAESSIYB STRENGTH OF 3192 PST, UNLESS NOTED OTHERWISE
ML48ERS SMALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRAPE o2
WITH SPECIFIC m mITY B - 0SS O0. RRtEATPA. DIRECH' fAMN�iIODN ro WOOD
S NREE,m Is NOT PFgM1TI® FOR ROOP-TOP APPUCATIOMS PER fBC
IL THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MERGERS FROM DLSSIMUm
IL ALACT� RTCAL GR MEN REQUIRED, To BDESIGNED P &FU CTALLLEEDB OTMER9.
MLL Be ADEQUACY OFD B YY EVIS NG STRUCTURE TO WIDWAMD SUPERIMPOSED !DADS
7KIS �T�AME(M MECEPf A9 WR LY P Rao IS NOT 171MMO Da
CEMFICATTONS.OR APPIRMATLOMS ARE DEPENDED. NEREN. NO ADD1ROaAL
14. THE SYSTEM DETAILED HERENI IS GENERIC AND DOES NOT PROVIDE 3 UMMTION FOR
A SPECIFIC SIM FOR SITE CONo1TIONS DIFFERENT FROM THE CONDIROms OETAUED
HEtSEN, A LICENSED ENGi = OR REGISTERED ARCHIE= SMALL PREPARE ATE
SPECIFIC OOCUMECS FOR USE IN GANDUNCrM WITM TIUS DOCUM T.
15, OF TKETIGHTNESS of EOSTING L HOST SU&STMTE SMALL GE THE FULL RESPONSIEELITV
OR ALTERED ROOFUJG mo CON R AIOR SMALL ENSURE TMATANY REMOVED
%RASE msrAUwnoM of STRUCTURE PROVasED�D AFTER FABRICATION AND
RESPONSIBLS FOR ANY WATERPROOFEN OR LEAIGAGE THIS ENGmEER SHALL UNIT tW
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(COMPARE TMS VALUE TO 7HE SMARATESM SPEC IP #EAOU� ® PRESSURE CfiUWC4T,UV PROVE BY LMSR HwigM OR REQ78rEREDARCN 7rEC7: MOTIAfCLUOEDm TICS
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2. ENSURE MIMMUM EOGP DISTANCE AS pIO1FD IN ANCHOR SWOD"
TASL L ;
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® -DENOTES VALUES NOT APPROVED MR USE
tt -SEE ALTERNATE CLIP DETAIL 5/4 ON SHEET 4
2" STEEL CLIP TIE —DOWN SCHEDULE: AT GRADE INSTALLATIONS:
FASTENED TD MECHANICAL ( (
P,�. lIN1T WITH 3 }rll SAE GARDE S SHEET METAL SHREIWB OR 2} jj•D SAE tBiME 5 litHEET METAL SCREWS. [N01E: POR LONGER Q1PB UTILM
A. 811At1. CONFDPM To THE iaunw,xn.
*12" WITH ft-30 MM. (t=0.01B KK 0.125' MM MMM M
neA )l NIGHER DEMAND CAP=MS CONTACT THIS EIGRM FOR SITE-SPKWW EWMEEHUNG.
(lj -I'4•D CARBON P%LrTC
(4• TFOCTR MDV, 3L92K5I MIPI.) EDGE DISI'AIME, 3• MM. SPACMO T07D ANY ADIA�YT ANCW0. E.1 yj• MM. ANCHOR Mau Kom
(O.IIT 110i. (1)-114 SAE GRADE 5 r,;METAL SCREW TO 1. ONEOMENT MID EDGB DISTANCE MOCLUDES PIpUSHE9, iP APPLICABLE.
T. T6 MW. ALl01DAlM) TMRPAD PLANE FOR BHEIeTT METAL SCREW. ' PROVIDE (5} PINCFW$ M1N. PAST 1. ENSURE MINUdUM EMiE DISTANCE AS NOTED ApCHOR SCHEDULE.
(O.I35• MIN. 7=4 33 mm MIN. STM4 (1TIREAO PLANE FOR SMUT METALSpiEW. TTO STEERr PROVIDE (5J PINCHES MM. PAST TABLE 99M,
l;EALEp WOOD. 1 -yl' MM TM�BY�: (1)•014 SM GRADES WOOD Z LtBW TO WOpp ® -DENOTES VALUES NOT APPROVED FOR USE
ISORIIFL0IDI
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ALUMHdDI, PROVIDE (5) KNOIES MDL
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33, 22GA MIN, (t- O.CM-)
3 FOR mwmSK 0E74NCD CAPACCRE.S CONTACT Tms ENCDNFER FOR
ADDITIONAL ALLOWABLE UPLIFT: 80 LBSJCUP
(DESIGN TABLE ANTES MAK SIx41.IP A8 ADDITIONAL
coNBrwarDN worn uPlar cruls� sY Faowl uT>� w
UNIT 15 mAsm ON
FGIRC85, sEE ASCE Tao sEl:rloN 26s FDR MORE R�ORMATIOM.1
Tlifi NWMBER OF CAPE UUTT1 JM xx omajcupp
MMMKE. 4 CUPS x SKI LaM p -360Lg
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OR ARCM -7J MW NI na4
TABtE LECRND I
® -DENOTES VALUES NOT APPROVED FOR USE
Tt -SEE ALTERNATE a" DErAa *4 ON SHEET 4
ADDITIONAL ALLOWABLE UPLIFT: 80 LBS /CUP
(DEMON TAME ACCOMM MATES MAIL SWNQW AS ADOIITONAL CWUFT IN
COMUNWIM WITH UKMT CAUSED BY OVERTURNM FROM LATERAL
FORMS. sEE ASOE 7.30 SECTION 26.5 FOR MORE INpDpP1ATION.]
- DENOTES VALUES NOT APPROVED FOR USE
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UTILIZE (2) OR (2) ANCHORS
FROM a- clip ANCHOR
s SCHEDULE,TYP.
22" CLIP ISOME
4 N.TS.
(3) -11i SAE GRADE 5
SHEET METAL SCREWS
THROUGH CLIP'
MECHANICAL UNIT BY OTHERS, ALUMINUM
MECHANICAL HOUSING
HOUSING UNITS SHALL BE 6063 -T6 MIN.
ALUMIN�THICKNESS,
UNIT BY OTHERS,
PPASTTHRPAD
STEEL HOVE UNITS
PLANE
SHALL BE 33KO MIN. STEEL., GRADE 33,
FOR EAQI SMS, TYP. ` /
22GA MIN. (to0.02S6•),
0.0W THICK ASTM
A263 STEM CLIP, TYP. !'
0.313• THICK ASTM
Aze3 s'reEti. aIP, TYP.
BASE OF UNIT SHALL
BE PLUSH '
ANCHOR PER
ANCHOR
WITH BASE �!
i /,.
OF CLIP, NO SPACE '`% /
BASE OF UNIT SHALL
3/8" SCHEDULE BE FLUSH WITH BASE
PERMITTED, TYP. / / .
OF CLIP, NO SPACE
PERMITTED, TYP.
/ j�: TE PER
/ � Sf31EDULE
(VARIES)
1" TIE -DOWN CLIP
s ANCHOR DETAIL
wr''-B DETAIL
CLIP IS DESIGNED FOR FULL
COMTALT WITH THE BASE OF EACH
MECHANICAL UNIT, TYp.
6• MAX UNIT WIDTH
CLIP OFFSET 6` MAX
a� CL P PAIR SPACING CLIP OFFSET
7Uo-�%14')'OCL (3) -iP12 sAe eBAOE S M�G NIT PCi SEPARATE GRADE B BHEET CERTIFmkTu
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BE BUSS OT TO EA SIDE OTAL OF ANCHORS, TIP. ER UNIT
QttALTERNATE CLIP DETAIL,
!� N.T.S. PLAN
40. ir
(3)432 SAE GRADE 5
SHEET THROUGH CCUPTOING ,•q•Jo�RL� W pE
8
UNIT BY OTHFJRS. W z Q
PROVIDE (5) PINCHES z Ly p 14
MIN. PAST THREAD PLANE �InA i lQ1 ,L
FOR EACH SMS, TYP. u Q Wm
OR (2yMICHORS W
PER ANCHOR
31W/ SCHEDULE �
SUBSTRATE PER
SCHEDULE
2" TIE -DOWN CLIP
4 ANCHOR DETAIL
'4 3• -'�� DETAIL
Rc0WA.C7rrWrrH ESIGNED FOR FULL
THE BASE OF EACH
mm UNIT, TYp.
C 0ISIGN PRESSURE POP
StNLL � MEA�O BY A
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• CHI T9tO1a otHER STRUCTURES)
E7WOSBASIC wTPta...».».....»......«.. ». »..... »............»».. »..a75 MPH
URE cAT+: GORr.........».«....».. ... »..... «.......... »....... «_o
MEANROOF ......«.« ... .......... ».. «..»..... »..« « «.70 FT
MAR HEIGHT' � UIBT' HiNTR01p (ABOVE ROOf) »............_...S.00FT
TOTAL HEIGHT OF UNIT CENTRI00.»» .... .................. + 5.00FT- 75.00FT
gwaymmm 0'0.60, 4i-KZB PSF, GC (LATERAL) =3.10, (V (UR FT)- 1.50
(ASO) LATERAL BOf01 LOAD- 0.6 x (qz x GL'f) - 0.6 x %.I7P X3 -
(�) UPLIFT WBYD - 0.6 x (qx
.GM - 0.6 x 86.17PSF x 1.80 =
30•x30•x9o• UNIT 1MSTALLT[OA� ML MEETA. nc
HEGHT FROM GAAOE ro CENTROID of LOOT! L BE a 75.00 FEET.
• �T CLIPS FER CORNER SEE •ALTERNATE SPACWG DETAIL 5/4" FOR
`UTILIZE M432 SMS TO HOUSING uw PER EACH CLIP.
(2)- #14 SMS INTO 1/B• 6061 TB ALWDMIM RAUMBSTRATE PER THM APPROVAL.
• 'LTTDtZE (2)-+14 SMS INTO I/B" 33M STS RAH/SLIBWMIX PER TMS APPROVAL.
all:!!! HEW 4B• a I OL4fA4! TIONS P111 MEET /L c Fa-, �,-nir rRITFR,
HE[64TT FAWI GRADE TO CEtITRO3D Op UNIT SHALL Be s 75.00 FEET.
• UTILIZE FI-2• TIE -DOWN CUPS PER CORNER, SEE •ALTUMTE SPACING DETAIL 5/4• FOR
atP CONFIGURATION,
•
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UTIIZE (*012 SHE UNIT PER EACH CLIP.
' `� (2)- #14 SMS INTO 1/B" 6061-TS STEEL UMn;ABSTRATE PER THIS APPROVAL
3/B" 33KSI STEEL RAG/suBSrRATE PER THM APPAOVAL
'SEE S" =- CUP Tl6•DOW'V OWADUM APW7'2P MONMT 'IrA1/ArMN TABLE
NOTES & ACCDMPANYING ANCHOR SCHEDULE FOR
AT INSTALIAT1pN TO ETE M B'TE
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