CC-15-2177 (3) RRMM
ARCHITECTS
john B bladdus,Ir September 25, 2015
Benjamin S Motley
hlathc�c I I Aston
Nevin'1'Ball
R„pert S Bet, Ismael Naranjo
Donna``lali°tt Building Official
amu G Garcia
�cffr"C A I tarns 10050 N.E. 2nd Avenue
Duane nl 1 larger
Dan II IGckok,Jr Miami Shores, FL 33138
Dinna F Nlayno
Nevin ni Setmour
Michael 1,Smith
Leigh A Barker Re: Dollar Tree—Miami Shores, FL
Randell E Brauner
P Lynn Carter
Kevin A Deck
Joseph C Freeman
Christopher T Gossett Dear Mr. Naranjo,
H Joseph Hoffman,IV
Da6d RJones,Jr
Janet P Kramer
Phillip B Meadows We have received your code comments for the above listed project. Our
Lonnie J Rightmier
Loo A Sherwood response is as follows:
Lam'R Simerson
Jason F Stumiolo
Charles R Sweitzet Comment 1: Provide a copy of the executed contract between
Jason C Wilson
Craig S Yarborough owner, contractor and subcontractor.
Response: Please see attached documentation.
Comment 2: Do not delegate design or code requirements to the
contractor. The design professional should visit the
site and should provide details and specifications
for the project.
Response: All notes associated with delegation of design
and code requirements to the contractor
removed from drawings/revised.
Comment 3: Fire extinguishers should con ply with section 307.3
Post-Mounted Objects. Free- ,tanding objects
mounted on posts or pylons shall overhang
circulation paths 12 inche< (305 mm) maximum
when located 27 inches (',85 mm)minimum and 80
inches (2030 mm) maximum above the finish floor
or ground. Where a sif a or other obstruction is
mounted betwee,i po-is or pylons and the clear
distance betweei the posts or pylons is greater than
12 inches (305 n m), the lowest edge of such sign or
obstruction s),all be 27 inches (685 mm) maximum
or 80 inches ;2030 mm) minimum above the finish
floor or groun('.
Response: Will comply
1317 E\ECUTIVF. BoUI.EVARD,SurrE ton, CHHSAPEAKF.,VIRGIN % 23320'r: 757.622.2828 F: 757.622.2430
RRNINI.COM
Comment 4: Provide interior finish schedule as required under
section 8-10 of the Miami Dade County code, also
provide smoke index and flame spread of materials.
Response: All finish materials meet Flame Spread & Smoke
Development rating Class C (or Class 3). Refer
to General Note#3 on sheet CS1.
Refer to table on sheet Al for schedule sheet
locations as required under section 8-10 of the
Miami Dade County code.
We trust that this letter will provide adequate responses to your comments.
Please do not hesitate to call if any additional information is required.
Sincerely,
Toyptress,
TE S, PC
A
Jr., Project Manager
CC Charles Gomez—Dollar Tree(Construction PM)
Kenny King—Dollar Tree (Architectural PM)
CAM Construction Services, Inc. (General Contractor)
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1317 Exm u'rtvF. BouLFIVARD,SUM200,CHESAPEAKE,VIRGINIA 23320 T: 757.622.2828 F: 757.622.2430
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Dollar Tree Stores, Inc.
Shores Square— Deal#9249
Miami Shores, FL
Revision 2—September 8, 2015
Revisions to Drawings:
MP-1: Revised HVAC Plan per architectural changes
MP-2: No change
MP-3: No change
E-1: Revised Power Plan per architectural changes
E-2: Revised Lighting Plan per architectural changes
E-3: Revised storefront receptacle circuit load in panel schedules
E-4: No change
End of Revision
N
RRMM
ARCHITECTS
John B.Nladdu.,ir. September 8, 2015
Benjamin S Motic}
Kevin'1'Ball
Donna A Elliott
,aimc G Garcia Carlos Rodriguez
Duane NI Harver Miami-Dade County Permitting and Inspection Center
Dan I I I Iickok J r
Charles R Krummell 11805 SW 26'x' St.
Dinna I'Magno
Stcccn W Sundettnan Miami, FL. 33175
David V Cederquist
SeniorAdrreor Re: DOLLAR TREE AT SHORES SQUARE—MIAMI SHORES,FL
Leigh A Barker ADDRESS: 9055 BISCAYNE BLVD.
Robert S Betz
Randell E Brauner DEAL#9249 PROJECT NUMBER: 15169-48
Tina M Carr
P Lynn Carter
Kevin A Deck
Joseph C Freeman Dear Carlos Rodriguez:
Jeffrey A hams
David R.Jones Jr
Phillip B.Meadows Regarding the review comments dated August 14,2015 on the above-referenced
Lonnie J Rightmier
Kevin M Seymour project, we offer the following responses:
Lori A Sherwood
Larry R Simerson
Michael L Smith
Charles R Sweitzer
Comment 3: SUBMIT PLANS OF PREVIOUSLY PERMITTED OCCUPANCY
TO ASCERTAIN PERMITTED EGRESS PATTERN AND LIFE
SAFETY COMPONENTS
Response: Please see plan attachment showing prior space layout
of previous Tenant.
Comment 5: THE PLANS SHOW THE SPACE IS PROVIDED 2 EXITS, BUT
THEY ARE ONLY ABOUT 62FT APART,WHERE AN APPROX.
164FT DIAGONAL SERVED MANDATES SEPARATION OF
APPROX. 82FT FOR AN UNSPRINKLERED BUILDING.
Response: Plans have been modified to show emergency egress
from the Sales Area to be routed through the existing
single storefront door on the left side of the space. All
associated plans and details have been adjusted.
129 WEST VIRGINIA BEACH BOULEVARD,NORFOLK,VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
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oI'
RRMM
ARCHITECTS
john B.Maddus,Jr. We trust that this letter will provide adequate responses to your comments. Please
Benjamin S Motley
Ke,-in'r Ball do not hesitate to call if any additional information is required.
Donna A Rlliott
Jaime G Garcia
1)uanc M I lar-er
,an
I I I lickok Jr
Charles R Krummcll Sincerely
Dinna F Malmo
Stcvm AC Sunderman
David V Cederyuist RRMM Architects
SeniorAAiiror
Leigh A Barker
Robert Sra
B
Randell E Bruner
Tina M Carr
P Lynn Carter
Kevin A Deck
Joseph C Freeman ypress, Jr., Project Manager
Jeffrey A Harris
David R.Jones Jr
Phillip B.Meadows CC Charles Gomez—Dollar Tree(Construction PM)
Lonnie J Rightmier
Kevin M Seymour Cam Construction Services, Inc. (General Contractor)
Lori A Sherwood
Larry R Simetson
Michael L.Smith
Charles R Sweitzer
129 WEST VIRGINIA BEACH BOULEVARD,NORFOLK,VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
WWXX'.RRMM.COM
a
RRMM
4RCNITECTS
1h,,li fvhidd—,1, September 8, 2015
Rcnlamm"Mod,,
math", 11 \xtnn
Revision#2 (Fire Code Comments— Shore Square—Miami Shore FL
Deal#9249
gnu-I,h t.Freeman
Immo( G:arcia
�cthc, \ Isrrn
\I The revision to the drawings and specifications for the above captioned project
I Ma}n" supersedes all contrary and/or conflicting information on said plans and
\hchacl L SmInithch` specifications, J which are hereby/amended as follows:
Y
Ashton N Banks Revisions to the drawings:
Leigh A Barker
Brian E B
Bill Boyce 1. Sheets CS 1 —Revision No 2:
Benson
Randell E Braune` - Removed New Work Notes pertaining to new storefront glazing and
Byron C Bueno
John T H Dorlini storefront door.
Christopher T Gossett
Dan A Harshbarger - Updated Index of Drawings revision markers
Henry)Hoffman,IV
David R J ones,J r
Phillip B Meadows
Katie A O'Neal 2. Sheets D1 —Revision No 2:
Lori A Sherwood - Removed Demo Notes 13 & 15
Larry R Simerson
Jason F Stumielo - Revised Demo Note 14
Jason C Wilson
Craig S Yarborough - Revised plans eliminating new storefront egress door.
3. Sheets Al —Revision No 2:
- Revised plans eliminating new storefront egress door.
- Add Hallway for egress at front left of space.
- Revised electrical wall in office.
- Add Wall Construction Type 13.
- Adjusted notes and callouts.
4. Sheets Al.1 —Revision No 2:
- Revise Fixture Plan/Egress Plan layout
- Update Elevation `A'
5. Sheets A1.2—Revision No 2:
- Updated Enlarged Employee Area and Office Plan per revised plans.
- Update Office Elevation `A'
- Update/Eliminate/Add notes
6. Sheets A1.3 —Revision No 2:
No changes to this sheet.
7. Sheets A2—Revision No 2:
- Updated Reflected Ceiling Plan
1317 Executive Blvd Suite 200 Chesapeake,VA 23320-3859 '1': 757.622.2828 F: 757.622.2430
WWXr'.RRNINLCOnI
RRMM
ARCHITECT'S
i,,hn It Mhdd—,), 8. Sheets A3—Revision No 2:
Rinl.unut�.Ahtfc,
Update Exterior Elevation `A' and Interior Elevations `B' & `C'.
Eliminate/Add notes.
I) nna A I.Ihrr
Ith t.I roman
at,n, (,<,arcia 9. Sheets A4—Revision No 2:
Icll- \I Lrru
I)u—,\1 I ht„ - Removed Wall Section `3'.
Removed door sill detail `6'
- Revised Finish Schedule to show additional Hallway. Schedule
,Lchacl I.�mnh
Ashton N Banks updated to show Hallway#1 &Hallway#2.
Leigh A Barker - Updated Finish Note 12.
Brian yce Bonscm
Bill Bo - Updated Door Schedule to show Door 501 as existing and updated
l E Branner
Byron associated notes.
Byron C Bueno
John T H Dorlini - Removed Door Note 12.
Christopher T Gossett
Dan A Harshbarger
Henry J Hoffman,IV
DavidRJones,Jr 10. Sheets S1—Revision No 2:
Phillip B Meadows - Revised plans eliminating new storefront egress door.
Katie A O'Neal 1� g gr
Lori A Sherwood - Deleted associated door details and notes
Larry R Simerson
Jason F Stumiolo
Jason C Wilson
Craig S Yarborough 11. Sheets W1 —Revision No 2:
- Revised plans eliminating new storefront egress door.
- Updated Backgrounds
12. Sheets MP2—Revision No 2:
- No changes to this sheet
13. Sheets MP3 —Revision No 2:
- No changes to this sheet
14. Sheets E1 —Revision No 2:
Updated Base plan
15. Sheets E2—Revision No 2:
Updated Base plan
16. Sheets E3 —Revision No 2:
- No changes to this sheet
17. Sheets E4—Revision No 2:
No changes to this sheet
18. Sheets DSI —DS2—Revision No 2:
- No changes to this sheet
1317 Executive Blvd Suite 200 Chesapeake,VA 23320-3859 T: 757.622.2828 F: 757.622.2430
IX'WW.RRMNI.CONi
RRMM
AFICHIYECYS
hn B Mind",,I,.
licnlamm�VIniac,
19. Sheets EM1 —EM4—Revision No 2:
- No changes to this sheet
I �cph��Lsman
faun,c 6A c"I
I�Ili" A I lawn,
C,:1- Al I h,wr
I"knL..,r END OF REVISION
Uuura I-iA(a�nn
I�crm iAI Sccmn„r
,Alich.,d I,.tim„h
Ashton N Banks "CC” Charles Gomez—Dollar Tree(Construction PM)
Leigh A Barker Kenny King—Dollar Tree(Architectural PM)
Brian E Bonson
Biu Boyce Cam Construction Services, Inc. (General Contractor)
Randell E Brauner
Byron C Bueno
John T I I Dorlini
Christopher T Gossett
Dan A Harshbarger
HenryJ Hoffman,IV
David R)ones,J r
Phillip B Meadows
Katie A O'Neal
Lori A Sherwood
Larry R Simerson
Jason F Stumiolo
Jason C Wilson
Craig S Yarborough
1317 Executive Blvd Suite 200 Chesapeake,VA 23320-3859 T: 757.622.2828 F: 757.622.2430
WW\C'.RRMM.COM
AL
RRMM
awcMirecrs
August 25, 2015
Revision#1 (Fire Code Comments— Shore Square— Miami Shore, FL
Deal#9249
The revision to the drawings and specifications for the above captioned project
supersedes all contrary and/or conflicting information on said plans and
specifications, which are hereby amended as follows:
Revisions to the drawings:
.\shorn N Ranks
Foy,h A Barker
Rnan I'Rnmsnn
,;;,I Rora.� 1. Sheets CS 1—
Revision No 1:
Randell P.Rmuner — Updated Building Code Summary.
Rt'rnn f;Rueno
Iohn T I I Dorltn,
Chn,t,,pher T Gossett
Dan A IlanhbatWr 2. Sheets D1— Revision No 1:
'Ico,nd i R Iomnes,�r —
I cma IV
arRevised location of demolition for egress door at storefront.
D
Phillip B Ntmd,nvs
Katie \()'Neal
hm A Shem,,,,d 3. Sheets Al—Revision No 1:
lrr I2 Stmers,m
jas,m I�srumna„ - Revise Stockroom wall to be 1 HR Fire Rated construction.
I:unn C\\ikon
Revised Wall Construction Type 6.
Revise location of single egress door at storefront.
- Revised sliding auto door note.
Added callout for detail at stockroom column.
4. Sheets Al.1— Revision No 1:
Added diagonal dimension and egress door separation distances to
Fixture Egress Plan.
5. Sheets A1.2— Revision No 1:
- Updated Enlarged Employee Area An(1 Office Plan base plan.
6. Sheets A1.3— Revision No 1:
No changes to this sheet
7. Sheets A2— Revision No 1:
- Show relocation of exit light at single egress door.
- Added fire rated column detail (2 A2)
8. Sheets A3— Revision No 1:
- Revised location of single egress door at storefront.-
- - Revised existing sliding auto do )r note.
1317 I(seeutiee Bled Suite 21111 Clicsal,cakr VA'3321 3859 I': 757.622.2828 1''' 757.622.24311 �---
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RRMM
ARCHITECTS
9. Sheets A4— Revision No 1:
- Revised Wall Sections 3/A4 &4/A4.
- Updated Door Schedule (Door#200) to show fire rating
- Added Door Note# 13.
- Revised Door Hardware note for door#200
10. Sheets SI— Revision No 1:
- Updated base plan.
A.hton N Banks
L.gli,\Barker 11. Sheets MP 1—Revision No 1:
limn I{Rom��n
BIILliorcc - Updated base plan.
I(an lei]1.Brauncr - Revised HVAC plan to show fire dampers at wall separating
lit'run C Burne
J,;hn I'I I Dori ni Stockroom area.
f:hnstnphcr I(;i ctt 3
Dan \I larshbargcr
I I",it,d i I onc,,Ir 1\ 12. Sheets MP2— Revision No 1:
Da��d R loots,lr
''h''I'p B Mead' - Added Vertical Fire Damp Detail
Banc \O Ncal
Lon:A Shcrn-ood
Iam K Sttnv a n
lz,,,n MUMI"I„ 13. Sheets MP3—Revision No 1:
('r;;g ";`,�;;;;° ,ugh - No changes to this sheet.
14. Sheets E I— Revision No 1:
- Revise location of single egress door.
15. Sheets E2— Revision No 1:
Revise location of exit light and exterior emergency lighting unit.
16. Sheets E3— Revision No 1:
- No changes to this sheet.
17. Sheets E4— Revision No 1:
- No changes to this sheet.
END OF REVISION
_ "CC" Charles Gomez— Dollar Tree(Construction PM)
Kenny King— Dollar Tree (Architectural PM)
1317 Fxccutnc Bhd Suit,2110 Chcsapcakc,V V 2i 320-3859 '1': 757.622.2838 1': 757.622.24111
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RRMM
ARCHITECTS
J,)hn B.Rladdur,Jr. August 24, 2015
Benjamin S Motley
Kevin T Rall
D—na A F.Iliwr
Jaime G Garcia Carlos Rodriguez
t)an II Ilckoh�r Ilatver
)an IGMiami-Dade County Permitting and Inspection Center
•
ChArles R Krur.unell 11805 SW 26th St.
D1nTla F Magor,
Steven W Sundennan Miami, FL. 33175
David V Cederquist
SeamrAdvisor Re: DOLLAR TREE AT SHORES SQUARE—MIAMI SHORES,FL
Leigh A Barker ADDRESS: 9055 BISCAYNE BLVD.
Robert S Bea
Randell E Brauner DEAL#9249 PROJECT NUMBER: 15169-48
Tina M Carr
P Lynn Carter
Kevin
A Deck
Joseph C Freeman Dear Carlos Rodriguez:
osep
Jeffrey A Harris
David R.Jones Jr
Phillip B.Meadows Regarding the review comments dated August 14, 2015 on the above-referenced
Ik nnie J Rightmier
Kc%7n M Seymour project,we offer the following responses:
Lori A Sherwotxi
Larry R Simerson
Michaei L.Smith Comment 1: IDENTIFY CLASS OF REHABILITATION, PER CHAPTER 43.
Charles R Sweitzer
Response: CATEGORY OF REHABILITATION WORK FOR
THIS PROJECT IS CLASSIFIED AS A
"MODIFICATION" PER CHAPTER 43.
Comment 2: IS THE WORK PROPOSED IN VACANT OR OCCUPIED
BUILDING? CONFIRM VACANT,AS ASSUMED FOR REVIEW.
Response: THE PROPOSED WORK IS WITHIN A VACANT
SPACE.
Comment 3: SUBMIT PLANS OF PREVIOUSLY PERMITTED OCCUPANCY
TO ASCERTAIN PERMITTED EGRESS PATTERN AND LIFE
SAFETY COMPONENTS
Response: THERE ARE NO RECORDS OF PRIOR USE PLANS.
THE FLOOR PLAN AND LIFE SAFETY PLAN
MEET CURRENT CODE STANDARDS NFPA 2012
REQUIREMENTS.
Comment 4: PLANS INDICATE THE SPACE IS NOT EQUIPPED WITH FIRE
SPRINKLER, BUT SILENT ON FIRE ALARM SYSTEM. IF NOT,
SO STATE ON PLANS. IF SO, SUBMIT SCHEMATIC PLAN OF
FA SYSTEM. 36.3.5.1(2) REQUIRES FP WHEN OVER
12,000SF GROSS AREA, 37.3.5.1(1)REQUIRES IT WHEN
OVER 15,000SF. FA SYSTEM IS NOT REQUIRED IN CLASS B
MERCANTILE OCCUPANCY, PER 36.3.4.1.
129 WEs'T VIRGINIA BEACH BOULEVARD,NORFOLK, VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
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r •
RRMM
ARCHITECT'S
John B.Aladd—,Jr. Response: SPACE IS NOT EQUIPPED WITH FIRE ALARM
Benjamin S Motley
Ke ,n T Rall SYSTEM NOR IS ONE INTENDED TO BE
fine Af""G Garciaia INSTALLED WITHIN THE SPACE. CSI CODE
- ]crime
Duane M I larver SUMMARY UPDATED.
Dan I1 Hickok Ir
Charles R Krummell
Di—a F Nfag—
Stcven W Sun&nnan Comment 5: THE PLANS SHOW THE SPACE IS PROVIDED 2 EXITS, BUT
David V Cederyuist THEY ARE ONLY ABOUT 62FT APART,WHERE AN APPROX.
SeniorAdeimr 164FT DIAGONAL SERVED MANDATES SEPARATION OF
Jsigh n Barker
APPROX. 82FT FOR AN UNSPRINKLERED BUILDING.
Robert S Ben
I'm
a MCarr
E rauner
' Response: PLANS HAVE BEEN REVISED SHOWING EGRESS
l"ina
M
P Lynn Carter
Kevin A Deck LOCATIONS TO MEET SEPARATION DISTANCE
Joseph C Freeman AS REQUIRED FOR AN UNSPRINKLERED
Jeffrey A Harris
David R.Jones Jr BUILDING. PLEASE REFER TO FLOOR PLAN
Phillip E.Meadows
].cmnie J Rightmier SHEET Al AND FIXTURE/EGRESS PLAN ON
Kevin M Seymour SHEET Al.l.
Lori A Sherwood
Larry R Simerson
Michael L.Smith
Charles RSweirzer Comment 6: PLANS DO NOT CALL FOR FIRE SEPARATION BETWEEN
THE RETAIL AREA AND THE STORAGE AREA. 36/37.2.1.2
EXEMPTS SEPARATION ENCLOSURE PER 8.7.1.2,WHEN
PROTECTED PER 9.7.1.1(1)OR 9.7.1.2 (FIRE
SPRINKLERED), BUT THE SUBJECT SPACE IS NOT.
6.1.14.1.4(3) DOES NOT REQUIRE SEPARATION BETWEEN
THE 2 WHEN THE STORAGE IS ACCESSORY TO THE
MERCANTILE OCCUPANCY AND WHICH, IN AGGREGATE,
IS LESS THAN 10% OF THE PREDOMINANT USE AREA, BUT
THIS IS NOT.ACCORDINGLY, IF UNSPRINKLERED, 8.7.1.1
(1)REQUIRES 1HR FIRE SEPARATION BETWEEN STORAGE
AND RETAIL SPACES.ASSURE THAT OPENINGS ARE
PROVIDED WITH MATCHING PROTECTIVES, INCLUDING
AUTO CLOSING DOORS.
Response: PLANS REVISED TO SHOW I HR SEPARATION AT
SALES AREA/STOCKROOM,
STOCKROOM/TOILET & STOCKROOM/OFFICE
WALL.REFER TO WALL CONSTRUCTION TYPE
6 ON SHEET Al.
Comment 7: ARE THE SLIDING DOORS AT THE FRONT ENTRANCE
BREAK-AWAY TYPE?
Response: THE EXISTING SLIDING DOORS AT THE FRONT
ENTRANCE ARE FULL BREAK-AWAY.NOTE
ADDED TO SHEET Al &A3.
129 WEST VIRGINIA BEACH BOULEVARD,NORFOLK, VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
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i
RRMM
ARCMITMCTS
john B.Maddux,Jr. Comment 8: REFLECT REQUIRED FR AT DOOR SCHEDULE, AND
Benjamin S Nlotic�
Kcvw'I'Ball WHERE INDICATED REQUIRED,
D,,—,i,\1:11,wt i PROVIDE FOR SELF- CLOSING DEVICE.
Jaime G Garua
Du:me NI I laver
Dan I i I Iickok Jr
Charles R Kmmmell Response: DOOR SCHEDULE HAS BEEN UPDATED
Diana I'Mag— REFLECT REQUIRED FIRE RATINGS AND
Stevcn W Sundcnnan
REQURIED HARDWARE. REFER TO SHEET A4.
David V Cederyuist
.Senior Adaiver
Leigh ABarker Comment 9: INDICATE INTERIOR FINISH CLASS, PER 10.2.
Robert S Betz
Randell E Branner
Tina M Carr Response: INTERIOR FINISHES ARE CLASSIFIED UNDER
nyA�KnDCLASS 3. REFER TO GENERAL NOTES 3 ON
Joseph.C Freeman SHEET CSl.
Jeffrey A Harris
David R Jones jr
Phillip B.Meadows
LonnieJRightmier Comment 10: LIGHTING PLANS SHALL INCLUDE PROVISIONS FOR
Seymour
Lori A Sherwood CONDITIONS ESTABLISHED IN LIGHTING PLANS SHALL
Lor
Larry,RSimerson INCLUDE PROVISIONS FOR CONDITIONS ESTABLISHED IN
Michael Smith
CartRCharles R Sweirier 7.8.1.2.2,WHEN LIGHTING IS CONTROLLED BY
Charl
OCCUPANCY SENSOR. OTHERWISE, EMERGENCY
LIGHTING IS COMPLIANT, AS PROPOSED.
Response: THE RESTROOMS ARE THE ONLY AREAS WITH
OCCUPANCY SENSORS. THESE OCCUPANCY
SENSORS ARE CONFIGURED FOR A 15-MINUTE
DELAY TO TURN OFF THE LIGHTS AFTER NO
LONGER SENSING OCCUPANCY AND THESE
LIGHTS WILL AUTOMATICALLY OPERATE ON
LOSS OF POWER.
Comment 11: CONFIRM FLOO R TRANSITIONS COMPLY WITH 7.1.6.2,AT
?n MAX.
Response: FLOOR TRA vSITIONS COMPLY WITH NFPA
7.1.6.2
Comment 12: SUBMIT WRIT, EN RESPONSE TO PLAN REVIEW
COMMENTS, CLARIFYING CONDITIONS,AND INDICATING
WHERE IN THE PLANS THE RESPONSES MAY BE FOUND.
MEETING WITH PLANS REVIEWER IS OFFERED TO
ASSURE FULL UNDERSTANDING AND TRANSMITTAL OF
DOCUMENTS REQUIRED FOR REVIEW AND PROCESSING,
AND IS AVAILABLE MONDAY AND THURSDAY MORNINGS
TO ASSIST IN COMPLETING REVIEW AND PROCESSING.
AN APPOINTMENT CAN BE SECURED BY CALLING
129 WEST VIRGINIA BEACH BOULEVARD,NORFOLK, VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
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RRMM
ARCHITECTS
John 13.Maddux,Jr. 786.315.2771 THE FRIDAY OR WEDNESDAY BEFORE, OR
uenlamin S Motley AT ANY TIME FOR SPECIAL REWORK MEETING.
Kean T Rall
Donna A F.Ihott
Jaime G Garcia
Duane M I larver Response: WILL COMPLY.
Dan I I I lickok Jr
Charles R Krummell
Diana F Magno
Steven W Sunderman
David V Cederyuist
.Senior Advisor
Leigh A Barker
Robert S Ben
Randeil E Brauner
'ImaMCart We trust that this letter will provide adequate responses to your comments. Please
P Lynn Carter
Kevin A Deck do not hesitate to call if any additional information is required.
Joseph C Freeman
Jeffrey A Harris
David R Jones Jr
Phillip B.Meadows
I Annie J Rightmier Sincerely
Kc%!n M Seymour
Lori A Sherwood
Larry SSenn RRMM Architects
Michael L.Smith
Charles R Sweirier
Harold Cypress, Jr., Project Manager
CC Charles Gomez—Dollar Tree (Construction PM)
Bidding Contractors
129 WEST VIRGINIA BEACH BOULEVARD,NORFOLK,VIRGINIA 23510 T: 757.622.2828 F: 757.622.2430
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r•
CLARK, GEER, LA THAM JOB 1510-25 Dollar Tree Miami Shores, FL
& ASSOCIATES, INC. SHEET NO. 1 OF 3
ENGINEER • ARCHITECT CALCULATED BY DAB DATE 7/30/2015
3901 Springhill Ave CHECKED BY DATE
Mobile,Alabama 36609 SCALE N.T.S
(251)344-7073 FAX(251)343-9179
CHECK HOLDDOWNS ON ROOF TOP UNIT
WIND LOADS: USE ASCE-7-10 CH.30 PER FLA BLDG CODE 2014
CARRIER 50HC-A06 MAKE AND MODEL OF ROOF TOP UNIT
1800 WEIGHT(LBS) NOTE:WEIGHT FROM MECHANICAL PLANS
92 LENGTH(IN)
89 WIDTH(IN)
50 HEIGHT(IN)
12 CURB HEIGHT(IN)
175 VuLT ULTIMATE WIND SPEED(MPH) FBC Figure 1609A,B,C ASCE Figure 26.5-1A,B,C
138 VASD NOMINAL WIND SPEED(MPH)
C WIND EXPOSURE
0.94 Kz VELOCITY PRESSURE COEFFICIENT Table 30.3-1
1 Kzt TOPOGRAPHIC FACTOR Sect 26.8
0.85 Kd DIRECTIONALITY FACTOR Table 26.6-1
II CATEGORY BUILDING
62.6 qz(PSF)VELOCITY PRESSURE ASCE EQ 29.3-1 =0.00256*Kz*Kzt*Kd*V2
39.6 Af(SF)PROJECTED AREA OF WIDEST FACE INCLUDING CURB=LENGTH x(HEIGHT+CURB)/144
89 D(IN) LEAST HORIZONTAL DIMENSION
62 h(IN)HEIGHT INCLUDING CURB
0.60 LOAD FACTOR FOR ASD WIND LOAD COMBINATIONS
3.1 GCr ASCE 7 SECT 29.5.1 FACTOR FOR ROOFTOP STRUCTURES
4615 F(LBS)ASCE EQ.29.5-2=0.6 x q x GCr x Af
31 h/2(IN)HEIGHT OF FORCE=h/D/2
708 R(LBS)OVERTURNING REACTION FROM SUMMING OF MOMENTS(PER SIDE OF RTU)
R=(-WXD/2+Fxh/2)/D ."•
56.9 Ar(SF)HORIZONTAL PROJECTED AREA OF UNIT • • ' '
1.5 GCr ASCE 7 SECT 29.5.1 "'
• •
0.60 LOAD FACTOR FOR ASD WIND LOAD COMBINATIONS ***see ' •
3206 (LBS) UPLIFT FORCE ASCE EQ 29.5-3=0.6 x q x GCf I&• •s o• �
1603 (LBS)UPLIFT FORCE(PER SIDE OF RTU) •••••0 "" •: s*009
•
. . ......
2310 (LBS)TOTAL UPLIFT PER SIDE DUE TO OVERTURNING AND UPLIFT=UPLIPT+OVERTUFNING :0190:
.....•
#10 SCREWS PER CURB NOA(RTU TO CURB) '••"' .': . •• •�•
•
583 (LBS)ALLOWABLE SHEAR VALUE IN 14 GA CURB(USE MFG DATA) .". : �� •
12 NUMBER OF SCREWS PROVIDED PER LONG SIDE ' •
6996 ""
(LBS) UPLIFT RESISTANCE PER SIDE OF RTU PROVIDED BY SCREWS
1/2"BOLT (CURB TO SUPPORT ANGLE)
2736 (LBS)ALLOWABLE TENSION VALUE(0.38 x Fu x Ab) (1/2"X 36KSI BOLTS)
5 NUMBER OF BOLTS PROVIDED PER LONG SIDE
13680 (LBS) UPLIFT RESISTANCE PER SIDE OF RTU PROVIDED BY BOLTS
3.0 APPROX FACTOR OF SAFETY PROVIDED BY TIEDOWN SYSTEM(OK)
1
t.
CLARK, GEER, LA THAM JOB 1510-25 Dollar Tree Miami Shores, FL
& ASSOCIATES, INC. SHEET NO. 2 OF 3
ENGINEER • ARCHITECT CALCULATED BY DAB DATE 7/30/2015
3901 Springhill Ave CHECKED BY DATE
Mobile,Alabama 36609 SCALE N.T.S
(251) 344-7073 FAX(251)343-9179
CHECK EXISTING ROOF STRUCTURE FOR NEW ROOF TOP UNIT(RTU)
ASSUMPTIONS: NOTE: NEW UNITS APPROXIMATELY 150 LBS LIGHTER THAN EXISTING
16 IN. EXISTING BAR JOIST DEPTH
4 FT. EXISTING BAR JOIST SPACING
2 NUMBER OF BAR JOISTS TIED TOGETHER WITH BRIDGING
25 FT SPAN OF BAR JOISTS
1800 LBS WEIGHT OF NEW RTU
3 NUMBER OF BAR JOISTS SUPPORTING NEW RTU
6 FT DISTANCE FROM END OF BAR JOIST TO CENTER OF NEW RTU(a)
_ DEAD LOADS
5 PSF DEAD LOAD DUE TO CEILING, PIPING&DUCTS
2 PSF DEAD LOAD DUE TO BAR JOISTS
6 PSF DEAD LOAD DUE TO ROOF DECK
1 PSF DEAD LOAD DUE TO INSULATION
4 PSF DEAD LOAD DUE TO ROOF COVERING
18 PSF TOTAL DEAD LOAD
LIVE LOADS
30 PSF LIVE LOAD
200 SQ FT TRIBUTARY AREA CONSIDERED
1 REDUCED LIVE LOAD FACTOR ALLOWED(IBC 1607.11.2, FBC 1607.11.2)
30.0 PSF REDUCED LIVE LOAD
0 PSF SNOW LOAD •• •
.. • . 99• •
• • • 0.000
48.0 PSF TOTAL CONTROLLING LOAD COMBINATION (DEAD+LIVE)° ••••• •
192 PLF EXISTING LOAD ON BAR JOIST(w) go
••
2400 LBS EXISTING REACTION AT BAR JOIST END • • • '
900049 .... ••�•
15.0 KIP-FT EXISTING BENDING MOMENT IN BAR JOIST(wLz/8) ••••
••99••
456 LBS ADDITIONAL REACTION FROM NEW RTU (Pb/L) •
2.7 KIP-FT ADDITIONAL BENDING MOMENT FROM NEW RTU (Pab/L) ••• °• •••• •"'
. -
9
2856 LBS NEW TOTAL REACTION AT BAR JOIST END °°°• °°°° •
17.7 KIP-FT NEW MAX BENDING MOMENT IN BAR JOIST
COMPARE TO STEEL JOIST INSTITUTE DATA FOR OLDER BUILDINGS 1971 16H4
236 PLF MAX LOADING AT GIVEN SPAN
3800 LBS MAX REACTION OK
221,000 IN-LB MAX BENDING MOMENT= 18.4 KIP-FT OK
NOTE: SMALLEST H-SERIES JOIST ADEQUATE FOR LOAD
A
CLARK, GEER, LA THAM JOB 1510-25 Dollar Tree Miami Shores, FL
& ASSOCIATES, INC. SHEET NO. 3 OF 3
ENGINEER - ARCHITECT CALCULATED BY DAB DATE 7/30/2015
3901 Springhill Ave CHECKED BY DATE
Mobile, Alabama 36609 SCALE N.T.S
(251)344-7073 FAX(251)343-9179
CHECK EXISTING ROOF STRUCTURE FOR NEW ROOF TOP UNIT(RTU)
NOTE: NEW UNITS APPROXIMATELY 150 LBS LIGHTER THAN EXISTING
ASSUMPTIONS:
20 IN. EXISTING BAR JOIST DEPTH
4 FT. EXISTING BAR JOIST SPACING
2 NUMBER OF BAR JOISTS TIED TOGETHER WITH BRIDGING
33 FT SPAN OF BAR JOISTS
1800 LBS WEIGHT OF NEW RTU
3 NUMBER OF BAR JOISTS SUPPORTING NEW RTU
12 FT DISTANCE FROM END OF BAR JOIST TO CENTER OF NEW RTU (a)
DEAD LOADS
5 PSF DEAD LOAD DUE TO CEILING, PIPING&DUCTS
2 PSF DEAD LOAD DUE TO BAR JOISTS
6 PSF DEAD LOAD DUE TO ROOF DECK
1 PSF DEAD LOAD DUE TO INSULATION
4 PSF DEAD LOAD DUE TO ROOF COVERING
18 PSF TOTAL DEAD LOAD
LIVE LOADS
30 PSF LIVE LOAD
264 SQ FT TRIBUTARY AREA CONSIDERED
0.936 REDUCED LIVE LOAD FACTOR ALLOWED(IBC 1607.11.2, FBC 1607.11.2)
28.1 PSF REDUCED LIVE LOAD
0 PSF SNOW LOAD •• •
46.1 PSF TOTAL CONTROLLING LOAD COMBINATION (DEAD+LIVE)' :••••• •
184 PLF EXISTING LOAD ON BAR JOIST(w) ""� •
3041 LBS EXISTING REACTION AT BAR JOIST END •• •• •
25.1 KIP-FT EXISTING BENDING MOMENT IN BAR JOIST(wL2/8) •...
ecce •
• • eeeeee � •
ee•e • • •��• •
382 LBS ADDITIONAL REACTION FROM NEW RTU(Pb/L) e e e e e e •
4.6 KIP-FT ADDITIONAL BENDING MOMENT FROM NEW RTU (Pab/L) •••• •••• •
of . . of
. .
3423 LBS NEW TOTAL REACTION AT BAR JOIST END a•"'a ""
29.7 KIP-FT NEW MAX BENDING MOMENT IN BAR JOIST
COMPARE TO STEEL JOIST INSTITUTE DATA FOR OLDER BUILDINGS 1971 20H5
223 PLF MAX LOADING AT GIVEN SPAN
4800 LBS MAX REACTION OK
365,000 IN-LB MAX BENDING MOMENT= 30.4 KIP-FT OK
NOTE: SMALLEST H-SERIES JOIST ADEQUATE FOR LOAD
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SHIPPING DIMENSIONS
UNIT V W
As Bs Cs UNIT A B C D E F G H J T U
5071016 90-1/2 12299.01 91-1/4(2318.01 SO.0[1270.01 SOT1016 86-V212197.01 91-1/412318.01 49.01124451 83-47/64[2127.0] 87-1/412216-01 82-9/3212090.01 S-11/16[144.S1 25-13/64[640.01 3S-7/161900.01 7.0 [178.01 19-3/41R7--Sl 4-T/8[122.01 9-V4[235.01
SOTJO20 90-1/2 12299.01 91-1/4(2318.01 50.0[1270.01 507 20 86-V2 12197.01 91-V4(2318.01 49.0[124451 183-47/6412127.01 87-1/4 12216.01 82-9/3212090.01 5-1V161144.S) IS-0/64[640.0] 35-7/16[900.01 7.0 [7/8.01--F-
SOT -3/41247.51 4-1/B 1122.01 9-V4[235.01
1024 100-V2(2553.01 96.0 12440.01 50.0[1270.0] 5071024 96-VZ[24510] %.0 [2440.01 49.0[124451 88-7/1612247.01 92-3/64 12338.0] 92-V8 [2340.01 S-1V16[144.5] 29-47/64(7$5.01 35-7/161900.01 9-Z/3[245.5116-1/4 1159.51 4-7/81122.0) 9-V4 123S.01
SOTJO28 100-1/2[1553.0] 96.0 [2440.01 SO.0[1270.0] 96-V2[245101 %.0 12440.01 49.0[1241.51 88-7/1612247.01 92-3/6412338.01 92-V8 12340.01 LIV16111451 29-47/641755.01 35-1/%1900.01 9-2/31245.51 6-1/4 1759.51 4-7/81122.0119-1/4(235.01
5071032 100-V212553.01 102-23/64!2600.01 55.0 11397.01 5071032 96-V2I245101 102-23/64[2600.01 54.0(13720] 94-27/32[2409.01 98-1V32[2498.01 92-VB [2340.0] 6-5/8 (1683] 29-47/64[755.01 39-3/8(1000.0] 9-2/3(24551 10-3/8 1263.01 4-7/81122.0119-1/41235.01
A CORNER D
L 3 25/32 CORNER WEIGHTS(Kg) CENTER OF GRAVITY
CORNER C OUTDOOR OUTDOOR 19601 UNIT A
COIL SECTION B C D Total K L M
+ 5071016 180 173 180 190 723 4tO 11041.01 420 11067.01 220[559.01
_______ __ SOTJO20 191 183 200 211 786 40.0(1016.01 42.011067.011 20.01508.01
SOTJO24 203 19S 221 231 850 41-3/81105t0] 47.011194.01 18.0 1457.01
5071028 218 210 242 2S3 923 40-11/3211025.0] 47.0[1194.01 16.01406.01
r, 5071032 220 211 278 290 1000 4tO(1041.01 47.011194.01 18.0(457.01
COMPRESSOR 1 s s 3.0"
G!�{�1 J G J COMPRESSOR 2
PANEL C,;i Ui\ C�� \ PANEL NOTES:
[76.0]
1
L-� L-� 1. Dimensions in.()are in millimeters.
D E 2. Center of Gravity. 2.0"
[50.81
F- 3.b Direction of airflow. VIEW A
L_J --------- 4. Minimum clearance:
r INDOOR - Rear:7.0'-0' (2134) for coil removal.This dimension can be reduced to
BLOWER r'--- I COIL 4.0'-0" (1219) if conditions permit coil removal from the top.
ASSY. I II I I - Front: 4'-0" (1219) for control box access.
II II I I - Top: 6'-0" (1829) to assure proper condenser fan operation.
CONTROL BOX I I I I I I - Local codes or jurisdiction may prevail.
ACCEss I ___ I I I S. With the exception of clearance for the condenser coil and the damper/
L_______J power exhaust as stated in Note no.6,a removable fence or barricade
requires no clearance.
CORNER B---/ I�I CORNER A 6. Dimensions are from outside of corner post.Allow 0'-5/16" (8) on each side
v for top cover drip edge.
F
T H 33-15/32" ' D
[850.0) W 1 FILTER
ACCESS -�
U V -
COMPRESSOR
PANEL
SUA RLY Tr • ••• ••• WX FUM AM OPENING \�\
• •
• • • J• • INDOOR
J
. ... . . • COIL
vi•ORAp ��j�
M CWPECTop /j
/ I I
8-53/64". • ••• • 170
1124.21 • • •
• • • • •• • •• • VIEW A
B
so as
• • ••• • • • • •••
• • • • • • • • • •
0 0 ••• • •
Dollar Tr6e Shbres Square '
Location Miami FL
Building owner
Program user Tim Liftle
Company OLG
Comments
By OLG Engineering
Dataset name W:l 600_15 Dollar Tree1610115 DTS Shores Square(Deal
0000) -Miami, FLILoads1610115.TRC
Calculation time 07:36 AM on 08/03/2015
TRACE@ 700 version 6.3
Location Miami, Florida
Latitude 25.0 deg
Longitude 80.0 deg
Time Zone 5
Elevation 7 ft
l j Barometric pressure 29.9 in. Hg
�� Air density 0.0760 Ib/cu ft
Air specific heat 0.2444 Btu/Ib-°F
Density-specific heat product 1.1151 Btu/h•cfm-°F
Latent heat factor 4,908.6 Btu-min/h•cu ft
Enthalpy factor 4.5619 lb-min/hr-cu ft
Summer design dry bulb 91 OF
Summer design wet bulb 78 OF
Winter design dry bulb 47 OF
SVn;n plq;jmess number 0.95
;Vjip1ei:clearn4ss number 0.95
:Str"T ground reflectance 0.20
•' Winter ground reflectance 0.20
Carbon Dioxide Level 400 ppm
. De;Wn sin'3ulatiop period January-December
j•; �; CQbling Ig4d r$2thodology TETD-TAI
• • He8fing lo8d r>1Lfhodology UATD
: . . ••• . . . . ••• TRA7w
rAWE'
. . . . . . . . . .
•• •• •
4.o
• •• •• • �m•®im°
• • ••• • • • •••
s ,
System Checks(ims ,
By OLG Engineering
Sales&Stock Single Zone
COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES
Peaked at Time: Mo/Hr: 8/15 Mo/Hr:Sum of , Mo/Hr: Heating Design Cooling Heating
Outside Air: OADB/WB/HR: 91 /78/125 OADB:Peaks OADB: 47 SADB 55.0 72.8
Ra Plenum 97.2 64.2
Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 74.0 70.0
Sens.+Lat. Sens.+Lat Total Of TotalSensible Of Total' Space Sens Tot Sens Of Total Ret/OA 78.1 64.4
Btu/h Btu/h Btu/h (%); Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0
Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0
Skylite Solar 0 0 0 0; 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0
Skylite Cond 0 0 0 0' 0 0' Skylite Cond 0 0 0.00
Roof Cond 32,844 49,775 82,619 18; 32,952 12, Roof Cond -7,941 -19,768 16.99
Glass Solar 23,626 0 23,626 51 75,124 27, Glass Solar 0 0 0.00 AIRFLOWS
Glass/Door Cond 6,643 0 6,643 1 : 2,989 1 : Glass/Door Cond -9,419 -9,419 8.09 Cooling Heating
Wall Cond 1,556 -266 1,290 0 1,047 0 Wall Cond -1,969 -2,812 2.42 Diffuser 13,077 13,077
Partition/Door 0 0 0; 0 0; Partition/Door 0 0 0.00
Floor 0 0 0' 0 0' Floor 0 0 0.00 Terminal 13,077 13,077
Adjacent Floor 0 0 0 0; 0 O; Adjacent Floor 0 0 0 Main Fan 13,077 13,077
Infiltration 0 0 0' 0 0' Infiltration 0 0 0.00 Sec Fan 0 0
Sub Total=_> 64,669 49,510 114,178 24 112,113 40 Sub Total=_> -19,330 -31,999 27.50 Nom Vent 3,169 3,169
AHU Vent 3,169 3,169
Internal Loads Internal Loads Infil 0 0
Lights 52,714 0 52,714 11 52,714 19 Lights 0 0 0.00 MinStop/Rh 0 0
People 90,997 0 90,997 19; 49,708 18: People 0 0 0.00 Retum 13,077 13,077
Misc 12,500 0 12,500 31 12,500 5 Misc 0 0 0.00 Exhaust 3,169 3,169
Sub Total=_> 156,211 0 156,211 33 114,922 411 Sub Total=_> 0 0 0.00 Rm Exh 0 0
Auxiliary 0 0
Ceiling Load 74,335 -74,335 0 0; 50,086 18,Ceiling Load -18,604 0 0.00 Leakage Dwn 0 0
Ventilation Load 0 0 197,013 42� 0 0 1 Ventilation Load 0 -81,285 69.86 Leakage Ups 0 0
Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0
Dehumid.Ov Sizing 0 0; ;Ov/Undr Sizing -3,076 -3,076 2.64
Ov/Undr Sizing 0 0 0' 0 0'Exhaust Heat 0 0.00 ENGINEERING CKS
Exhaust Heat 0 0 0: ;OA Preheat Diff. 0 0.00
Sup.Fan Heat 0 01 RA Preheat Diff. 0 0.00 Cooling Heating
Ret.Fan Heat 0 0 0: ;Additional Reheat 0 0.00 %OA 24.2 24.2
Duct Heat Pkup 0 0 01 cfm/ft2 1.02 1.02
Underflr Sup Ht Pkup 0 0: ; Underflr Sup Ht Pkup 0 0.00 cfm/ton 335.74
Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft2/ton 330.45
Btu/heft' 36.31 -9.50
Grand Total=_> 295,215 -24,826 467,402 100.00' 277,120 100.00'Grand Total=_> -41,010 -116,360 100.00 No.People 196
COOLING COIL 481-CUTIpI1 % AREAS HEATING COIL SELECTION
Total Capacity Sens Cap. Coil AhCow Enter D /IMXMR• '"ave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg
ton MBh MBh OR ' 1 .°F gr/16 0 °F °F gr/Ib ft2 (%) MBh cfm °F °F
Main Clg 39.0 467.4 289.2 13,077 78.1 66.3 77.9 55.0 54.8 63.9 Floor 12,871 Main Htg -122.3 13,077 64.4 72.8
Aux Clg 0.0 0.0 0.0 0.. 0.0 .40 . 0.0 ... 060 0.0 0.0 Part 0 Aux Ht9 0.0 0 0.0 0.0
Opt Vent 0.0 0.0 0.0 ; ; 0 .:0.0 1.0: :0.0 : 0.; 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0
Total 39.0 467.4 • • • • •; •..0 0 •; ;.. Roof 0
. . Roof 12,871 0 0 Humidif 0.0 0 0.0 0.0
Wall 4,323 1,160 27 Opt Vent 0.0 0 0.0 0.0
Ext Door 0 0 0 1 1 Total -122.3
Project Name: Dollar Tree Shores Square ; •.; ; ; : :.•.: : TRACE®700 v6.3 calculated at 07:36 AM on 08/03/2015
Dataset Name: 610115.TRC • • "' ' • • Alternative-1 System Checksums Report Page 1 of 1
Florida Building Code, Fifth Edition (2014) Energy Conservation
EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 -- Form 506-2014
IECC 2012 - Total Building Performance Compliance Option
Check List
Applications for compliance with the Florida Building Code, Energy Conservation shall
include:
This Checklist
An Input report generated from the software just after completing compliance
calculations without any further changes
The full compliance report generated by the software that contains the project
summary, complaince summary, certifications and detailed component compliance
reports
Boxes appropriately checked in the Miscellanous report generated by the software at
the end of the compliance report
0000
.. 0000
**Goes •
0000..
•sG G
908000 00•000:0 •GGGso
•
• 00.
09000
:0009• 0
•9 •90• • f•000:
• 0100• G
••
•00.0• 9 0 G •
• 9 of 0
•
9 • • •eGs 099899
G 0 •
0000
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 1 of 12
PROJECT SUMMARY
Short Desc: 610115 Description: Dollar Tree-Shores Sqare
Owner:
Addressl: Shores Square City: Miami
Address2: State: FL
Zip: 0
Type: Retail Class: New Finished building
Jurisdiction: MIAMI,MIAMI-DADE COUNTY,FL(232400)
Conditioned Area: 12477 SF Conditioned&UnConditioned Area: 12477 SF
No of Stories: 1 Area entered from Plans 0 SF
Permit No: 0 Max Tonnage 21.3
If different,write in:
Compliance Summary
Component Design Criteria Result
Gross Energy Cost (in$) 13,213.0 13,221.0 PASSED
0000
LIGHTING CONTROLS ••••• PASSES '.see•••
• 0000.. 9009
EXTERNAL LIGHTING ; 9 ; No Eptry .
HVAC SYSTEM •0•0 0• 0669
PLANT
••"" N Ent 00:010
.. .:3'
WATER HEATING SYSTEMS '::::o
4
PA9;.L-S 0•••
PIPING SYSTEMS 000':::0.•. No� � �'Tt,�t ••'
0
Met all required compliance from Check List? g••9 -0Yes/Nq�1A ... :•
0 • 9 .
....
IMPORTANT MESSAGE
Info 5009 -- -- --An input report of this design building must be submitted along with this
Compliance Report
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 2 of 12
s
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code
Prepared By: Anthony D.Gipson,PE Building Official:
Date: o4Au(r Date:
I certify that this building is in compliance with the Florida Energy Efficiency Code
Owner Agent: Date:
If Required by Florida law, I hereby certify(*)that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: Reg No:
Electrical Designer: Anthony D.Gipson Reg No: 69712
Lighting Designer: Antony D.Gipson Reg No: 69712
Mechanical Designer: Billy D. Oliver Reg No: 54364
Plumbing Designer: Billy D.Oliver Reg No: 54364
(*) Signature is required where Florida Law requires design to be performed by registered design
professionals. Typed names and registration numbers may be used where all relevant informat!64 is 00
contained on signed/sealed plans. .. • "•
• ... ..
00
• • •
009
.... 00000
see
.... •
.... •
ease
... . •
..
• ......
• ....•
0000
5614`IJ
8
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 3 of 12
Project: 610115
Title:Dollar Tree-Shores Sqare
Type:Retail
(WEA File: FL_MIAMI_INTL_AP.tm3)
Building End Uses
1) Proposed 2)Baseline
Total 868.90 1,018.80
$13,213 $15,554
ELECTRICITY(MBtu/kWh/$) 868.90 1,018.80
254595 298541
$13,213 $15,554
AREA LIGHTS 289.50 312.90
84837 91685
$4,403 $4,777
MISC EQUIPMT 152.60 152.60
44722 44722
$2,321 $2,3340%
00 . 0 909
. . 0000.
PUMPS& MISC 0.00 0.040.... •
. . 2
9 9999.
0
0000..
0
0000 0.. 0 0000.•
- 000000 9099 90000
SPACE COOL 330.50 .... 418AQ 00;00
96825 •9999122601066i6 •
9.999
$5,025 •••;O'6,388 • •
.99900 9090 0000.
SPACE HEAT 1.00 ; 0.20 •• •.
301 • 9 69999• 9999
9999
• $16 $3
VENT FANS 95.30 134.70
• 27910 39469
$1,449 $2,056
Credits Applied: None PASSES
Passing Criteria= 13221
Design (including any credits) = 13213
Passing requires Proposed Building cost to be at most 85% of
Baseline cost. This Proposed Building is at 85%
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 4 of 12
` External Lighting Compliance
Description Category Tradable? Allowance Area or Length ELPA CLP
(W/Unit) or No.of Units (W) (W)
(Sgft or ft)
None
Project: 610115
Title: Dollar Tree-Shores Sqare
Type:Retail
(WEA File: FL MIAMI INTL AP.tm3)
Lighting Controls Compliance
Acronym Ashrae Description Area Design Min Compli-
ID (sq.ft) CP CP ance
Sales Left 25,001 Sales Area 4,607 4 2 PASSES
Stock 30,002 Medium/Bulky Material Storage 2,374 3 I PASSES
Sales Right 25,001 Sales Area 5,496 4 3 PASSES
PASSES
Project: 610115 .• . ...
Title: Dollar Tree-Shores Sqare ••• • •�'
Type: Retail • •
•
(WEA File: FL_MIAMI_INTL AP.tm3) •••••• • •
System Report Compliance;;;;;; •;; ;;;;
Sales& RTU-1 &2 Constant Volume 1%tifted ;,.t-�%of UhIfe
Stock System "•' :0
Component Category Capacity Design Eff Desiign: Il3LV••* Comp- •
Eff Criteria $PLV• Crkttria•. liane. ••
0000
Cooling System Air Conditioners Air Cooled 256000 12.20 10.00 13.70 10.10 PASSES
_ 240000 to 760000 Btu/h
Cooling Capacity
Heating System Electric Furnace 63463 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 7600 0.55 0.82 PASSES
System-Supply Constant Volume
PASSES
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 5 of 12
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Eff Eff IPLV IPLV Bance
None
Project: 610115
Title:Dollar Tree-Shores Sqare
Type:Retail
(WEA File: FL_MIAMI_INTL_AP.tm3)
Water Heater Compliance
Design Min Design Max Comp
Description Type Category Eff Eff Loss Loss liance
WH-1 Electric water heater <= 12 [kW] 1.00 0.96 PASSES
PASSES
.. sees
sees
Piping System Complianceassess •'
Category Pipe Dia Is Operating Ins Cond a 1Eras.e: Req•IKis•'Compiiiawce
[inches] Runout? Temp [Btu-in/hr Tl iskgim•] Thigk1in�e *sees
[F] .SF.F] ease • • •
sees..
.. . . .• •
• e e sees Passe
• w
sees
• None
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 6 of 12
Project: 610115
Title: Dollar Tree-Shores Spare
Type: Retail
(WEA File: FL MIAMI_INTL. AP.tm3)
Mandatory Requirements (as applicable) Material Courtesy of PNNL
COMCheck resources
Topic Section Component Description Yes ❑/A Ex
Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air
barrier that is sealed in an approved manner and
either constructed or tested in an approved
manner. Air barrier penetrations are sealed in an
approved manner.
Air Leakage C402.4.3,C402.4.4 Envelope Factory-built fenestration and doors are labeled
as meeting air leakage requirements.
Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. [I o
Doors have self-closing devices.
Air Leakage C402.4.1.1 Envelope All sources of air leakage in the building thermal ❑ o
envelope are sealed,caulked,aasketed weather
stripped or wrapped with moisture
vapor-permeable wrapping material to minimize
air leakage.
Air Leakage C402.4.6 Envelope Weatherseals installed on all loading dock cargo ®'0 ❑
doors.
Air Leakage C402.4.8 Envelope Recessed luminaires in thermal envelope to limit
infiltration and be IC rated and labeled.Seal
between interior finish and luminaire housing.
Fenestration C303.1.3 Envelope Fenestration products rated in accordance with
NFRC.
Fenestration C303.1.3 Envelope Fenestration products are certified as to [' 0 0
Performance labels or certificates provided.
Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the
building thermal envelope meets requiWerts. ••� �• •
•
Insulation C303.2 Envelope Below-grade wall insulation installed f er
manufacturer's instructions. • • ON ••• •
Insulation C303.2 Envelope Slab edge insulation installed per ma'tfacfuerers '
instructions. Goes*_
�••• •
Insulation C402.2.6 Envelope Slab edge insulation depth/length.Slag insulation
extending away from building is cove0tf
pavement or>=10 inches of soil. *see • •
n ••••
Insulation C403.2.7,C408.2.8,( Envelope Exterior insulation protected against O &" 16 � � •
sunlight,moisture,wind,lands capinq wV:•• •••• •••• •
equipment maintenance activities. • • •
_ Insulation C402.4.2.1 Envelope Roof R-value.For some ceiling systems,• *� ��®
verification may need to occur during Framing . • ' •
Inspection. ••"
Insulation C303.2 Envelope Roof insulation installed per manufacturers
instructions. Blown or poured loose-fill insulation
is installed only where the roof slope is3 in 12. ❑ �❑
Insulation C402.2.1 Envelope Skylight curbs are insulated to the level of roofs
with insulation above deck or R-5.
Insulation C402.2.1.1 Envelope High-albedo roofs satisfy one of the following: 0 ef ❑
3-year-aged solar reflectance>=0.55 and thermal
emittance—0.75, 3-year-aged solar reflectance
index>=64.0, initial year solar reflectance>_
0.70 and thermal emittance—0.75,or initial year
solar �❑ ❑
Insulation C303.2 Envelope Above-grade wall insulation installed per
manufacturers instructions.
Insulation C303.2 Envelope Floor insulation installed per manufacturers
instructions.
Insulation C303.1 Envelope Building envelope insulation is labeled with 0 ❑
R-value or insulation certificate providing R-value
and other relevant data.
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 7 of 12
Insulation C303.2.1 Envelope Exterior insulation is protected from damage with ❑ ❑
a protective material.Verification for exposed
foundation insulation may need to occur during
Foundation Inspection. ❑ Ed[IInsulation C402.2.1 Envelope Insulation intended to meet the roof insulation
requirements cannot be installed on top of a
suspended ceiling.Mark this requirement
compliant if insulation is installed accordingly. E6:1 ❑
Plan Review C103.2 Envelope Plans and/or specifications provide all information
with which compliance can be determined for the
building envelope and document where
exceptions to the standard are claimed. 1:1Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting
installed.
Plan Review C103.2 Exterior Lighting Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the exterior lighting and electrical
systems and equipment and document where
exceptions to the standard are claimed.
Information provided shoul ❑ ❑
Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure
proper calibration,adiustment,programming,and
operation. El / 1:1Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides>60
Im/W unless on motion sensor or fixture is exempt
from scope of code or from external LPD. ❑ e 11Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is
shown on the approved lighting plans,
demonstrating proposed watts are less than or
equal to allowed watts. �❑ 11Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting
installed in all buildin s.
Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per
approved lighting plans and all manual controls
readily accessible and visible to occupants.
Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the 0
lightinq load by at least 50%. '
Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual coatrols • Q �:
that control the lights independent oLgeneral area ' ' .•
lighting. • • • •
Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at Ej Ef Q ••
_ the main entry door that controls wir8d IM"I iaires • . . •
and switched receptacles. •••••• •••
Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in requi e(#sp aces. U •••
•••• • • 1 • •
Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped%j" 12 Ef 0 •
required lightinci controls. •••••• ••.. Gooses
Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area grfA; • • • •
•
skylights and rooftop monitors are eamupped with •••• •••• •
required lighting controls. •• ❑ ❑
Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses
installed pera roved lighting lans.
Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp ff ❑
configurations that are with 10 feet center to
center(if recess mounted)or are within 1 foot
edge to edge(if pendant or surface mounted)
shall be tandem wired. �❑ ❑
Plan Review C103.2 Interior Lighting Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the interior lighting and electrical
systems and equipment and document where
exceptions to the standard are claimed.
Information provided shoul d1l
El
Construction C408.2.5.1 Interior Lighting Furnished as-built drawings for electric power
systems within 30 days of system acceptance.
Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and
equipment to the building owner or designated
representative.
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 8 of 12
Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure IZI0 11
proper calibration,adiustment,programming,and
operation. �❑ ❑
Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face.
Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for
special functions per the approved lighting plans
and is automatically controlled and separated
from general lighting. do
11Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is
consistent with what is shown on the approved
lighting plans,demonstrating proposed watts are
less than or equal to allowed watts. ❑ ❑
HVAC C403.2.4.5 Mechanical Freeze protection and snow/ice melting system
sensors for future connection to controls.
HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. 11 0
Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized 11 0
dampers that automatically close.
Air Leakage C402.4.5.2 Envelope Outdoor air and exhaust systems have motorized
dampers that automatically shut when not in use
and meet maximum leakage rates.Check gravity
dampers where allowed. rho 1:1HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces
>500 ft2 and>25 people/1000 ft2 occupant
density and served by systems with air side
economizer,auto modulating outside air damper
control,or design airflow>3,000 cfm. �❑ ❑
HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected
from damage due to sun moisture wind etc.).
HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts
or plenums are installed in or under a slab,
verification may need to occur during Foundation
Inspection.
HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible ji3
heating anels have insulation>=R-3. '
HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static• •
pressure and location. see* 4
HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices hese Pneans ffo El 6
for air balancing. •0 0• •• 0 4 066 0
HVAC C403.2.6 Mechanical Exhaust air energy recovery on systepmemeeting •1!3• 0-:-
•
Table C403.2.6 6400 • 0000
4 • 4•
HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use OAIy -0 0...
radiant heat. 040004 6 •
HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is db11R8lIM by •10 [:I--o 4
a thermostat control. •• • • • •
HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5°F deidban6. U10 6 Q"' '
4••
HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap r7f ri Ei
restrictions.
HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using Ef 11
automatic time clock or programmable control
system.
HVAC C403.2.4.3 Mechanical Automatic Controls:Setback to 55°F(heat)and do
85°F(cool):7-day clock.2-hour occupant
override, hour backup ❑ ❑
Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the mechanical systems and
equipment and document where exceptions to the
standard are claimed. Load calculations per
acceptable engineering st
Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the service water heating systems
and equipment and document where exceptions
to the standard are claimed. Hot water system
sized per manufact
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 9 of 12
Post Construction C408.2.5.1 Mechanical Furnished HVAC as-built drawings submittedd 0 0
within 90 da s of system acceptance.
Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems ❑ El
within 90 days of system acceptance.
Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is [1 0
provided for HVAC systems.
Post Construction C408.2.1 Mechanical Commissioning plan developed by registered
design professional or approved agency.
Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and
certified by registered design professional or
approved agency. �❑ ❑
Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner
within 90 days of receipt of certificate of
occupancy. ❑ ❑
Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure
proper operation.
Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper EJ 0
operation.
SYSTEM—SPECIFIC C404.3 Mechanical Temperature controls installed on service water 0
heating systems(110 OF for dwelling units and
lavatories in public restrooms and 90 OF for other
occupancies.) ❑ 6 0
SYSTEM—SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically
switch off the recirculating hot-water system or
heat trace. do 11SYSTEM_SPECIFIC C404.2 Mechanical Heat traps installed on non-circulating storage
water tanks.
SYSTEM—SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. 0
labeled for replacement only as per Footnote b to
Table C403.2.3(3).
SYSTEM—SPECIFIC C403.4.2 Mechanical VAV fan>=7.5 hp are driven by mechanical or
electrical variable speed drive,or driven by
vane-axial with variable speed blades,or operate
with motor demand30%design kW at 50% ..
design flow-calculations required .• �. :11
SYSTEM_SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Wher2 iping •••
is installed in or under a slab verification ma ••••••
need to occur during Foundation Ins ctipn.. •
SYSTEM—SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating>3 in.water coluM rOlLfires Er -
air leakage testing. •• •• •• ••• •
SYSTEM—SPECIFIC C403.3.1,C403.3.1.' Mechanical Air economizers provided where regdI&!I!r4i&et �•:•
the requirements for design capacity at' "I oEf 70 •••
signal,ventilation controls,high-limit s ttgdr :•••0• • •
integrated economizer control,and pWyS0% • :000••
j
means to relieve excess outside air dVgigj
•. •••• •••• •
• operation.
SYSTEM—SPECIFIC C403.3.1,C403.4.1 Mechanical Water economizers provided where rQqu`ved: • •
meet the requirements for design capacity,• • ••• •
maximum pressure drop and integrated sees
economizer control. �❑ ❑
SYSTEM—SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating
energy use during normal operation.
SYSTEM—SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and
cooling and seauence heating and cooling to each
zone.
SYSTEM—SPECIFIC C403.4.3.1 Mechanical Three-pipe hydronic systems using a common
return for hot and chilled water are not used.
SYSTEM—SPECIFIC C403.4.3.2 Mechanical Two-pipe hydronic systems using a common
distribution system have controls to allow a
deadband15 OF,allow operation in one mode
for at least 4 hrs before changeover,and have
rest controls to limit heating and cooling supply
temperature to30 OF.
SYSTEM—SPECIFIC C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a 0d'o
common water loop meet heat re'ection and heat
addition requirements.
SYSTEM—SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have 11 Ef 11
means to balance and have pressure test
connections.
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 10 of 12
SYSTEM–SPECIFIC C403.2.10.1 Mechanical HVAC fan systems at design conditions do not 130 0
exceed allowable fan system motor nameplate ha
H fan system bhp. do 1:1SYSTEM_SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits.
SYSTEM–SPECIFIC C403.4.2 Mechanical VAV fan motors>=7.5 hp to be driven by variable
speed drive,have a vane-axial fan with variable
pitch blades,or have controls to limit fan motor
demand. ❑ �❑
SYSTEM–SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned
so setpoint—1/3 total design messure.
SYSTEM–SPECIFIC C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled
VAV boxes reporting to central controller based on
the zones requiring the most pressure. ❑ �❑
SYSTEM–SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air
temperature reset controls.
SYSTEM–SPECIFIC C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h
designed for variable fluid flow.
SYSTEM–SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems>10 hp to
multiple chillers or boilers when others are shut
down.
SYSTEM–SPECIFIC C403.4.3.4 Mechanical Temperature reset by representative building o
loads in pumping systems for chiller and boiler
systems>300,000 Btu/h.
SYSTEM–SPECIFIC C403.4.3.3.3 Mechanical Two-position automatic valve interlocked to shut
off water flow when hydronic heat pump with
pumping system>10 hp is off. ❑ /j 1:1SYSTEM_SPECIFIC C403.4.4 Mechanical Fan systems with motors>=7.5 hp associated
with heat resection equipment to have capability to
operate at 2/3 of full-speed and auto speed
controls to control the leaving fluid temperature or
condensing temp/pressure of heat rejection
device. 1:1 �J❑
SYSTEM–SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat
water to 85 OF or provide 60%of peak heat ..
rejection is installed for preheating of sgryice rot •• ;•;
water in 24/7 facility,water cooled system&r�ct •••• •
>6 MMBtu,SHW load>=1 MMBtu. ' ' :..... • •
SYSTEM_SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: ; . ;
-240 kBtu/h–50% •••••• • •
s
>240 kBtu/h—25% •• •• •• • ••.•••
SYSTEM–SPECIFIC C404.2 Mechanical Service water heating equipment meets 4f5Jncy : ®....•
requirements. • •
SYSTEM–SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is c8gtwbed by •�
• a thermostat control. Minimum one hyd[pW"-
control device per installed .•
. .. ... ..
• humidification/dehumidification system.. .
•
SYSTEM–SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls'•• ;
000
•••
SYSTEM–SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric
• resistance heat from coming on when not needed.
SYSTEM–SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature-11 1313
SYSTEM–SPECIFIC C404.5 Mechanical All piping in circulating system insulated 1:1 of 0
SYSTEM–SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated EfO 0
SYSTEM–SPECIFIC C404.5 Mechanical All heat traced or externally heated piping
insulated
SYSTEM–SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a 0
recirculation pump installed to maintain
temperature of a storage tank. ❑ �❑
SYSTEM–SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and
no continuously burning pilot light.
SYSTEM–SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for
heated pools and permanently installed spas.
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 11 of 12
SYSTEM–SPECIFIC C404.7.2 Mechanical Time switches are installed on all pool heaters 1:1 El E]
and Pumps.
•
SYSTEM–SPECIFIC C403.2.3 Mechanical Centrifugal fan open-circuit cooling towers having
combined rated capacity—1100 qpm meets
minimum efficiency requirement:>=38.2 gpm/hp. /❑ ❑
Testing C408.2.3.2 Mechanical HVAC control systems have been tested to
ensure proper operation,calibration and
adjustment of controls. E(O 0
Mandatory Additional C406 Project Efficient HVAC performance,efficient lighting
system,or on-site supply of renewable ener
consistent with what is shown the approved plans.
Insulation C402.2.8 Project Bottom surface of floor structures incorporating 0 0
radiant heating insulated to>=R-3.5.
Plan Review C406 Project Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the additional energy efficiency
package options.
Plan Review C402.3.2.2 Envelope Skylights in office,storage,automotive service,
manufacturing,non-refrigerated warehouse,retail
store,and distribution/sorting area have a
measured haze value>90 percent unless
designed to exclude direct sunlight.
9 see
• • • 6666••
6666••
• • • • ••99••
6666•• • •
•• .• •• • 6666.•
60.80• 060• 00.86
6666 6000•
• •
66.666 6 • •8••0.0
•• • •
6666••
6608 • •
see:** 6600 6096•9
•• • • •• 6
• • • •
• 0 6.6• 0.006•
•
0000
EnergyGauge Summit®Fla/Com-2014.Section 506.4 Compliant Software.Effective Date:June 30,2015
8/4/2015 Page 12 of 12
EnergyGauge Summit®v5.10
INPUT DATA REPORT
Project Information
Project Name: 610115 Orientation: North
Project Title: Dollar Tree-Shores Sqare Building Type: Retail
Address: Shores Square Building Classification: New Finished building
State: FL No.of Stories: 1
Zip: 0 GrossArea: 12477 SF
Owner:
Zones
No Acronym Description Type Area Multiplier Total Area
lstl lstl
1 Sales Left Sales 701�DIEM Vd6 4607.0 1 4607.0 ❑
2 Stock Stock 000 2374.0 1 2374.0 ❑
3 Sales Right Sales CONDITIONED 5496.0 1 5496.0 ❑
. . . . . . .. . . ..
0 see
. . . . .. . .. .
. . ... . . . . ...
8/4/2015 Esse-vGeuie Summit®v5.10 1
.. .. . . . .. . .
. . ... . .
0 •o*
Spaces
No Acronym Description Type Depth Width Height Multi Total Area Total Volume
[ft] [ft] [ft] plier [sf] [cf]
In Zone: Sales Left
1 Sales Left Sales Sales Area 1.00 4607.00 17.50 1 4607.0 80622.5 El
In Zone: Stock
I Stock Stock Medium/Bulky Material 1.00 2374.00 17.50 l 2374.0 41545.0 El
Storage
In Zone: Sales Right
1 Sales Right Sales Sales Area 1.00 5496.00 17.50 1 5496.0 96180.0 ❑
Lighting
No Type Category No.of Watts per Power Control Type No.of
Luminaires Luminaire [W] Ctrl pts
In Zone: Sales Left
In Space: Sales Left
1 Suspended Fluorescent General Lighting 16 64 1024 Programmable timer 2 El
without Daylighting
2 Suspended Fluorescent General Lighting 56 95 5320 Programmable timer 2 El
without Daylighting
In Zone: Stock
In Space: Stock
I Suspended Fluorescent General Lighting 10 64 640 Programmable timer 1 El
without Daylighting
2 Suspended Fluorescent General Lighting •• • • 3 • • �•• ••.33 99 Occupancy Sensor with 2 El
•
:• ;• .• Timer without Daylighting
In Zone: Sales Right •• ;'; : ! ' ;.. •.•
In Space: Sales Right ••
1 Suspended Fluorescent General Lighting 18 6� 1152 Programmable timer 2 El
. .. •;• .'. • • ; without Daylighting
2 Recessed Fluorescent- General Lighting •• • 87. :.• • •; 25 7790 Programmable timer 2 El
No vent . • ••• ': •.• • '•G without Daylighting
. ..•
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Walls
No Description Type Width H(Effec) Multi Area DirectionConductance Heat Dens. R-Value
IN [ft] plier [sf] [Btu/hr.sf. F] Capacity [lb/cf] [h.sf.FBtu]
[Btu/sf.F]
In Zone: Sales Left
1 PrOZol Wal 0.75 Stucco; 49.00 17.50 1 857.5 South 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
2 PrOZo1Wal 0.75 Stucco; 49.20 17.00 1 836.4 North 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
In Zone: Stock
1 PrOZo1Wa1 0.75 Stucco; 21.00 17.50 1 367.5 South 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
2 PrOZo 1 Wal 0.75 Stucco; 31.00 17.00 1 527.0 North 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
3 PrOZo1Wal 0.75 Stucco; 22.00 17.00 1 374.0 West 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
In Zone: Sales Right
1 PrOZo1Wa1 0.75 Stucco; 55.00 17.50 1 962.5 South 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
2 PrOZol Wal 0.75 Stucco; 55.00 17.00 1 935.0 North 0.0485 0.617 29.61 20.6 ❑
stud:r-19;drywall
Windows
No Description Type Shaded U SHGC Vis.Tra W H(Effec) Multi Total Area
[Btu/hr sf F] IN [ft] plier [sf]
In Zone: Sales Left
In Wall: PrOZo1Wa1
1 Storefront User Defined No 0.27QO . .0.16-•• V.C4l 48.00 5.00 1 240.0
•• • . . • • •
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3 Storefront User Defined No 2).2740. 4!16;. 04 3.00 10.00 1 30.0 ❑
In Zone: Sales Right . ••' :.` •• "g-
In
•'In Wall: PrOZo1Wa1 "
1 Storefront User Defined No 0.2700 0.36 •A61. 10.00 4.00 1 40.0 ❑
2 Storefront User Defined No. . C.'25 • •
• Q3S x.61. 44.00 5.00 1 220.0
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Doors
No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value
IN [ft] plier [sf1 [Btu/hr.sf.F] [lb/cf] [Btu/sf.F] [h.sf.FBtu]
In Zone: Stock
In Wall: PrOZo1Wa1
1 PrOZo3Wa8Drl Hollow core flush No 6.00 7.00 1 42.0 0.7553 0.00 0.00 1.32 ❑
Roofs
No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value
IN [ft] plier [sf] [deg] [Btu/hr.Sf.F] [Btu/sf.F1 [lb/cf] [h.sf.FBtu]
In Zone: Sales Left
1 PrOZo I Rfl Single Ply Roof- 921.40 5.00 1 4607.0 0.00 0.0284 7.84 29.76 35.3 ❑
Insulation-
Deck-Air-ACT
In Zone: Stock
1 PrOZo1Rfl Single Ply 555.00 5.00 1 2775.0 0.00 0.0302 7.48 30.85 33.1 ❑
Roof-Insulation-Deck
-Exposed Struture
In Zone: Sales Right
1 PrOZo1Rfl Single Ply Roof- 474.80 5.00 1 2374.0 0.00 0.0284 7.84 29.76 35.3 ❑
Insulation-
Deck-Air-ACT
Skylights
No Description Type V. . SHV(; '.VG*frans, W H(Effec) Multiplier Area Total Area
[Btu/hr s£AM ; :• •' [ft] [ft] [Sfl [Sf]
In Zone:
In Roof: •
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Floors
No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value
[ft] [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.FBtu]
In Zone: Sales Left
1 PrOZo1F11 1 ft.soil,concrete 921.40 5.00 1 4607.0 0.1745 54.00 108.00 5.73 ❑
floor,carpet and
rubber pad
In Zone: Stock
1 PrOZoIF1I 1 ft.soil,concrete 553.50 5.00 1 2767.5 0.1745 54.00 108.00 5.73 ❑
floor,carpet and
rubber pad
In Zone: Sales Right
1 PrOZolFll I ft.soil,concrete 474.80 5.00 1 2374.0 0.1745 54.00 108.00 5.73 ❑
floor,carpet and
rubber pad
Systems
Sales& Stock RTU-1 &2 Constant Volume Packaged System No. Of Units 2
Component Category Capacity Efficiency IPLV
1 Cooling System 256000.00 12.20 13.70 ❑
2 Heating System 63463.00 1.00 ❑
3 Air Handling System-Supply 7600.00 0.55 ❑
Plant. . ••• ••.
Equipment Category :• 9ig8 ;.• :•• ••• Inst.No Eff. IPLV
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Water Heaters
W-Heater Description Capacit3Cap.Unit UP Rt. Efficiency Loss
1 Electric water heater 6 [Gal] 2 [kW] 1.0000 [Ef] [Btu/h] ❑
Ext-Lighting
Description Category No.of Watts per Area/Len/No.of units Control Type Wattage
Luminaires Luminaire [sVft/No] [W]
El
Piping
No Type Operating Insulation Nomonal pipe Insulation Is Runout?
Temperature Conductivity Diameter Thickness
[F] [ Btu-in/h.sf.F] [in] [in]
Fenestration Used
Name Glass Type No.of Glass SHGC VLT
Panes Conductance
[Btu/h.sf.F]
Solexia Solarban User Defined 2 0.210Q :0.;6Q0;. 0.6100 ❑
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Materials Used
Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat
Used [h.sf.F/Btu] [ft] [Btu/h.ft.F] [Ib/cf] [BtuAb.F]
187 at o 0.4533 0.0417 0.0920 50.00 0.2000 LJ
BOARD,1/21N
178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 ❑
265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑
48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑
267 Mat1267 0.75"stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑
4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑
1003 ApLbMat1003 EPDM Membrane No 2.2523 0.2500 0.1110 70.00 0.4000 ❑
1004 ApLbMat1004 Outside surface resistance Yes 0.3300 ❑
1006 ApLbMat1006 Ceiling air space Yes 1.0000 ❑
1007 ApLbMat1007 Inside surface resistance Yes 0.6900 ❑
1008 ApLbMat1008 POLYSTRENE,EXP.,6 No 29.7857 0.4170 0.0140 2.00 0.2900 ❑
IN,R-30
1009 ApLbMat1009 ACOUSTIC TILE,3/41N No 1.8939 0.0625 0.0330 18.00 0.3200 ❑
1010 ApLbMat1010 2x4;r-19 Yes 19.0000 ❑
Constructs Used
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1005 1 ft.soil,concrete floor,carpet and rubber pad No No 0.17 54.00 108.00 5.7 ❑
Layer Material Material Thickness Framing
No. ; IN Factor
1 265 Soil, l ft : �Adp.. 0.000 E:1.. • •
2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑
3 178 CARPET W/RUBBER PAD . .. •;• . ••; 0.000 ED
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No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1025 Hollow core flush No Yes 0.76 1.3 ❑
Layer Material Material Thickness Framing
No. [ft] Factor
1 276 Hollow core flush(1.75") 0.000 ❑
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1061 Single Ply Roof-Insulation—Deck—Air—ACT No No 0.03 7.84 29.76 35.3 ❑
Layer Material Material Thickness Framing
No. [ft] Factor
1 1004 Outside surface resistance 0.000 ❑
2 1003 EPDM Membrane 0.2500 0.000 ❑
3 1008 POLYSTRENE,EXP.,6 IN,R-30 0.4170 0.000 ❑
4 4 Steel siding 0.0050 0.000 ❑
5 1006 Ceiling air space 0.000 ❑
6 1009 ACOUSTIC TILE,3/41N 0.0625 0.000 ❑
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No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu]
1062 Single Ply Roof-Insulation-Deck-Exposed No No 0.03 7.48 30.85 33.1 ❑
Struture
Layer Material Material Thickness Framing
No. IN Factor
1 1004 Outside surface resistance 0.000 ❑
2 1003 EPDM Membrane 0.2500 0.000 ❑
3 1008 POLYSTRENE,EXP.,6 IN,R-30 0.4170 0.000 ❑
4 4 Steel siding 0.0050 0.000 ❑
5 1007 Inside surface resistance 0.000 ❑
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu]
1063 0.75 Stucco;stud:r-19;drywall No No 0.05 0.62 29.61 20.6 ❑
Layer Material Material Thickness Framing
No. [ft] Factor
1 1004 Outside surface resistance 0.000 ❑
2 267 0.75"stucco 0.0625 0.000 ❑
3 1010 2x4;r-19 0.4147 0.000 ❑
4 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑
5 1007 Inside surface resistance 0.000 ❑
...
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