DRAWINGSp
DWG # 0604415A
Specific Purpose
Final As -Built Survey
for
Webb Construction
BENCHMARK:
FOUND 20' RIGHT OF WAY FOUND NAIL/DISC
NAIL/DISC N. E. 11 TH AVENUE ELEVATION 16.66'
of BACKFLOW PREVENTER
o I ASPHALT PAVEMENT WATER METER LIL
220.00 GATE VALVE C CURB FIRE HYDRANT
70.00' 3' CDNC. WALK
1:51Q.1�2 CONIC. 50.00' 50.00' 50.00' s`�o � � 56
0 ENTRANCE — I — — _ o a.5
is �D O O O D � O O O
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x —x —x x —x —x —x
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DWG # 0604415A
Specific Purpose
Final As -Built Survey
for
Webb Construction
BENCHMARK:
FOUND 20' RIGHT OF WAY FOUND NAIL/DISC
NAIL/DISC N. E. 11 TH AVENUE ELEVATION 16.66'
of BACKFLOW PREVENTER
o I ASPHALT PAVEMENT WATER METER LIL
220.00 GATE VALVE C CURB FIRE HYDRANT
70.00' 3' CDNC. WALK
1:51Q.1�2 CONIC. 50.00' 50.00' 50.00' s`�o � � 56
0 ENTRANCE — I — — _ o a.5
is �D O O O D � O O O
�� I I� ��� x
x —x —x x —x —x —x
C,
I
'60 I �Q�P� x
P C.B. #2 P
RIM=15.45 x
INV. E =NN//
//A
INV.S=N/A
C.B. #1
x
C.B. #3 O O RIM=15.40 OD
I RIM= 15.47 I 00 INV.W=N/A
INV.E=N/A I Z
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I INV.S=N/A O i v
P x
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10
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w 4' CONC. O
o Q I Ll IOO z � 40.9'W IO
� 1_2� PORCH ®
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p 1- I.- I r I 5' OUT OUT
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FLOOD ZONE
FLOOD ZONE C
PANEL NUMBER
120196 0004C
EFFECTIVE DATE
SEPTEMBER 30, 1982
220.00'
VACANT
PREPARED FOR
HRW, INC.
5550 PORTOFINO DRIVE
BOCA RATON, FL 33433
5' RESERVATION
PROPERTY ADDRESS
202 N.E. 11TH AVENUE
BOYNTON BEACH, FL 33435
—N—
I
0 20 40
SCALE: 1" = 20'
SURVEYOR'S NOTES
EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN.
LEGAL DESCRIPTION PROVIDED BY CLIENT.
SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS
AND RIGHTS OF WAYS OF RECORD.
SURVEY IS NOT VALID WITHOUT A RAISED SEAL.
BEARINGS, IF SHOWN, ARE BASED ON THE RECORD PLAT.
ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED
STATES STANDARD, USING FEET.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
BENCHMARK REFERENCE: PALM BEACH COUNTY "JERAY", AS
PUBLISHED, ELEVATION 18.643, NGVD 29.
• = FOUND 5/8" IRON ROD (NO ID) UNLESS NOTED OTHERWISE
0 = WOOD UTILITY POLE
U.E. = UTILITY EASEMENT
mss = SPOT ELEVATION
® = YARD DRAIN
LEGAL DESCRIPTION
LOTS 7, 8, 9 AND 10, BLOCK 3, MEEKS AND ANDREWS ADDITION
TO BOYNTON, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 5 PAGE 84, PUBLIC RECORDS OF
PALM BEACH COUNTY, FLORIDA.
71
CERTIFICAii6 ` ` PREPARED BY:
I HEREBY BERTY TI I'lfA F [3 THIS,,SURVEY AND
THAT I S,TRCCKRECO THE BEST OF MY Bob Bllggee, Inc.
KNO ED the "SURVEYOR"
P.O. BOX 3887
BY: V BOYNTON BEACH, FLORIDA, 33426
ROBERT A 'BUGGEE FLORI41a L ND V YOR #3302 SURVEY &MAPPING BUSINESS #7890
233 E. GATEWAY BLVD .,'BOYNTON FLORIDA 561-732-7877
DATE OF LAST FIELD WORK: 4/28/16
I
12.0'
z
w
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xQ J
CONC.
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METAL FENCE ON LINE f
FLOOD ZONE
FLOOD ZONE C
PANEL NUMBER
120196 0004C
EFFECTIVE DATE
SEPTEMBER 30, 1982
220.00'
VACANT
PREPARED FOR
HRW, INC.
5550 PORTOFINO DRIVE
BOCA RATON, FL 33433
5' RESERVATION
PROPERTY ADDRESS
202 N.E. 11TH AVENUE
BOYNTON BEACH, FL 33435
—N—
I
0 20 40
SCALE: 1" = 20'
SURVEYOR'S NOTES
EXISTING IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN.
LEGAL DESCRIPTION PROVIDED BY CLIENT.
SURVEYOR HAS NOT ABSTRACTED THIS SURVEY FOR EASEMENTS
AND RIGHTS OF WAYS OF RECORD.
SURVEY IS NOT VALID WITHOUT A RAISED SEAL.
BEARINGS, IF SHOWN, ARE BASED ON THE RECORD PLAT.
ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED
STATES STANDARD, USING FEET.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
BENCHMARK REFERENCE: PALM BEACH COUNTY "JERAY", AS
PUBLISHED, ELEVATION 18.643, NGVD 29.
• = FOUND 5/8" IRON ROD (NO ID) UNLESS NOTED OTHERWISE
0 = WOOD UTILITY POLE
U.E. = UTILITY EASEMENT
mss = SPOT ELEVATION
® = YARD DRAIN
LEGAL DESCRIPTION
LOTS 7, 8, 9 AND 10, BLOCK 3, MEEKS AND ANDREWS ADDITION
TO BOYNTON, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 5 PAGE 84, PUBLIC RECORDS OF
PALM BEACH COUNTY, FLORIDA.
71
CERTIFICAii6 ` ` PREPARED BY:
I HEREBY BERTY TI I'lfA F [3 THIS,,SURVEY AND
THAT I S,TRCCKRECO THE BEST OF MY Bob Bllggee, Inc.
KNO ED the "SURVEYOR"
P.O. BOX 3887
BY: V BOYNTON BEACH, FLORIDA, 33426
ROBERT A 'BUGGEE FLORI41a L ND V YOR #3302 SURVEY &MAPPING BUSINESS #7890
233 E. GATEWAY BLVD .,'BOYNTON FLORIDA 561-732-7877
DATE OF LAST FIELD WORK: 4/28/16
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CUSTOMER: HRW INC. GENERAL CONTRACTORS o
,v 5
INSTALLATION AND USE: DO NOT CUT OR ALTER THIS TRUSS PLACMENT DIAGRAM 0
ii® si TRUSSES. DO NOT INSTALL OR USED DAMAGED IS FOR THE USE OF THE BRICATOR, BRIDE OF CHRIST SHOP DRAVVING APPROVAL s� s
DIMENSIONS, TRUSS LAYOUT, OVERHANG DETAILS, NUMBER OF
s TRUSSES AND REPORT ANY DAMAGED TRUSSES GENERAL CONTRACTOR, AND JOB NAME' i �� RPITCH,AAND SEARING WALL LOCATIONS, AND APPROVE THEM AS SHOWN. TRUSSES,
TO FABRICATOR. PROPER INSTALLATION AND USE TRUSS ERECTION CONTRACTOR. ITJ®B ADDRESS. 202 NE 11TH AVE.
OF THESE COMPONENTS IS THE SOLE IS NOT INTENDED TO BE DALLAS
—M V�lRESPONSIBILITY OF THOSE PERSONS INSTALLING SUBSTITUTE FORA FRAMING PLAN, BOYT®N BEACH,,_ FL. DATE FO
® AND USING THESE COMPONENTS. FORT DALLAS WHICH IS THE RESPONSIBILITY OF
CO., LLC, IS NOT RESPONSIBLE FOR THE (ABILITIES THE ARCHITECT OR ENGINEER OF SALESPERSON: PA BY AND/OR
O THAT MAY RESULT FROM FIELD STORAGE, MISUSE, RECORD TO PROVIDE. FOR=41RUSS
OR IMPROPER INSTALLATION OF THESE HANDLING AND ERECTION REFER MODEL: COMPANY, LLC.
COMPONENTS, WHICH MAY RESULT FAILURES, TO TPI BULLETIN BCSI B-1., FABRICATORS OF ROOF & FLOOR WOOD TRUSSES
BODILY INJURY, AND LOSS OF PROPERTY AND/OR LEGAL 7M5 S.W. 44TH STREET
LIFE. TRUSSES MUST BE INSTALLED BY ADDRESS: MIAMI, FL" 33155
(3os)ss7 x797 v1MIv.eESTTR1800-2731034
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
TRUSS INSTALLATION AND HANDLING. FAx (3aslss7-6797
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CUSTOMER: HRW INC. GENERAL CONTRACTORS o
,v 5
INSTALLATION AND USE: DO NOT CUT OR ALTER THIS TRUSS PLACMENT DIAGRAM 0
ii® si TRUSSES. DO NOT INSTALL OR USED DAMAGED IS FOR THE USE OF THE BRICATOR, BRIDE OF CHRIST SHOP DRAVVING APPROVAL s� s
DIMENSIONS, TRUSS LAYOUT, OVERHANG DETAILS, NUMBER OF
s TRUSSES AND REPORT ANY DAMAGED TRUSSES GENERAL CONTRACTOR, AND JOB NAME' i �� RPITCH,AAND SEARING WALL LOCATIONS, AND APPROVE THEM AS SHOWN. TRUSSES,
TO FABRICATOR. PROPER INSTALLATION AND USE TRUSS ERECTION CONTRACTOR. ITJ®B ADDRESS. 202 NE 11TH AVE.
OF THESE COMPONENTS IS THE SOLE IS NOT INTENDED TO BE DALLAS
—M V�lRESPONSIBILITY OF THOSE PERSONS INSTALLING SUBSTITUTE FORA FRAMING PLAN, BOYT®N BEACH,,_ FL. DATE FO
® AND USING THESE COMPONENTS. FORT DALLAS WHICH IS THE RESPONSIBILITY OF
CO., LLC, IS NOT RESPONSIBLE FOR THE (ABILITIES THE ARCHITECT OR ENGINEER OF SALESPERSON: PA BY AND/OR
O THAT MAY RESULT FROM FIELD STORAGE, MISUSE, RECORD TO PROVIDE. FOR=41RUSS
OR IMPROPER INSTALLATION OF THESE HANDLING AND ERECTION REFER MODEL: COMPANY, LLC.
COMPONENTS, WHICH MAY RESULT FAILURES, TO TPI BULLETIN BCSI B-1., FABRICATORS OF ROOF & FLOOR WOOD TRUSSES
BODILY INJURY, AND LOSS OF PROPERTY AND/OR LEGAL 7M5 S.W. 44TH STREET
LIFE. TRUSSES MUST BE INSTALLED BY ADDRESS: MIAMI, FL" 33155
(3os)ss7 x797 v1MIv.eESTTR1800-2731034
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
TRUSS INSTALLATION AND HANDLING. FAx (3aslss7-6797
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CUSTOMER: HRW INC. GENERAL CONTRACTORS o
,v 5
INSTALLATION AND USE: DO NOT CUT OR ALTER THIS TRUSS PLACMENT DIAGRAM 0
ii® si TRUSSES. DO NOT INSTALL OR USED DAMAGED IS FOR THE USE OF THE BRICATOR, BRIDE OF CHRIST SHOP DRAVVING APPROVAL s� s
DIMENSIONS, TRUSS LAYOUT, OVERHANG DETAILS, NUMBER OF
s TRUSSES AND REPORT ANY DAMAGED TRUSSES GENERAL CONTRACTOR, AND JOB NAME' i �� RPITCH,AAND SEARING WALL LOCATIONS, AND APPROVE THEM AS SHOWN. TRUSSES,
TO FABRICATOR. PROPER INSTALLATION AND USE TRUSS ERECTION CONTRACTOR. ITJ®B ADDRESS. 202 NE 11TH AVE.
OF THESE COMPONENTS IS THE SOLE IS NOT INTENDED TO BE DALLAS
—M V�lRESPONSIBILITY OF THOSE PERSONS INSTALLING SUBSTITUTE FORA FRAMING PLAN, BOYT®N BEACH,,_ FL. DATE FO
® AND USING THESE COMPONENTS. FORT DALLAS WHICH IS THE RESPONSIBILITY OF
CO., LLC, IS NOT RESPONSIBLE FOR THE (ABILITIES THE ARCHITECT OR ENGINEER OF SALESPERSON: PA BY AND/OR
O THAT MAY RESULT FROM FIELD STORAGE, MISUSE, RECORD TO PROVIDE. FOR=41RUSS
OR IMPROPER INSTALLATION OF THESE HANDLING AND ERECTION REFER MODEL: COMPANY, LLC.
COMPONENTS, WHICH MAY RESULT FAILURES, TO TPI BULLETIN BCSI B-1., FABRICATORS OF ROOF & FLOOR WOOD TRUSSES
BODILY INJURY, AND LOSS OF PROPERTY AND/OR LEGAL 7M5 S.W. 44TH STREET
LIFE. TRUSSES MUST BE INSTALLED BY ADDRESS: MIAMI, FL" 33155
(3os)ss7 x797 v1MIv.eESTTR1800-2731034
CONTRACTORS WITH SUFFICIENT EXPERIENCE IN
TRUSS INSTALLATION AND HANDLING. FAx (3aslss7-6797
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OUTSIDE IDE A R C A L C, U LAT I O N S (ASHRAE 62.1 2004 TABLE 6-1) a:c � C
Wj2 9 W
ET OCCUPIABLE TOTAL NUMBER VENTILATION VENTILATION EXHAUST RATE EXHAUST RATE OA RATE OA RATE PROVIDED z
N E/PERSON RATE CFM/SQF REQUIRED PROVIDED REQUIRED a W U
MARK AREA SERVED AREA OF PEOPLE RAT 0Q
_ m
p p 1208.1 1310 (� p 3
4„ C 3135 204 5.00 0.06 � W 0 < _
NAVE 05 - p
p 0 00 0.00 100 100 0 0 W = � W
MEN'S RESTROOM 169 Q
I
p 0.00 0,00 150 150 0.0 0 M W)m
ACCESS AHU-1 & AHU-2 WOMEN'S RESTROOM 216 Q Orz
-RETURN TUBE PANEL 4 5.00 0.06 0 0 24.6 25 Q
CRY ROOM 76
GASKET p 0 14.0 15
0 0 0 0 0 0 0 _, o 0 0 o a o o a o 0 0 234 0 5.00 0.06
VESTIBULE
T �- SUPPLY TUBE
iLARM 0 p 306.4 300 Q
ATION50 5.00 0.06
S PER ELECTRICAL CONNECTION MEETING ROOM 09 940
q HOLE FOR 3/4 5 0.06 0
CE DUCT DETECTOR AHU-3 OFFICE 010 0 13.0 20
CONDUIT (BOTH SIDES) 133 1
- 0
MOD # SIGA-SD p p 0 150 150 0.0
ZEMOTE ALARM TEST STAFF RESTROOM 137
TION MOD # SD TRK
EQUAL) "4"� SUPPLY DUCT
400 400 1566.1 1670.0
_ 5040 259
1 SMOKE DUCT aDT EQUIRE
D FSUPPLOR UNITS.
Y WITH
2,000 CM
DUCT SEE RFLOORTER.
TOTAL
LOCATE SMOKE DUC
TOTAL EXHAUST RATE REQUIRED 400
PLAN FOR EXACT LOCATION.
2. PROVIDE ACCESS PANEL FOR DETECTOR INSPECTION SYSTEM' IN ACCORDANCE WITH
3. CONNECTDUCT DETECT uR TO BUILDINGS NOTES:
FBC-M 606.4.1 TOTAL EXHAUST RATE PROVIDED 400
1) OCCUPANT DENSITIES &VENTILATION RATES ARE BASED ON TABLE 403.3 OF THE 2010 FLORIDA
MECHANICAL CODE
2) ACTUAL OCCUPANCY IS BASED ON EITHER SEATING ARRANGEMENT OR INFORMATION PROVIDED BY TOTAL OUTSIDE AIR RATE REQUIRED 1566.1
SMOKE DUCT DLI ECTORNOi TO SCALE OWNER AND OR ARCHITECT
TOTAL OUTSIDE AIR RATE PROVIDED 1670
MOUNTING DETAIL TOTAL AIR SUPPLIED 6,800
GROUND MouTEo CONDENSING UNIT % OUTSIDE AIR TO SUPPLY AIR 24.6
SECURING REQUIRMENTS (FMC 301.12)
BUILDING PRESSURIZATION (with all exhaust systems 0.19
LOCATED ON 4 THICK PADS NO- OF SCREWS CONDENSING UNIT HEIGHT on)
PER SIDE
FLOOD PLANE, CONTRACTOR 1 0" -1r'
-GUIRED ELEVATIONS WITH 2 12" - 24
FICIAL. 24" - 36"
3 AIR COND1110NING' DATA
ENGINEER GREATER THAN 36"
SPECIFIED OR MORE THAN 5 TON FAN E.S P IN ELECTRIC SUCTION & LIQUID
W (� CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL O/A WATER HEAT LINES
COMPLIES VV t v 01 SCREWS ARE TO BE #10 AND IN COMPLIANCE WITH
ALL SUB -SECTIONS OF FMC 301.12 QTY. UNIT N0. MFG MODEL N0: MODEL NO 39,306
BY MANUFACTURER Q
TWE090E1 1 51,950 49,400 14 2,400. 675 0.40 - BTU/H
1 AHU-1 TRANE 4TTR4042 (2) _
DISCONNECT OR CIRCUIT 2 CU-1A,1B 39,306 BY MANUFACTURER
_ BREAKER LOCATION: BY 2,400 675 0.40
)OWN.
1 AHU-2 4TTR4042 (2) TWE09OE1 51,950 49,400 14 BTU/H
-1 �2„ WIDE � -11 ELECTRICAL CONTRACTOR. 2 CU-2A,2B TRANE
RAPS I N TEM6A060 55,200 45,800 14 2,000 320 0.40 BT,800 BY MANUFACTURER u"
BASE L -)J 1 AHU-3 4TTR4060L
TRANE
I CU -3 6
CONTROL WIRING:
I I APPROVED FOR OUTDOOR USE, 6
is II I WITH NYLON "WIRE -TIES"
(1[ it Ili i4; i - �_
A/C EQUIPMENT NOTES: REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO 5; MECHANICAL CONTRACTOR TO COORDINATE TOTAL LENGTH LINES. TO PROVIDE LONG LINE
I ):`)�� REFRIGERANT PIPING: 1) VERIFY ALL A/C ELECTRICAL REQUIR APPLICATION WHERE REQUIRED.
J 6) PROVIDE SMOKE DUCT DETECTORS WITHIN 5'-0" OF THE AHU-1 &AHU-2.
II( INSTALLATION.
2) PROVIDE R -410A REFRIGERANT 1
PROVIDE MOTORIZED VOLUME DAMPER FOR ALL AHU SYSTEMS W�
I HEAT C''IL WITH FULLY MODULATING FACE AND BYPASS
t r crON!yLC I S A.- AHU-3. r ti,.HU 1, AHU-2 (U HAVE HOT GAS R� (� Z
---- -�SERVICE VA L�ES: EXTERNAL _; ��_ UL_ _DISC �/ W
--� �
4) PROVIDE 7 DAY DIGITAL PROGRAMMABLE T -STAT WITH NIGHT M, _, UNITS _ Q
TO UNIT a �j Int s i 0 HAVE i OUN T ED DDC CONTROLLER. HOT GAS BYPASS IS NOT ACCEPTABLE.
ELECTRICAL DATA
AIR HANDLER UNIT r
VIBRATION ISOLATION PADS: 3/8" OFM IFM ELECTRIC CONDENSING UNIT W W O
NCRETE S EDGE COMPRESSOR Q
INTO EQUIPMENT SUPPORT :)AD: THICK, RIBBED, NEOPRENE HEAT MIN. CAPACITY MAX FUSE MIN. CAPACITY MAX FUSE M Z �
NT PAD BY GENERAL CONTRACTOR UNIT NO. V/P/Hz QTY FLA LRA QTY FLA HP FLA LL1Cj
26 45 (2) 68 70 M� Q
W
.AHU -1 240/1/60 1 1 19.9 109
1 1 15 6.2 11.5 kW � N m
Q j� %� n' n' (► J�
DENSER MOUNTING -DETAIL NOT TO SCALE CU -1 26 45 (2) 68 70
cON AHU-2 19 9 109 1 1 1 5 6.2 11.5 kW
240/1/60 1- DRAWING TITLE
CU -2_ 60 59 60
AHU-3 240/1/60 1 26.8 134 1
1 1 7 9.6 kW 35
CU -3
I ANALYSIS: UP TO 5 TON -CU MOUNTING
.C. 2010
k.S.C.E. 7-10
'4"L x 36"W x 36"H) K7 0-85 EXPOSURE C (TABLE ;9 3-1)
IT: 275 MAX K� 4t 5 (TABLE 26.6-1) AIR TERMINAL SCHEDULE (TITUS)
TED ON 4" CONCRETE PADS ._� (SECTION 26.8 2)
=D = 175 mph @ 3 sec DESCRIPTION
6xKZXKdxKZtxV2 - 56.7 psf ACCESSORIES MANUFACTURE MODEL
SERVICE SYSTEM' LOCATION 15" x 15"
TIONS; TITUS MODEL NO: TDC-AA 4 -WAY
To NT) = (44) x (36) / (144) = 110 s tt- CU SUPPLY CEILING O.B.D.
SIDE) = (44) x (36) / (144) = 11.0 sc.
; A 12" x 12"
Cf) xArea (EQ. 29.5-2) O.B.D. TITUS MODEL NO: TDC-AA 4 -WAY
44" B SUPPLY CEILING
D FOR BLDGS. W/ h<=60 SIDE 16" x 16"
x (1.9) x (11.0) = 1,186 lbs. FRO. T O.B.D.TITUS MODEL NO 350FL 2 4 -WAY
7`- FRESH AIR CEILING
x (1.9) x (11 O) 1,186 lbs. C 6" x 6" SEAL
TITUS MODEL NO: TDC-AA 4 -WAY ��`° -14tj
SUPPLY CEILING O.B.D. hr
36" 36" D 2 MODEL NO. 350FL 10" x 10"
EXHAUST
CEILING O.B.D. TITUS q
E
RETURN CEILING 0 B D
TITUS MODEL NO: 350FL SEE PLANS FOR SIZE
.1AX. UPLIFT _. RAor
M =ORCE = 72�
� f r
�.. AIR TERMINAL NOTES:.
HOLDING C ' ARD FINISH TO BE WHITE FOR ALL DEVICES.
NO. OF STS P,S HO 1) STAND'`
zUGE GALV. STRAP: �, e
USING ;1/2" WIDE .2 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. "1" g
STRAP STRENGTH - �,
- 32) (24,000)- 1,152 tbs.
ALL WORK 1N ' I RMIT LLCONI REVISED
36„
REQ. S.=APS/ SIDE = f (1,152)= 0.7 straps
MINIMI::�OF `l2) STRA, � ..:�E NOTE:.
010 FBC ENERGY CONSERVATION CH. 5, SECTION CI OF BUILDING I BLDG. DEPT. 04/25/13
REQUIP:D PER SIDE �I Q BEACH � s
36) x (22) / (12) - 2,175 tbs. I t- PER 2 -
3, = FORCE 1: 503.2.5.4: PROVIDE MOTORIZED SHUTOFF CONTROL COMMENTS
LIFT F DAMPERS ON ALL OUTSIDE AIR INTAKES.
'S) x (12) / (3 6) - 725 tbs. NO: OF BOLTS 01 -DING STR DATE j � COORDINATION 05/29/13
_USING 1/� HILTI KWIK B J ANCHOR EMBEDDED s
2" IN CONC3ETE PAD W} _DING CAPACITY @ 595tbs OWNER 05/06/14
REQ. BOL.7S = (725) / (5 .: - ` 3 BOTS 4 CHANGES/BDC.
OWNER 09/16/15
NO of SORE LRF -4S HOLDINGS=. PS REVISION SET: 09/16/15 0 CHANGES/BDC.
USING # <1 TEK SCREW EVI °a 2 io -
(1a 450 tti. HOLDING CA TY PERMIT SET: 12/21/
2 g RECORD SET D4/25/16
� Mz �4.. REG, SCz-EWS = (725) 1.48 screws
BEACH- . ISSUE DATE
12-21-12
MIN,!IUM OF (2) TEK
SCP -'WS TO SECURE
TH TOP OF THE S
36" & (�-.adIMUM OF (2) H,
O N S_G L T I N=G PROJECT NO. DHGA DESIGN
KW; -.BOLTS TO HO u - - 2014-0053
u < x (22) / (12) = 2;175 lbs. -fit. 1 640 N.W. BOCA RATAN WIWLv .-
_- FORCE 2 BOTTOM of THE S P��, NO CHANGES SHALL BE MADE TO THESE PLANS --
G I F BOCA RATON, FL 33435
,115; x (12) / (361- 725 tbs. WITHOUT PRIOR APPROVAL FROM THE ENGINEER TEL: c5611 391 e2gz FAX: c561 391 sBeB SHEET NO. .
CERTIFICATE OF AUTHORIZATION NO, 261 07
Of RECORD. Al CHANGES SHALL BE SUBMITTED URSULA IAFRATE, P.�. LI.0,tNSE
EOR REVIEW PRIOR TO INSTALLATION. STEPHEN F. ROLL}NY, ,'RE LICEN� _8642a -
DONALD H. AUSTIN,-•, TSE LICxN!iE_#!^0651 _. ��.
NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. E-MAIL: INFO@FAECCNSULTING.CCrM