HomeMy WebLinkAboutProduct Approval ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 12/5/2018 Permit Number: OSIS
•
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 Residential X
PERMITAPPLICATION FOR: Mechanical f
P'ROPOS'ED IMPROVEMENT LOCATION:
Address: 414 NETTLES BLVD,JENSEN BEACH, FL 34957
Legal Description: NETTLES ISLAND A CONDO-SECTION II PARCEL 414 AND-PRO-RATA SHARE IN COMMON
ELEMENTS(OR 796-1832)
Property Tax ID#: 4502-501-0600-000-7 Lot No.
Site Plan Name: Block No.
Project Name
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:'
KW 7
TON 3.5;
SEER 14
CO'NSTRUCTION fNIF"ORMATl
ON-
Additionalworkto e e orme under this permit—check a appy:
HVAC Ei Gas Tank E]Gas Piping _Shutters ❑Windows/Doors
lllecfric ❑ Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft of Construction: S Ft. of First Floor:
Cost of Co4500.00 Cd $ Utilities: _Sewer Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
,.
Name PASQUALE ROMANO Name: MARK A VINES
Address: ?4 FREDON GREENDELL ROAD Company: AZTIL
City: NEWTON State: NJ Address: 2540 S MILITARY TRAIL
Zip Code: 07860 Fax: City: WEST PALM BEACH State:FL
Phone No.973-229-7058 Zip Code: 33415 Fax:
E-Mail: Phone No. 561-433-2197
Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@AZTILAC.COM
from the Owner listed above) State or County License: CAC049253
i
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
t
S°°U:PPLEM!EiNTAL'CONSTRUCTION LIEN LAW I'NFORMAT 0"N'l:_.
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: PASQUALEROMANO Name:MARKAVINES
Address: 414 NETTLES BLVD,JENSEN BEACH,FL 34957 Address: 24 FREDON GREENDELL ROAD
City: NEWTON State: City: WEST PALM BEACH State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address:2540 S MILITARY TRAIL Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
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 or and 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
commeDE4119w rk or recording our Notice of Commencement.
Signature of Owner/Le see/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
i
CO U NTY O F PALM BEACH CO U NTY OF PALM BEACH
j The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 5 day of DECEMBER 20Lg by tills 5 day of DECEMBER 20I by
MARK A VINES MARK A VINES
Name of person making statement Name of person making statement
Personally Known OR Pro uced Identification Perso wn �ucecl Identification
Type of Identification Type of Identif cation
Produced Produced
c • otary Public State of Florida / pu• Notary Public State of Florida
: John Edward Gifford 4� John Edward Gifford
My Commission GG 147815a mission GG 147815
Ex
I (Signature of N f F
I
Com 5510 O. G 14 1 (Seal) Om mission O. GG 147815 (Seal)
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REV EWS RONT ZONING SUP ISOR PLANS VEGETATION SEA TURTLE MANGROVE
OUNTER REVIEW VIEW REVIEW REVIEW REVIEW REVIEW
ATE
RECEIVED
DATE
COMPLETED
Rev. 8/2/17
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Product Approval Menu >Product or Aoolication Search >Application List>Application Detail
FL# FL14239-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived C
Product Manufacturer BMP International Inc.
Address/Phone/Email 4710 28th Street N
St. Petersburg, FL 33714
(727) 458-0544
benmeng8@yahoo.com
Authorized Signature Xianbin Meng
benmeng8@yahoo.com
j
I Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Anchors
Compliance Method Evaluation Report from a Florida Registered Archit
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Nam_ a who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation &Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Troy Bishop, P.E.
2 Validation Checklist - Hardcopy Received
Certificate of Independence FL14239 R4 COI Indep.pdf .
Referenced Standard and Year (of Standard) Standard
ASTM D1761-88
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1 Equivalence of Product Standards
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°Certified By Florida Licensed Professional Engineer or Architect
FL14239 R4 Equiv Equiv.pdf
Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 08/09/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
I
Summary of Products
FL # Model, Number or Name Description
14239.1 Slotted Steel Tie-Down Clips, 1"and Steel Tie-Down Clip System (For Use wi
2" Models Roof or Grade)
Limits of Use Installation Instructions
i Approved for use in HVHZ: Yes FL14239 R4 II Dwg.Rdf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. OC
Impact Resistant: N/A Created by Independent Third Party: Y
Design Pressure: N/A Evaluation Reports
Other: This design provides allowable capacities for the FL14239 R4 AE Eval.pdf
system. The required site-specific design pressure (demand) Created by Independent Third Party: Y
shall be calculated by others for use with this design.
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Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
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WNP . ■ ■T. ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS® EXPERT
PRODUCT EVALUATION REPORT
August 1, 2017
Application Number: FL#14239.1-R4
FLB Project Number: 15-2378
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)
i
Scope of Evaluation:
{ This Product Evaluation Report is being issued in accordance with the requirements of the Florida
i Department of Community Affairs(Florida Building Commission)Rule Chapter 61 G20-3.005, 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 Florida Building Code Sixth Edition(2017)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#15-2378 titled "Mechanical Unit Steel Tie-Down Clip:At-Grade and Roof-Top Mounted
Applications", sheets 1-5, 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 LaborBt9rIPPf,
Inc. Signed and Sealed by Lyndon F. Schmidt, P.E ii
STRUCTURAL ENGINEERING CALCULATIONS Raised Engineer'�� vavli�ttsF ��
Structural engineering calculations have been prepared which Pa _ _ ter _2_ 0
evaluate the product based on comparative and/or rational AUG - PE0046 9
analysis to qualify the following design criteria: _ 2
1. Minimum Allowable Unit Width = p
W;
2. Maximum Allowable Unit Height Frank L. Bennar 6- ° ��'
3. Minimum Unit Weight coR�a•
4. Maximum Allowable Unit Surface Area #PE0046549 Cr�A 88&a...... �C�
5. Clip Configuration and Anchor Spacing
6. Anchor Capacity for Various Substrates
7. Maximum allowable roof-top heights for various installation wind speeds
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
_ PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
VVROIECIBl15M6 AR DLERTWOWN CLPS-FSA-LIPOATE FL142N FOR 1011 FLOWOA BLDG OF OACMPVO I I FBG U1.OAMIS231BNEV/liL 230A.DOC
i
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ENGINEERING
EXPRESS°
I
August 1, 2017
Florida Department of Business and Professional Regulation
1940 North Monroe Street
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
I
To Whom It May Concern:
I
Please be advised that the below-signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been or will be prepared, as referenced above.
This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted
above and does not have any financial interest in any other entity involved in the approval
process of the above-noted product(s).
Respectfully, �� �� •g••...
` j_ E0046549
AUG 1 = �oP
Frank L. Be nn ' do, P. STAVE OFFra
FL PErdo, E. Inc:
046549 ,��SS/ON^\-
Cert of Auth 49885
I
160 SW 12TH AVENUE SUITE 106, !DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-06601- FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
V.WROXCTSI 2310AWW DDR TEDOWN CWS-FSA-UPDATE FL14=FORMI4 FLORIDADLDO CRiOJECTW 81011 M UPOATETi 371&U EPiLIl OOC
ENGINEERING
-1411111WEXPRESSO 8/01/2017
BMP International—Steel Tie Down Clips Page 2 of 2
No 33% increase in allowable stress has been used in the design of this product.
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Impact Resistance:
Not applicable to this product.
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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).
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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).
i
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
iprofessional 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 and outside of the High Velocity Hurricane Zone(HVHZ).
I
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
j PHONE: (954) 354-0660 .- FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
V."OJECTSIIY2318 AIR HANDLER TIEDOWNCLIPS-FSA-UPDATE FL14—FOR loll FLORIDA&DO CSROJED FV I I F0CUPDATET1Si3IEOEVA L111Do.1 DOC
ESN PE^
BMP INTERNATIONAL, INC.
$ MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS LL,. DE j I J
DESIGN NOTES:
MIN,WEIGHT, T
,§ MECHANICAL UNIT THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND FLORIDA�P(� a
PER SEPARATE BUILDING CODE 2017(6TH EDITION)FOR USE WITHIN AND OUTSIDE THE HIGH VELOCIU'— pl R% p
/-75LB
CERTIFICATION,TYP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DES164,
d I CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS FBC � Y±—
• I SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVHZ&ASCE 7 SEC
TON 29.4.1 u. uh
tCENTER OF GRAVITY I FOR INSTALLATIONS AT GRADE.(GC,",y=1.90 WITHIN THE HVHZ&OUTSIDE THE Z IU Oui= i
ASSUMED TO ACT AT THE I HVHZ,(GG) 1.5 FOR ALL LOCATIONS(CONCURRENT).ALL OTHER DESIGN VARIABLES r�U..
I^ ARE 1N ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29.THE HEIGHTS LISTED IN THE III111111 Q z!o
GEOMETRIC CENTER OF THE F I SEE DESIGN DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OFTHE BUILDING.THIS Z 4 pL m iG
MECHANICAL UNIT. =w i tCENTER OF PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'TALL ^ a++ �,(
MECHANICAL UNIT MUST BE SCHEDULE FOR oN OJ u�m 0
GRAVifI'.. I A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS LISTED IN THE DESIGN W W
SQUARE OR RECTANGULAR, x ut MAXIMUM SURFACE SCHEDULES. O~W•� 0
NO IRREGULAR SHAPES. S Z AREA AND DESIGN N K n
L0 I PRESSURE,EYP.
X¢o GENERAL NOTES: „o
oW d
Sw ! STEEL TIE-DOWN CLIPS. ~
v j SEE DETAIL 1/3&2/3 1. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
1,2 FOR CLIP INFORMATION, 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST d
I _ - 3 TMP' REPORTS*TEL 0197038 AA. TEL 01970387B BY TESTING EVALUATION LABORATORIES, U
INC..NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE zPERM #
D.
3. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL ~
7'MAX H 3'MAX.. CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS
TMP'
TYR (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS J =
AND ARE THE D(PRESS RESPONSIBILITY OF THE CONTRACTOR Q Q a
4. FASTENERS TO BE_iPIYX3.'OR Gt1EATER SAE GRADE 5 UNLESS NOTED OTHERWISE. ZO
HOST STRUCTURE DESIGN / TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDIX BRAND,CARBON STEEL ONLY, Z u W
BY OTHERS.SEE DESIGN-' �I I INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR Q a! rj
SCHEDULES FOR IH w D
-(� Yy REQUIREMENTS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION w L9{:
ALLOWABLE SUBSTRATES �.. 3•MAX" J�At% EOV TO PREVENT ELECTROLYSIS. Q�D O
g TYP YNX N5 S. ALL STEEL CUPS SHALL BE ASTM A283 STEEL(GRADE D)WITH FY-33 KSl OR BETTER. m
of 3•MAX ,,Vs G ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH N APPROVED z L=yc n n
43 MECHANICAL UNIT T'P R,, COAT OF PAIN7r,ENAMEL OR REQUIRED FOR ALL
COASTAL IINHER STALLATIONN PROTECTION.G90-RATED COATING W 600 T a
R 1 TIE-DOWN ISOMETRIC 6. ALL CONCRETE SHALLCRETE BEDHEREIN IS NOT PART OF THIS CERTIFICATION.AS A STRUUCTURAL CONCRETE 4'MIN.THICK AND SHALL HAVIEIMUM, Z p t
TYPE OF CUP AND NUMBER OF CUPS x O
ISOMETRIC MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWISE.
1 PER CORNER WILL VARY PER 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR U O
p CONNECTION TYPES C1-C4 ON SHEET 2 MATERIALS TO PREVENT ELECTROLYSIS. d f W
B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS.
9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS
TIE-DOWN CLIP DIRECTIVE EXAMPLE THIS ceanFICATION.DKEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL
ED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT D IN L�
(THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF-TOP INSTALLATION HEIGHT,H,FOR ANY GIVEN CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN.SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR
h, A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED
D MECHANICAL UNIT CRITERIA: HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE
E SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6g66
86 CONSIDER THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- 11.WATER-TIGHTNESSOF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY �f 6
F Vult=170 MPH,EXPOSURE'S' OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED R��"� ' p
• 48'TALL x 48'DEEP x 48'WIDE,100 LB(WEIGHT AS VERIFIED BY OTHERS) OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND
e INSTALLED TO 3000 PSI MIN CONCRETE WITH(1)-2-CUP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE 9
3 RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 98
PROCEDURE: WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING $$
PROCEDURE STEP RESULT CONTRACTOR' R G
1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHE 2 CONNECTION TYPE 3 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vul[WIND p€ +
SPEEDS USED IN THIS APPROVAL,SEE SECTION 26.7.3 OF ASCE 7-10. py
2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VuIt-170 MPH,EXPOSURE'S'.THIS DESIGN f f i G
9 CRITERIA CORRESPONDS TO TABLE 5 Ilk?�y KIy Ie
> 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNITTO BE INSTALLED 48'x48'-I6FT• g i
THIS UNIT HEIGHT OF 48'IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. 00PfMOBFRWL®oWWP.E
4 CHECKMAXIMUMUNITHQGHiRESTRICTION NOTE.THIS PRODUCTAPPROVALALLOWS THEONITTOBEINSTALLEDON70P 15-2378
OFAN A/C STAND THAT S A MAXINUM 30'TALL IFAN AICSTAND S UTILIZED
CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30•IN HEIGHT TULLE, N.T.S.
9 PAGE DESCRtMOMI
5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48'WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24'
6 DETERMINE TME ALLOWABLE ROOF-TOP HEIGHT OF TME INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT.
SEE(•)ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE
C
C
FPM'MLl bENNA)1�10•?:E:.
.J.•' 1C' "V� �i
ANCHOR SCHEDULE:
2 1"CLIPS 2" CLIPS N�
i\ SUBSTRATE DESCRIPTION SUBSTRATE DESCRIPTION ��(�(qqqq _-
L. (1)-5/I6'p CARBON 57EE1 (1)-5/16'0 CARBON QST E OFp� ••((/�
2 w(0 Z w en I ITW BUILDIX TAPCON, ITW BUILDIX TAPCON, .LL..�� 1M••••
R 5 O� 7 O CONCRETE: 2Yi FULL EMBED TO CONCRETE: 2Yi FULL EMBED TO �'.
j vw1 p E w I 'I (4'THICK M1N, CONCRETE,3K"MIN. (4"THICK MIN, CONCRETE,3y'MIN. N9 m
3000 PSI MIN.) EDGE DISTANCE,AV MIN. 3000 PSI MIN.) EDGE D15TANCE,3%"MIN. 9(4 H i&
=U I �V= I SPACING TO ANY SPACINGTO ANY
N •^ eYZI
a ut i U)uVi ADJACENT ANCHOR. ADJACENT ANCHOR. Z ;U
Y l7 In Q
= i I =
i ALUMINUM: (1)-#14 SAE GRADE 5 ALUMINUM: (2)-Y14 SAE GRADE 5 Z^ w O w
i SHEET METAL SCREW TO SHEET
ALUMINUPL),PRO DESTO
(5) O'"�W ®_�
\\\ I (0.125'MIN. (0.125'MIN. W W O J w
ALUMINUM,PROVIDE(5)
THICK,6061-T6 THICK,6061-T6 O
P THREAD PLANE PITTHREADCH I�NAST N W a
j 3'MAX • I
MIN.
ALUMINUM) MIN.ALUMINUM) In W �..
. 1"CLIPS -_... TYP. 1'CLIPS
j.., 3"MAX )' I 3'MAJ( .moi O
,TYP.
STEEL: (1)-#14 SAE GRADE 5 STEEL: (2)-X14 SAE GRADE 5
(0.125"S„' Ott ' .•'\\ THICK 33IN.KSI SHEET
STEEL,PROWDETAL �EE(5� THICK,33 KSI SHEET
STEEL PROVIDE SCREWS
g� 3'MAX �L`31\� J 3'MAX ,- \OtOJ MIN.STEEL) PITCHES MIN.PAST MIN.STEEL) PITCHES MIN.PAST p
3 .•TYP.. ;�a\�JN .M - ..'TYP._ � THREAD PLANE THREAD PLANE z
1-I ry
m E� 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. J =
2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE.
C1 CONNECTION TYPE Cl- . SEE DETAILS ON SHEETS FOR ANCHORS ATTACHING TO MECU1NiCAL UNIT. a o A m
. CONNECTION TYPE C2 Z°
1'CUP-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT C2 1'CLIP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT O Ci w Cl
2 t4
UNIT WIDTH LJ.1•�" a rt
Rz 6"MAX 6'MAX Z° o
z w CLIP OFFSET CUP OFFSET rruua C
w.. CUP PAIR SPACING L"'I u Fo
CL
~v F= I I I 3"TYP MECHANICAL
m
uCi CLIP-CUP UNIT PER
SPACING SEPARATE
i CERTIFICATION d 7 +g
aq 3"MAX• ����� ���
F 2'CUPS TYP. "� 2'CUPS
i, 3'MAX y 3'MAX UTILIZE(4)CUPS EA SIDE 9
$ta TYP. TYP, OF UNIT FOR A TOTAL OF ]
I (8)PER UNIT
a . • ' F i
i 6 �
d 3'MAX JTj, O 3"MAX
' TYP. \N\� 3.M �•.AX
T�T
C0Pf WNR F W N(L B3lUIm0 PE
15-2378
c3 CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL SCALE, N.T.s.
PAGE pE863IPRONi
2"CUPS-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT C4 N.T.S. PLAN VIEW
2'CUPS-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT 3
THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC
PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2)
CLIPS AT EACH CORNER FOR A TOTAL OF(8)CUPS PER ^
• UNIT.
c
FRANK L BENNMDDf P.E.-
IIPE0046549
.FOR ANY CLIP N -n
LONGER THAN 10' MECHANICAL UNIT BY OTHERS.ALUMINUM `�� �- • fi^3,i2.
0.19' UTILIZE(5)-812 SAE HOUSING UNITS SHALL BE fi063-T6 MIN. �.•'�LCENSF 6 1._--
TYP. GRADE 5 SHEET Q'
ALUMINUM SHEET WITH Fty=30 KSI,0.125'
METAL SCREWS,TYP. MIN.THICKNESS,STEEL HOUSING UNITS (3)-912 SAE GRADE 5 SHEET 4e,' NO PE004654 '
0.068"THICK SHALL BE ASTM A653 Fy=33KSI MIN. METAL SCREWS FOR CLIPS UP TO - =
R ASTM A283 STEEL,GRADE 33,22GA MIN.(t=0.0299"). 5LONG.UTILIZE(5)-812 SHEET a - ry
• STEEL,TIP. 0 m; METAL SCREWS FOR CLIPS "0 '. _.4 x
S O u is i� LONGER THAN 5".PROVIDE(5)
�� STATE OF wm 8i
PITCHES MIN.PAST G' w o o z /.•� FOR EACH 5115,TYP.THREAD PLANE %O�•, ••FLORLDP•'•• �.��
(3)-812 SAE GRADE 5 Y/ - 0 o O 0.068'THICK ASTM '�1 ji/ 7 U. ui
SHEET METAL SCREWS N c 0 ANCHOR PER L(J o 3:
A283 STEEL CLIP,TYP.
FOR CLIPS UP TO 5" v O BASE OF UNIT SHALLy!j ANCHOR /f 1111 f I i 1 j 1� i->UQ w
LONG.UTILIZE(5)-812
BE FLUSH WITH BASE /r.. SCHEDULE Q w
OF CLIP,NO SPACE
SHEET METAL SCREWS 0 i.^..f. 3/8' C9a o
DB FOR CLIPS LONGER PERMITTED,TYP. Z rcN O w
THAN 5',TYP. �/4"0 HOLE,WITH �0 / '// .' %/;%� I SUBSTRATE PER W o'i W
ANCHOR FROM
CLIP ANCHOR /- % ) ANCHOR N K s W
0.75" :%/'. :•�� '� SCHEDULE w w
SCHEDULE,7YP. j ;%. i .',% (VARIES) b O .
(OTHER
3 DIMENSIONS --'
0.375" o SIMILAR) 1" TIE-DOWN CLIP
R 3'y3 ANCHOR DETAILN
1 1" CLIP ISOMETRIC DETAIL g 3•=1'-0' DETAIL z
3 N.T.S. ISOMETRIC CLIP IS DESIGNED FOR FULL
CONTACT
MECHAINTMICAL UNIT,TYP.BASE OF EACH Q 3 O
_ 0Og ` 8
p
LD
0.125" Q
S ZT�ahn a
MECHANICAL UNIT BY OTHERS.ALUMINUM
HOUSING UNITS SHALL BE 6063-T6 MIN. LU o o
ALUMINUM SHEET WITH Fty=30 KSI,0.125' !—n
H 0.072'OR MIN.THICKNESS,STEEL HOUSING UNITS (3)-812 SAE GRADE 5 SHEET Z v z C
SHALL BE ASTM A653 Fy-33KSI MIN. METAL SCREWS
CR ESFOR CLIPS 4'
(4)012 SHEET ~
0.113"THICK D
R ASTM A283 STEEL,GRADE 33,22GA MIN.(t=0.0299'). METAL SCREWS FOR CLIPS - a. w
STEEL,NP. m (3)-812 SAE GRADE 5 '' LONGER THAN 4'.PROVIDE(5)
PITCHES MIN.PAST THREAD PLANE 'D
v SHEET METAL SCREWSca
FOR CUPS 4'LONG. 0.072"OR 0.113' /'/ FOR EACH SMS,TYP. u
� -
UTILIZE(4)-812 SHEET THICK ASTM A283 �`
METAL SCREWS FOR STEEL CLIP,TYP.
CLIPS LONGER THAN 4', BASE OF UNIT SHALL ���: //� (1)OR(2)ANCHORS
S FLUSH WITH BASE !. PER ANCHOR
S TYP BE .'�/^/'�% 3/8�SCHEDULE b 5 s1
OF CVP,NO SPACE
PERMITTED,TYP.
/i
3'e'0 HOLES,NOT TO � �'�� � / +•�;/,IY� g��c��u� ,
•�'�' � SUBSTRATE PER b 9 gj
B BE USED FOR .• / j :` \\I� 66 F u �
ANCHORS,TYP- .'% ,' �, -SCHEDULE s S
_._a'.•/: /.'.. / :/ (VARIES) 6
.375' fit
g
w3
0.75' •00• 2" TIE-DOWN CLIP 9
4 ANCHOR DETAIL
Dso
0.50" 1'-0' DETAIL D]RAKNIFRVRLBB@LVrDOPi
CUP IS DESIGNED FOR FULL 15-2378
FACTORY-MILLED 1/4"0 HOLES' CONTACT WITH THE BASE OF EACH Saar. N.T.S.
RS
g 4 UTILIZE(1)OR(2)ANCHO .r �� MECHANICAL UNIT,TYP.
3 PAGE DEiQtIDiIDN1
FROM 2'CLIP ANCHOR
SCHEDULE,TYP.
z 2" CLIP ISOMETRIC DETAIL
3 N.T.S. ISOMETRIC
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.BENNMDO,P.E.
11111 n r r r
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TABLE 1:Vult=175 MPH,EXPOSURE C TABLE 2 :Vult=175 MPH,EXPOSURE D _ �; NoPEDoa6sas '•.
R (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANEZONE•) _ * it
w 1O N
Oy
o
p STATE OF <l/ UJ<
ALLOWABLE ROOF-TOP HEIGHT H 8
ALLOWABLE ROOF-TOP HEIGHT(H) ( ) �` '•.•FLOFyIpP,.' �Mn� UJ
TIE-DOWN CONFIGURATION TYPE �iF --•••' W U.
TIE-DOWN CONFIGURATION TYPE , S of mq
MAXIMUM MAXIMUM ONA� LL N
SURFACE AREAOF UNIT UNIT SURFACE AREA OF UNIT UNIT ''t//IIr IIIII� ZW ON2� a
UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 C4 UNIT•FACELARGEST HEIGHT WIDTH Cl C2 C3 C4 U� �>UQLL3�
FACE 0 p y IfpU wE,zz
6 FT' �24'MAX 12"MIN N/A H5100 FT ATGRADE H5200 FT 6FT' 24"MAX 12"MIN N/A H540 FT ATGRADE H9200 FT Z�
– 9 FT' 32'MAX I 15'MIN N/A H!5 FT AT GRADE H 5 200 FT 9 FT' 32"MAX 15"MIN N/A AT GRADE N/A H 5 200 FT W v•+W e z
4 FT' ATGRADE H5200 FT H5200 FT H5200 FT 4FT' ATGRADE H5200FT H5160 FT H5200 FT 3ri �t'
6FT' N/A H5200 FT H530 FT H5200 FT 6F1'' N/A H5200 FT ATGRADE H5200 Fir NOW6wY'
9 FT' 48"MAX 24'MIN N/A H 5 40 FT ATGRADE H 5 200 FT 9 FT' 48"MAX 24"MIN N/A H 515 FT AT GRADE H S I00 FT �D O
$ 12 FT' N/A ATGRADE N/A H 5 200 FT 12 FT' N/A AT GRADE N/A H 9 140F ~
16 FT' N/A AT GRADE N/A H 5 60 FF 16 FT' N/AWN/A
gNIA
H 515 FF
_20 FT' -__ NIA AT GRADE N/A H 5 60 FT 20 FT' N/AH 5 30 FT Q,
25 FT' N/A N/A N/A H S 15 FT 25 FT' N/AATGRADE (� a
60"MAX 48"MIN 60"MAX 48"MIN
30 FT' N/A N/A N/A ATGRADE 30 FT' N/AATGRADE
y
36FT' N/A N/A N/A AT GRADE 36 FT' N/AN/A N/A 1--1 u
*THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND
MIAMI-DADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI-DADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY 2
OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. - OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. - -a�-� O—a
z O M m 0 a
1.4 to C G
s F-w
a M��. WFW o
N D:
Z 12 z a
LLJ N
R TABLE 3 :Vult=170 MPH,EXPOSURE C TABLE 4 :Vult=170 MPH,EXPOSURE D Z o
(FOR USE WITH A RISK CATEGORY II STRUCTURE-) (FOR USE WITH A RISK CATEGORY It STRUCTURE-) d ii p
E T
ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABLE INSTALLATION ROOF HEIGHT bbC
TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE
S MAXIMUM MAXIMUM
SURFACE AREA OF UNIT UNIT SURFACEAREAOF UNIT UNIT '
Cl C2 C3 C4 Cl C2 C3 C4 t t ,
UNIT'S LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH
FACE FACE
6ft 241n 1 12In N/A 5140 FT ATGRADE 5200 FT Eft241n 121n N/A >60 FT ATGRADE 5200 FF ���� �
S 9 ft' 32 in 15 in N/A H 515 FT AT GRADE 5 200 FT 9 ft' 32 in 15 In N/A AT GRADE N/A 5 200 FT g €€€
4ft' ATGRADE 5200 FT N/A 5200 FT 4ft' ATGRADE 5200 FT 5200 FT
6 k' AT GRADE 5 200 FT H 5 40 FT 5 200 FT 6 ft' N/A 5 200 FT H 515 FT 5 200 FT A, e
9 It, 48"MAX 24'MIN N/A >60 FT AT GRADE 5 200 FT 9 ft' 48"MAX 24'MIN N/A HS 15 FT AT GRADE 5 200 FT s �
R 12 ftN/A AT GRADE N/A s 200 FT 12 ft N/A ATGRADE N/A 5 200 FT
16 f 2 N/A ATGRADE N/A 5 80 FT 16 ft N/A N/A N/A H 5 40 FF
20 ft' I N/A AT GRADE N/A 5100 FT 20 ft' N/A AT GRADE N/A H 5 40 Ff @
25 ft' N/A _ N/A N/A H 5 30 FT 25 ft- 60'MAX 48"MIN N/A __ N/A N/A AT GRADE Fjp
30ft' - 60"MAX 48"MIN N/A N/A N/A ATGRADE 30ft N/A N/A N/A ATGRADE OORAImRRWKI®eWmOPE
36 h' N/A N/A N/A ATGRADE 36 ft' N/A N/A N/A ATGRADE 15-2378
S -AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECK WITH LOCAL 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECK WITH LOCAL PA" N.T.S.
� Prime oEsau�rtoMi
5 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES.
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NK L BENNAR00,V.E.
`tJ�.• � E . rl�'t
No PEO 4654
2STAT
TABLE 5 :Vult=140 MPH,EXPOSURE B TABLE 6 :Vult=140 MPH,EXPOSURE C '�T'•.,"4 1 M Bs
d (FOR USE WITH A RISK CATEGORY II STRUCTURE) (FOR USE WITH.A RISK CATEGORY IISTRUCTURE) /���SS`/Q LL L4'g"t
_ ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABLE INSTALLATION ROOF HEIGHT I I I I 1 oN 2
TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE fZ .0 mu QU
MA XMUMMAXIMUM u��( P W z o
S SURFACE AREA OF UNIT UNIT Cl C2 C4 SURFACE AREA OF UNIT UNIT Cl C3 C4 Z" °a'ly"fig
UNIT'S LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH W W v,..1 w^w.wl,
FACE FACE
Eft' 1 24 In 121n H915 FT 5200 FT 5200.FT 5200 FT 6ft, 24 In 121n ATGRADE 5200 FT 580 FT 5200 FT U1W6w�
9 ft' 32 in 15 in AT GRADE 5 200 FT >60 FT 5 200 FT 9 ft' 32 In 15 in N/A 5160 FT H 515 FT !1200 FT tow
4 ft2 5 200 FT 5 2DO FT 5 200 FT 5 200 FT 4 ft' S 80 FT 5 200 FT S 200 FT 5 200 FT
6 ft' H 5 40 FT 5 200 FT 5 200 FT 5 200 FT 6 ft' AT GRADE 5 200 FT 5 200 FT 5 200 FT
9 ft' 48"MAX 24"MIN AT GRADE s 200 FT 5120 FT 5 200IFT 9 ft' 48"MAX 24"MIN AT GRADE 5 200 FT H 5 40 FT 5 200 FT '"•
12 ft2 AT GRADE 5200 FT H540 FT 5200 FT 12 Ft' N/A 5100FT AT GRADE 5200 FT V v
■ 16 ft2 N/A 5 80 FT H 515 FT 5 200 FT 16 ft' N/A H 515 FT AT GRADE 5 200 FT
_ Z �
20 ft' N/A 5100 FT H 515 FT 5 200 FT 20 FN N/A H.5 30 FT AT GRADE 5 200 FT 1-4 r!
25 ft' 1 N/A H 540 FT AT GRADE 5 200 FT 25 ft' N/A AT GRADE AT GRADE 5 200 FT
60"MAX 48°MIN 60"MAX 48"MIN J 2 j
LL 30 ft' N/A H!;15 FT AT GRADE 5 20D FT 30 ft' N/A AT GRADE' N/A 5 80 FT ; O
36 h' N/A AT GRADE AT GRADE 5120 FT 36 fP I N/A --AT GRADE - N/A H S 30 FT -Z-�
3 roz Lb
�•�t b
E r 4i w o
Z 12
8 L(.Ioaa r
d w
TABLE 7 :Vult=140 MPH,EXPOSURE D m E
8 (FOR USE WITH A RISK CATEGORY It STRUCTURE)
LL
ALLOWABLE INSTALLATION ROOF HEIGHT _
TIE-DOWN CONFIGURATION TYPE !!ee
MAXIMUM a 6 9Be6
SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 _�!A
UNIT'S LARGEST HEIGHT WIDTH gq
FACE �lq `
g 3 4
i 6 ft24In 121n N/A 5 200 FT H 5 30 FT 5 200 FT _ q@
$ 9 ft' 32 in 15 in N/A 5100 FT AT GRADE S 200 FT e F
^ 4ftHs4o Fr 5 20 Fr 5 20 FT 15 200 Fr
6ft2 ATGRADE 5200 FT 5200 FT 5200 FT
' 9 ft' 48°MAX 24"MIN N/A 5 200 FT H 515 FT 5 2DO FT
12 h' N/A H540FT AT GRADE 5200 FT
> 16 ft' N/A AT GRADE N/A 5200 FT
20 ftl N/A AT GRADE AT GRADE 5200 FT CUP4xerttiW�LL8B1WmBVJ:
25W N/A ATGRADE N/A 5120 FT 15-2378
60'MAX 48°MIN
30 ft' N/A N/A N/A H 540 FT &CALL N.T.S
3 36ft' N/A N/A N/A AT GRADE PACE DeOMPTIOMs
T •AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN
^^� •BREVARD COUNTY.CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION
FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES.
e