2060 Beach Ave ACRS24-0027 TIE DOWNS 14239 (43)tCEN!TER OF GRAVITY
ASSUMED TO ACT AT THE
GFOMET#RIC CENTER OF THE
MECHANICAL UNIT.
MECHANICAL UNIT MUST BE
SQUARE OR RECTANGULAR,
NO IRREGULAR SHAPES,
HOST STRUCTURE DESIGN
BY OTHERS. SEE DESIGN
SCHEDULES FOR
ALLOWABLE SUBSTRATES
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE &ROOF -TOP MOUNTED APPLICATIONS
uj
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TYP,
MECHANICAL UNIT
1 TIE -DOWN ISOMETRIC
1 1.. - 1'-0" ISOMETRIC
75LB MIN. WEIGHT,
MECHANICAL UNIT
PER SFPARATE
CI=RTIFICATION, TYP.
SEE DESIGN
tCENTER OF SCHEDULE FOR
GRA MAXIMUM SURFACE
AREA AND DESIGN
PRESSURE, TYP.
3MAX 3 TYP.
TYP. O
STEEL TIE -DOWN CLIPS,
SEE DETAIL 1/3 & 2/3
1.2 FOR CLIP INFORMATION,
3 Trp.
3" MA
_TYP.
TYPE OF CLIP AND NUMBER OF CLIPS
PER CORNER WILL VARY PER
CONNECTION TYPES C1-C4 ON SHEET 2
TIE -DOWN CLIP DIRECTIVE EXAMPLE
(THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMLNE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN
MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRIC.TION5 ,AND DESIGN CRITERIA LISTED HEREIN, SCF SHEETS 4-5 FOR DT=SIGN SCHEDUL-ES.)
MECHANICAL UNIT CRITERIA:
CONSIDER THE INSTALAATION OF (I) MECHANICAL UNIT WITH THF FOLLOWING CRMRIA=
• VUIt�-170 MPH, EXPOSURE 'B'
48" TALL x 48" DEEP x 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS)
INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS)
PROCEDURE:
PROCEDURE STEP
RESULT
1
DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2
CONNECTION TYPE 3
2
DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE
THIS 1NSTALLATION IS INTENDED FOR A Vult=170 MPF{, EXPOSURE 'B'. THIS DESIGN
OR SCAN THIS OR CA:UE
CRITERIA CORRESPONDS TO TABLE 5
3
DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED
48"x4S",16F P
fOR AODRIONAL PLANS, REPORTS & RESOURCES
THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48".
NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNrTTO BE rNSTALLED ON TOP
d
CHECkC MAXIMUM UNIT HEIGHT RESTRICTION
of AM AJC STAND THAT IS A MAXI MUM 30" TALL. IF AN AJC STAND IS UTILZZ EU,
CHECK TO SEE THAT THE STAND ODES NOT EXCEED 30"11V NEriGNI`
5
CHECK MINIMUM UNIT WIDTH RESTRICTION
UNIT WIDTH IS 48" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24-
E
DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION
THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FF.
SCE (-) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE
DESIGN NOTES:
ally signed
" by F ank
Benimardo
Dat
�i„S�ONA�•,..
16:11:18-05
THIS PRODUCT HAS SEEN DESIGNED IN ACCORDANCE WITH ASCE 7 AND FLORIDA
BUILDING CODE 2020 (7TH EDITION) FOR USE WIT -FIN AND OUTSIDE THE HIGH VELOCITY
HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN
CRITERIA USFD TO CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CON51DERS FBC
SECTION 1609 FOR NON-HVHZ AND SECTION 1620 FOR HVlHZ &. ASCE 7 SECTION 29 FOR
INSTALLATIONS AT GRADE. (GCT)i.w l=1.90 WITHIN THE HVHZ & OUTSIDE THE HV HZ,
(GCr)� , =Z.5 FDR ALL LOCATIONS (CONCURRENT). A€,L OTHER DESIGN VARIABLES ARE 1N
ACCO INCE WITH ASCE 7 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN
SCHEDULFS REP RFSEW THE ALLOWABLE H EIGHT OF THE BUILDING. THIS PRODUCT
APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30” TALL A/C STAND
(CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN TX- DESIGN SCHEDULES.
GENERAL NOTES:
1. NO 33-1/3°!a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
SYSTEM.
2. DESIGN 15 BAS E❑ ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST
REPORTS #TEL 01974387A, #TEL 019743876 BY TESTING EVALUATION LABORATORIES,
INC.. NO SUBSTITUTIONS WITHOUT WRXTTEN APPROVAL BY THIS ENGINEER SHALL BE
PERMITTED.
3. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL
CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFAC7URI=R RECOMMENDATIONS
AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
4. FASTENERS TO BE #12 X YA" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE.
TAPCONS REFERRED TO HEREIN SHALL BE ITW SUILDEK BRAND, CARBON STEEL ONLY,
INSTALLE0 TO 3409 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR
REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION
TO PREVENT ELECTROLYSIS.
5. ALL STEEL CLIPS SHALL 8E A5TM A253 STEEL (GRADE D) WITH FY=33 KSI OR BETTER_
ALL STEEL MEMBERS SHALL IBE PROTECTED AGAINST CORROSION WITH AN APPROVED
COAT OF PAINT, ENAMEL Oft OTHER APPROVED PROTECTION. G'90 -RATER COATING
REQUIRED FOR ALL COASTAL INSTALLATIONS.
6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM,
ALL CONCRETE SHALL 8E STRUM RAL CONCRETE 4" MIN. THICK AND SHALL HAVE
MINIMUM COMPRESSIVE STRENGTH OF 3400 PSI, UNLESS NOTED OTHERWISE,
7. THE CONTRACTOR I5 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
MATERIALS 10 PREVENT ELECTROLYSIS,
S. ELECTRICAL GROUND, WHEN REQUIR7=D, TO BE DESIGNED & lid STALLED BY OTHERS,
9. THE ADEQUACY OF ANY EXISTJNG STRUCTURE TO WITHSTAND SUPERJMPOSED LOADS
SHALL SE VERIFIED SY THE ONSITE [DESIGN PROFESSIONAL AND 1S NOT INCLUDED IN
THIS CERTIFIGATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
14. THE SYSTEM DETAILJED HEREIN IS GENI=RIC AND DOES NOT PROVIDE INFORMATION FOR
A SPECIFIC SITE. POR SITE CONDITIONS OWPERENT FROM THE CONDITIONS DETAILED
HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FUl L RESPONSIBILJTY
OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL. ENSURE THAT ANY REMOVED
OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND
INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHAG NOT BE
RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WAT£RAIGHTNESS SHALL BE THE FULL RESPONSIBILITY of THE INSTALLING
CONTRACTOR_
12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND
SPEEDS USED IN THIS APPROVAL, SEE SECTION 26 OF ASCI= 7.
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20-30157
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PAGE
PAGE DESCRII
FOR�E S�dxic UT
NF RM1 TRSbNS
& MORE INF4RM.gTIDhF ABOUT THIS pOCUh1ENT
+
OR SCAN THIS OR CA:UE
MIT "GIN EERINivEXPRE$S_=U?$TORE
fOR AODRIONAL PLANS, REPORTS & RESOURCES
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CONNECTION TYPE Cl
I" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT
CONNECTION TYPE C2
ANCHOR SCHEDULE:
1" CLIPS
SUBSTRATE
DESCRIPTION
MECHANICAL
(1)-5Jk4" CARBON STEEL
1TW BUILDEX TAPCON,
CONCRETE:
V4' H=ULL, EMBED TO
(4" THICK MIN,
CONCRETE, 3'Y," MIN.
3000 PSI MIN.)
EDGE DISTANCE, 3A" MIN.
S:J
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SPACING TO ANY
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AEUMINUtA;
(1)-#14 SAE GRADE 5
(0. 125" MIN.
SHEET METAL SCREW TO
THICK,12 fi06I-
ALUMINUM, PROVIDE (5)
MIN- ALUMINUM)
PITCHES MIN. PAST
THREAD PLANE
STEELL
(1)-#14 SAE GRADE 5
MIN.
SHEET METAL. SCREW TO
THICK, 33 K51
STEEL, PROVIDE (5)
MEI`!. STEEL)
PITCHES MINI. PAST
THREAD PLANE
1" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT
CONNECTION TYPE C3
2" CLIPS - UT'ILJZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT
CONNECTION TYPE C4
2" CLIPS
SU13STIRATE
DESCRI;PTTDN
MECHANICAL
(1)-5/15"0 CARBON STEEL
ITW BUILDER TAPCDN,
CONCRETE:
2Y4" FULL EMBED TO
(4" THICK MIN,
CONCRETE, 3'%" MIN.
3009 PSI MIN.)
EDGE DJSTANCE, 3Y4" MIN,.
S:J
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SPACING TO ANY
LLcl
ADJACENT ANCHOR.
ALUMINUM'
ALUM
ALUM"
(2)-#14 SAE GRADE 5
MIN.
MIN.
SHEET METAL SCREWS TO
8
THICK6061-T6B
ALUMINUM, PROVIDE (5)
,
MHN, A,,
PTTCHES MIN. PAST
THREAD PLANE
STEEL:
(2)-#14 SAE GRADE S
(0,k25" MINI.
SHEET METAL SCREWS TO
THICK, 33 KSI
STEEL, PROVIDE (5)
MIN. STEEL.}
PITCHES MIN. PAST
THREAD PLANE
1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE.
2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE.
3. SEE DETAILS ON SHEET -3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT,
2-' CLI PS - UTILIZE (2) AT EACH CORINER FOR A TOTAL OF (8) PER UNIT
UNIT WIDTH
6" MAX 6" MAX
CLIP OFFSFT CLIP PAIR SPACING CLIP OFFSET
�LLIP-CLIPUN
3" TVP
MECHANICAL
ZT PER
SPACING
SEPARATE
/
m t0
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CERTIFICATION
UTILIZE (4) CLIPS EA SIDE
OF UNIT FOR A TOTAL OF
(8) PER UNIT
s ALTERNATE $ CLIP DETAIL
3 N.T.S. PLAN VIEW
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) CLIPS PER
U Nrr.
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0,068" THICK
ASTM A283
STEEL, TYP.
(3)-#12 SAE GRADE 5
SHEET METAL SCREWS
FOR CLIPS UP TO 5"
LONG. UTILTZE (5)-# 12
SHEET METAL SCREWS
FOR CLIPS LONGER
THAN 5", TYP.
in
N
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METAL SCREWS, TYP.
KV MOLE, WITH
ANCHOR FROM i"
0.75" CLIP ANCHOR
SCHEDULE, TYP.
X0.3 75".
1" CLIP ISOMETRIC DETAIL
N.T.S.
0.125"
0.072" OR
0.113" THICK
ASTM A283
STEEL, TYP.
N
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0
FACTORY-MILLED?/4"0 HOLES;
UTILIZE (1) OR (2) ANCHORS
FROM 2" CLIP ANCHOR
SCHEDULE, TYP.
iso'
Xb
(OTHER
DIMENSIONS
SIMILAR)
(3)-#12 SAE GRADE 5
SHEET METAL SCREWS
FUR CLIPS 4" LONG.
UTILIZE (4)-412 SHEET
[+'FETAL SCREWS FOR
CLIPS LONGER THAN 4",
TYP.
- 1%4"Q HOLES, NOT TO
BE USED FOR
ANCHORS, TYP.
375"
0,50"
ar
1�
0.50"
2 2" CLIP ISOMETRIC DETAIL
N.T.S. ISOMETRIC
ISOMETRIC
MECHANICAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 6063-T6 MIN.
ALUMINUM SHEET WITH Fty=30 KSI, 0.125"
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL 3E ASTM A653 Fy=33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t=0.0299").
0.068" THICK ASTM
A283 STEEL CLIP, TYP.
BASE OF UNIT SHALL
BE FLUSH WITH BASE
OF CLIP, NO SPACE
PERMITTED, TYP,
PE A 6046549 CA* 9885
(3}-#12 SAE GRADE 5 SHEET
METAL SCREWS FOR CLIPS UP TD
5" LONG. UTILIZE (5)-# 12 SHEET r�
METAL SCREWS FOR CLIPS -i
LONGER THAN 5". PROVIDE (5) w r1 0 x
PITCHES MIN. PAST THREAD PLANE;,";,
FOR EACH SMS, TYP. LL ill Lu V)
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ANCHOR PER z Lu uj U tg a
ANCHOR a> d _ w
SCHEDULE < Lu
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SUBSTRATE PERM & u
ANCHOR i1i CC 6 w
SCHEDULE p
(VARIES) d
1" TIE—DOWN CLIP
ANCHOR DETAIL
3" = V-0" DETAIL
CLIP 1S DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MI;CHANTCAL UNIT, TYP,
MECHANICAL UNTT BY OTHERS. AL.UMrrgtJM
HOUSING UNITS SHALL BE 6063-T6 MIN.
ALUMINUM SHEET WITH Fty=30 KSI, 0.125"
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL BE ASTM A653 Fy=33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t=0.0299").
0.072" OR 0.113"
THICK ASTM A283
STEEL CLIP, TYP.
BASE OF UNTT SHALL
BE FLUSH WITH BASE
OF CLIP, NO SPACE
PERMITTED, TYP.
(3)-#12 SAE GRADE 5 SHEET
N UAL. SCREWS FOR CLIPS 4"
LONG. UTILIZE (4)-#12 SHEET
METAL SCREWS FOR CLIPS
LONGER THAN 4". PROVIDE (5)
PITCHES MIN. PAST THREAD PLANE
FOR EACH SMS, TYP.
(1) OR (2)ANCHORS
PER ANCHOR
315, SCHEDULE
SUBSTRATE PER
ANCHOR
SCHEDULE
(VARIES)
2" TIF—DOWN CLIP
4 NCHOR DETAIL
3" = 1'-D" DETAIL
CLIP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MECHANICAL UNIT, TYP.
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LONGER THAN 10"
0.19"
UTILIZE (5)-#12 SAE
TYP.
GRADES SHEET
METAL SCREWS, TYP.
KV MOLE, WITH
ANCHOR FROM i"
0.75" CLIP ANCHOR
SCHEDULE, TYP.
X0.3 75".
1" CLIP ISOMETRIC DETAIL
N.T.S.
0.125"
0.072" OR
0.113" THICK
ASTM A283
STEEL, TYP.
N
.-i
0
FACTORY-MILLED?/4"0 HOLES;
UTILIZE (1) OR (2) ANCHORS
FROM 2" CLIP ANCHOR
SCHEDULE, TYP.
iso'
Xb
(OTHER
DIMENSIONS
SIMILAR)
(3)-#12 SAE GRADE 5
SHEET METAL SCREWS
FUR CLIPS 4" LONG.
UTILIZE (4)-412 SHEET
[+'FETAL SCREWS FOR
CLIPS LONGER THAN 4",
TYP.
- 1%4"Q HOLES, NOT TO
BE USED FOR
ANCHORS, TYP.
375"
0,50"
ar
1�
0.50"
2 2" CLIP ISOMETRIC DETAIL
N.T.S. ISOMETRIC
ISOMETRIC
MECHANICAL UNIT BY OTHERS. ALUMINUM
HOUSING UNITS SHALL BE 6063-T6 MIN.
ALUMINUM SHEET WITH Fty=30 KSI, 0.125"
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL 3E ASTM A653 Fy=33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t=0.0299").
0.068" THICK ASTM
A283 STEEL CLIP, TYP.
BASE OF UNIT SHALL
BE FLUSH WITH BASE
OF CLIP, NO SPACE
PERMITTED, TYP,
PE A 6046549 CA* 9885
(3}-#12 SAE GRADE 5 SHEET
METAL SCREWS FOR CLIPS UP TD
5" LONG. UTILIZE (5)-# 12 SHEET r�
METAL SCREWS FOR CLIPS -i
LONGER THAN 5". PROVIDE (5) w r1 0 x
PITCHES MIN. PAST THREAD PLANE;,";,
FOR EACH SMS, TYP. LL ill Lu V)
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ANCHOR PER z Lu uj U tg a
ANCHOR a> d _ w
SCHEDULE < Lu
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Xr4 0 w
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SUBSTRATE PERM & u
ANCHOR i1i CC 6 w
SCHEDULE p
(VARIES) d
1" TIE—DOWN CLIP
ANCHOR DETAIL
3" = V-0" DETAIL
CLIP 1S DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MI;CHANTCAL UNIT, TYP,
MECHANICAL UNTT BY OTHERS. AL.UMrrgtJM
HOUSING UNITS SHALL BE 6063-T6 MIN.
ALUMINUM SHEET WITH Fty=30 KSI, 0.125"
MIN. THICKNESS, STEEL HOUSING UNITS
SHALL BE ASTM A653 Fy=33KSI MIN.
STEEL, GRADE 33, 22GA MIN. (t=0.0299").
0.072" OR 0.113"
THICK ASTM A283
STEEL CLIP, TYP.
BASE OF UNTT SHALL
BE FLUSH WITH BASE
OF CLIP, NO SPACE
PERMITTED, TYP.
(3)-#12 SAE GRADE 5 SHEET
N UAL. SCREWS FOR CLIPS 4"
LONG. UTILIZE (4)-#12 SHEET
METAL SCREWS FOR CLIPS
LONGER THAN 4". PROVIDE (5)
PITCHES MIN. PAST THREAD PLANE
FOR EACH SMS, TYP.
(1) OR (2)ANCHORS
PER ANCHOR
315, SCHEDULE
SUBSTRATE PER
ANCHOR
SCHEDULE
(VARIES)
2" TIF—DOWN CLIP
4 NCHOR DETAIL
3" = 1'-D" DETAIL
CLIP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MECHANICAL UNIT, TYP.
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