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r1H( l' (' dUll~:::> 1 J : 21 FR R tol PAUL CDHSTRUCT I Oi'~ 4075995850 TO 13218681247 P.01/01
IIR.W PAUL
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L-etter of Trao~mitta!
To: CrrY ~ ~ e~\tI.4.)csi€...t\L- Date: s;;,k ,~ Job #: 6l4-5e9.1i
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We are sanding you: Via: Federal Express
")iF A\.'tached o Under Separate Cover Express Mail
o Shop Drawings o Prints ':sPlans D SplilCincation RegUlar Mail
o Copy of letter o Chang6 Order tl Samples ~ Hand Delivery
o Other
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These Are Transmitted For Your.
w (nformatlon o No Exceptions Taken o ReSUbmit _ copies for Approval o Approval
o Signature o Exceptlens as Noted o Submit _ copies for distributron o Returned for correction
CJ As Requested o Return _ Corrected plans o Bid due:
)tReview and Comment o Prints returned after loan to you
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If enclOsures are riot as noted, kindly notify us at once.
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R,W. Pad File Sent By:
581 E. Horatio Avenue.. Maitland, FL 32751 (407) 599-5858 .. Fax (407) 599-5850
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II R. W PAUL
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Letter of Transm ittal
To: City of Cape Canaveral Date: 5/26/2005 Job #: 24-528
105 Polk Ave.
Cape Canaveral, FL Subject: Country Inn & Suites
Attn: Mr. Todd Morley, CBO
We,; are sending you:
Via: X Federal Express
o Shop Drawings )&'Attached 0 Under Separate Cover Express Mail
o Copy of Letter 0 Prints 0 Plans 0 Specification Regular Mail
o Other 0 Change Order 0 Samples Hand Delivery
Copies Date Pa~es Description
2ea. 3/21/2005 1 Elevation Certificate ./
2ea. 3/21/2005 1 Form Boards Survey /
7/Z7/0r-
These Are Tra, ~ (~CL (AJ 4PC/I'? d:>1 A/t;
o Information / .I \ ~ _ _ /L1J /J ~ Approval
o Signature 11 OclJ77 ON T/c.er7J1 n J7/~ ~ 0 Returned for correction
DAs~equested 01 PL~ /?&? ,('"'> b 12-.~ 0 Bid due:
o Review and C( ~f/ 1'2- C-(l l'U> { ~
o Other:(J14 iJt912.. - hi S C u9 9' ~ h ?O ( ( &f
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R.W. Paul File Sent By: DavidM. Roten~~
581 E. Horatio Avenue · Maitland, FL 32751 (407) 599-5858 · (407) 599-5850
105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 (321) 868-1247 (fax)
Fax
To: R. W. Paul Construction, Inc. From: Bob Haley
Fax: 407-599-5850 Pages: One
Phone: 407-599-5858 Date: June 2, 2005
Re: Country Inn and Suites CC:
X Review 0 Please Comment D Urgent Please Reply 0 Please Recycle
The revised drawings S-O through S-9 for this project submitted on May 17, 2005 do not show any
clouded areas denoting the revisions #1 through #4 as listed. Please have these drawings corrected
and resubmitted for our review.
Any questions please call me.
Si~rely, i /i
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Robert B. Haley l
Plans Examiner/Building Inspector
105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 (321) 868-1247 (fax)
Fax
To: R. W. Paul Construction, Inc. From: Bob Haley
Fax: 407-599-5850 Pages: One
Phone: 407=599-5858 Date: July 12, 2005
Re: Country Inn and Suites cc:
D Review D Please Comment D Urgent X Please Reply D Please Recycle
Please provide three sets of revised architectural, structural and mechanical drawings showing extent
of revisions and coordination of drawings. These revisions may have to go to the Fire Department for
approval also.
Any questions, please call me.
uilding Inspector
R.W PAUL
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Letter of Transmittal
To: City of Cape Canavera~ Date: 7/28/2005 Job #: 24-528
105 Polk Ave.
Cape Canaveral, FL Subject: Country Inn & Suites
Attn: Mr. Robert B. Haley
We are sending you: ~ 2582
Via: Federal Express
Shop Drawings "'jI" Attached [J Under Separate Cover Express Mail
Copy of Letter Prints );fPlans Specification Regular Mail
[J Other o Change Order o Samples X Hand Delivery
Copies Date Pa~es Description
3ea. 4/3/2005 Set Revised Structural Drawings- signed and sealed with
revisions clouded
These Are Transmitted For Your:
o Information o No Exceptions Taken o Resubmit _ copies for Approval ~ Approval
o Signature o Exceptions as Noted o Submit _ copies for distribution Returned for correction
o As Requested [J Return _ corrected plans D Bid due:
Review and Comment o Prints returned after loan to you
o Other:
If enclosures are not as noted, kindly notify us at once.
Remarks: These are the same set of drawings submitted 5/17/05, butthe revisions are now clouded.
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R.W. Paul File Sent By: David M. Rotenb~rge~
581 E. Horatio Avenue e Maitland, FL 32751 (407) 599-5858 · Fax (407) 599-5850
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Neil Weber, AlA i
Weber Architects &. Planners
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14 September 2004
The following code review was done by Todd Morley (Building Official for the City of Cape
Canaveral). Responses to his comments are: in bold fa~ type and are incorporated into Addendum
A 1 as to become part of the construction documents. .
Attached = code review is Addendum A 1 which in addition to the comments made in the body of
t.he ~~-. ' address the issues raised. · .
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PLAN REV1EW CORRECTION SHEET
Date of Review: August :16, 2004 Applicant Name: Ralph W. Paul
Project Name: Country rhn Suites Phone Number: (407) 599-5858
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Project Address: 9000 AfltronautBlvd. Fax: ( 407)5~9-5850
The following items were noted on your submittal as areas requirinz correction and/or clarificlition. .
PleMe addrc:l>s =h comment by its corresponding nu:n:lber. You may ~ replies to (321) 868-1247, If you IDlVI;i lUlY qucstioos
about this plan revic:w please call (321) 868.1222 and a~k to speak with the plans examitter.
,
Informational notes and status upd,ate:
. Cape Canaveral Fire Department will review architectural plans for emergency, egress and other
items on a separate review sheet. I I
. Some items of this review may be duplicated in the Fire Department review.
s Occupancy classifications: Rl Hotel and J\2 Small Assembly.
(As shown on plans)
. Discrepa.!lCY appears to exist regarding number ofunit.s: All previous approvals and the pennit
application indicate 152 rooms; ho\.vever the plans appear to indicate 150 rooms. Please clarify.
(Originally the two rooms-shown a5 rooms #154 and #155-Meeting rooms were to be both
meeting rooms and guest rooms-it tUlins out that the structu.ral system used does not lend
itself to be used as a guest room-we ate therefore using tbemonly as small meeting rooms.)
. A proposed AlA access design document ha.s been prepared which would require minor alteration
of proposed ingress/egress. Please conta'ft tltis office if you would like a copy.
(We have been given a permit for an access as shown on our plans and are planning to install
that plan.)
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" Remaining portion of site plan review fee :of$165 is due.
It Rooftop condensing units (RTU's) shall be screeued from view.
(These units are screened by the metal roof a1 the edge. Please $ee the building sections which
show this.)
. RTU's appear to ALL be installed on 2:x12 curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at least 8" above the top of the roof surface.
However, plea.se be aware that ifthis instJUation changes and the roofingDOES extend under the
RTU's, code would require the RTU's to be mounted on an approved engineered equipment
support stand elevated per FBe TIS1!. 7. i AU R TO's are required to be fastened in such a way as
to meet the 130 MPH 'Wind load.
(This bas been verified by mechanical.).
" Some ADA specifications are not indicated on Sht. A5.2. All ADA specifications are required to
be met where appropriate whether shown pr not.
(The sheet containing the unit plan indi,cates that we have met the required number of
accessible plans. We have indicated wh~ch ones are to meet ADA. Shop drawings will be
submItted to verify compliance with aU ireqnireme*s.)
lit AU condensate-producing Air Handler units will requite a secondary condensate line,float switch
or other approved device designed to serve as alarm that the primary line is blocked.
(This has been verified by mechanical.),
. Since a com.tlleroial pool is planned for this development, the designer should be aware afthe
interfacing requirements of FRe 424, i
(Pool designer will verify that these standards are met at the time of submittal ofthe pool
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design..) I
. An water closet bowls shall be of the elongated type.FPC 420.2
(This has been verified by mechanical.),
. Florida Power and Light contact person indicated on Sht. E4.1 has retired. New contact person is
Ms. Rebbie Benoit. Ms. Benoit can be contacted at the same phone number.
(Ms. Benoit has been contacted.)
Please provide:
General
1. Completed permit application (front and. back) indicating aU subcontractor information.
2. Sprinkler system design approved by Cape C~veral Fire Department.
3. Fire alarr.a system design approved by Cape qanaveral Fire Department.
4. MEP engineering.
5. Copy of SJRWMD pemtit
6, Copy ofFDOT permit.
(Copies of permits will be or bave been submitjted by conti-actor/owner.)
BuildiDg i
7. Correct Code reference on architectural cover sheet. (Should read Florida Building 2001. not 2002.
(This item has heen properly indicated.)
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8. Correct Code reference on structural drawing~. All structvral design shall be according to FBe 2001
and ASCE 7-98. Structural Engineer win be ~equired to re-evaluate structure and provide
documentation indicating the Structure is designed in accordance with this standard. FBC 1601.
(Structural engineer has properly designated that the documents meet this standard.)
9. Correct Exposure Category classification. Tbp entire City of Cape Canaveral is exposure category
"C" .
(We understood this and this is what was used for design and is indicated on documents.)
10. 1\,iWFRS pressures in accordance with T1606!2.
(This will be verified and documented-shown on sheet 8-0 -indicating performance
tharacteristics and design wind pressures.)' .
11. Infonnation regarding opening protection. internal pressure coefficients and enc10sedfpartially
enclosed designation. PBe 16. .
(This has been. verified and documented-slee #10.)
12. Threshold inspector to inspect steel coverage to earth and forms, including col1lIITnB. (Not indicated on
threshold inspector's methodology).
(The structural engineer hall added this information to sheet S-O.)
13. Completed Energy Forms per FBC Ch. 13, sub-chapter 4.
(Forms have been completed by mechanical engineer and submitted.)
14. Indicate termite protection. PBC 1403.1.6 1~16 2116 2303.1.4 and 2304.
(Termite protection issues are addressed as follows: #1. 140J.l.6-Clearallce of a mm of 6" is
addressed in spec Section 07240 1.3.A.6.b ~hich actually calls for a clearance of 8'~ - #2. FBC
1816-Section 02280 added to specification in Addendum A1. #3. FBC 2116 -Does not apply
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since we have no cavity wall construction With an air space. #4. FBC 2303.1.4-an addendum to
spec. Section 01110.1.4.C has been added to eliminate the issue of burial of debris. #5. FBC
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2304-See Addendum Al which addressed,m addendum Al spec Section06100.2.1.A.4.
IS. Information regarding non-exempt quantities ~fall Hazardous Materials anticipated being stored 00-
site. (particularly laundry chemicals) FBC 30~.
(There wID be no materials stored on site that faU und~[" this section. We have added an item in
Addendum At..Spec. Section 01110.1.4.D) I
16. Specifications as to how the l-hr. protection i~ achieved. See architectural cover sheet which indicates
the building is Type V, I-hr. protected.
(As per our phone conversation, the classification is listed as Type V, Protected.)
17. Regarding rated wal.1s, identify tested assembJiies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally accepted as a 2-hr. assembly. FBC 70t.
(Wall llSiemblies with tested assemblies ar~ listed on dl"llwings--see sheet AS.l)
18. Regarding rated assemblies (horizontal and vertical); provide penetration firestop details which specify
type and size of penetrations and how the ra~g of the assembly will be maintained at the penetration.
(fuclude manufacturer specifications for coUars, intumescent \\Taps, etc.) FBe 701.
(Fire stopping is specified in Section 0784O-this section specifies all required fire stopping
locations, allowed su.ppliers and the products to be used.)
19. Rated wall legend which dearly indicates appropriate ratiilgs of vertical assemblies.
(Veridical assemblies willllgain be reviewed and documented on wall legend.)
20. Ratings of doors and doorframes in rated walls. Indicate closures and latching mechanisms. FBC
1009.2.
(Ratings of assemblies are listed on the door schedule. The hardware schedule lists the closures
and mechanisms. Shop drawings can be submitted at .the approval rune for 'feri6canon.)
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21. Life Safety Plan indicating travel distances to'exit discharge. .FBC TlOO4.
(See attacbed document to this report for ~ description of requirements and our compliance to
tbem.)
22. Discharge width of all stairways, including p~ojection of handrails. FBe TI004.
(The width of stairways is listed on drawin~sees stair D dimensions.)
23. Detail showing stairs leading to roof (1adder notpennissible). FBe 1008.
(Stair B has been revised to indicate a standard stair leading to the toof as requested by both
your and the Fire Inspector.) ,
24. Net clear opening dimension of roof hatch access.
(The stair to the roof is now done by a door and not a roof hatch. This is shown on the
drawings.)
25. Correct elevations relative to the N.G.V.D. (See elevation sheets and floor plan sheets)
(The bu.ildings first floor' elevation is Jistedon tbe civil documents as 8" above sea level. The
assu.med. elention for architectural purposes are listed as lOO'O"...thls isto be taken as the same
as tbe sea level elevation.)
26. Trash chute specifications. FBC T705.L2.
(There is no trash chute on job. We have removed it fr,om the preliminaries.)
27. Refuse. Room specifications. FEe T705.1.2. .
(The refuse room bas been removed with the removal of the trash chute. Refuse will be taken out
immediately upon being brought to the first floor.) .
28. EIFS product installation specifications. FBe: 1403.
(EIFS spec is Section 07240. This section has been amend.ed to meet FBC 1403-See Add.endum
Al Section07240 for compliance to FBC Sebtion 1403 ~nd 1404.)
29. Attachment specifications for exterior architectural foam. FBe 1404.
(Attached foam as used in Section 07240 is !covered as part of the total system. The attachment of
the foam is part of the approved system. see #28 above.)
30. Clarification: is RID. 201 intended to be an accessible room?
(Yes. Please see calculation and indication ~f accessible units on unit drawing sheets.)
31. Calculations regarding Accessible Transient ~odging \Vith Florida specific provisions. (See attached)
Specify gra.b rails, open-frame beds, ADA water dosets, visual alarms, door and doorway widths and roll-
in showers where required.
(Calculations and indications oUhe appropriate units have been shown on drawings.)
32. Parapet wall construction detail. i
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(Detail bas been shown.)
33. Product and installation specifications for lightweight concrete and taper foam systems.
(Roof and taper foam is specified in Section 07552 and: lightweight concrete is specified in
Section 03521. Shop drawings can be submitted if desked when submitted by contractor for
approval.)
34. Product and installation specifications for me~al roofing.
(product is shown in Section 07411 of the specifications. Roof is to be installed as per structural
requirements. Shop drawings can be submitted when received from subcontractor.)
35. Clarification: Detail 7 on sheet A5.3 indicatek a step-dowll oflO". Detail S on same sheet indicates
step-down is located at exterior door. This appears to be a violation ofFBC 1012. L3. which requires no
more than a !J2" grade differential at exterior doors.
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(Detail has been changed to meet the~" requirement at exterior door. The intent is to have the
washers and dryers on lit 10" slab for ease of use and the step at the exterior door bas been
eliminated.) i :
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(Items .36~50 will be reviewed l\ith M & E to insure compliance)
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Mechanical
36. Detail regarding hood and suppression systeni in food prep area.
(There is no hood or suppression system needed since there is no kitchen.)
37. Clarification regarding the words "Trash" and "Pwnp Roopj.'> indicated at the Laundry Room depicted
on Sht. M2.1.
38. Condensate disposal detaiL FMC 307
39. Fireplace specifications.
40. Mechanical damper locations and specifications. FMC 607
41. Provisions for balanced return air. FMC 601A
42. Dryer duct sizes and dryer specifications (cfin) FMC 504
Plumbing
43. Complete plumbi!lg plans, including material ~pecifications and isometrics for DWV. Storm and
supply.
44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7
46. Ovedlow roof drains/scuppers. FBC 1511.6.~.3.
Electrical i
47. Elecmcalload calculations. (Note: 2V AJsf lighting per NEe T220.3A)
48. Electrical plan for roof.
49. Smoke detector layout. Note: s.moke detecto~s in rCOms connected by a communicating door shall be
interconnected.
50a.Gas piping shall be bonded.
Gas
50, Provide gas layout and riser.
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archltocts & planners
2260Welertown ~OEld. I..oog Lake. MN 55356.9419
952.476.4434' "'ax 952.475.15853 . nw@weberarchitects.c:om
14 SEPTEMBER 2004
ARCHiTECTURAL ADDENDUM'A.1
,COUNTRY INNS & SUITES
CAPE CANAVERAL. FLORIDA
This addendum shall be added to and become a part of the original plans and
specifications. All items shall be as originally I3pecified or drawn, unless ' .
specifically amended by this or supsequent addenda.
CHANGES TO DRAWINGS;
'All changeS,toarchitectural drawi~gs are indicated on each of the sheets as R1
and dated 1.4 September 2004. ,
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ADOPTION OF PLAN REVIEW; ,
The original plan review conducted by Todd Morley, Building Official for the,City
of Cape Canaveral with the respon~es (indicated in bold type) to specific issues
shown is included in this addendum. This includes the attached Life Safety Plan
dated 14 September 2004." ,
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CHANGES TO, SPECIFICA liONS;
1. SECTION 08710 DOOR HARDWARE
Add-- This section is added ,to the specifications.
'2~ SECTION 01110 SUMMARY OF WORK
Add--Su bsection 1.4.C No wood ,vegetation. stumps, roots, cardboard.
trash, or other cellulose, cofltainlng material shall be buried on the building
tot
Add-Subsection 1.4.0 No material falling under FBe Section 308
Hazardous Occupancy shall be stored on site without verification that
storage of such material shall meet the code requiremellts.
3., SECTION 07240 EXTERIOR INSULATION FINISH SYSTEM
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Change--Subsection 1.3.~.11 to read; Exterior Insulation Finish System
used on this project shall meet all requirement of the Florida Building
Code Section 1403 and 1403 for the exposure listed on the construction
documents (both architectural and structural). Each of the manufactured
system listed in Section 2.1 ;A manufacture systems to meet the code.
Before approval of the system, the subcontractor shall submit material as
stated In Section 1.4.A to meet all code requirements. The attachment of
the foam is to be part of theiapproved system,
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4. SECTION 02280 SOIL TREATMENT.
Add-This section has been added to indicate termite protection applied
to the soil. "
5. SECTION 06100 ROUGH CARPENTRY
Add-Subsection 2.1.A.~Wood used on this project shall be treated to
tennite standards as required by the Florida Building Code.
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certify that this addendum was prepared by me or under my direct
. and that I am a duly licensed Architect under the laws of the State of
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Occu pant load per flCI Q.f."lU""'Il1ooi. 100~,1)
Based on 200 slof gross unit space'" 90 peaptelfloor
El!:it Wldtl1-"'ilJ.<ir':11abla 1004) .-~.-.,:~
Leyel---- 90 x .2'" 1 B'
SI13II'--- 00 x .3= 27" , ".~. '.-+..
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dOll~n"" 15 9~1',
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n.. SoP1h Corrld"r dl6lall~ OOI\\.,"rr e1i1s Is amlal or 144', Hall [JIB r
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TAlilLE 101M INDICA'I'ES THA 1 ~N Pi SPRINKLEIIHIOJLlNG THE
M&t 11l'A\i'EL l)J$TANCd:: "LLOWEO TO Alii EKl1' IS Ua', THill
!JUI nlNG MIlETS llW..r OTANDAfU). . " ,
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LIFE SAFETY PLAN (TYPICAL FLOOR) .-_.....>._-~_.._-" .--~---_._---.- -,-----.~- ~
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CAPE CANAVERAL COUTRY INNS & SU'TES l.~~
O:'!/.;j(l./1l4 J.#.l,! 15:42 FAX I4J 010
iSECTION 0&710
DOOR HARDWARE I
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PART i-GENERAL .....
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including General and Supplementary Condj,ions and
Division 1 Specification Sections, apply TO this Section.
1.2 SlTh1MAR Y
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A. This section includes the following;
1 Furnish door hardware (for hollow metal, wood and aluminum dcors) specified herein, listed in the
L
hardware schedule, and/or rcquir~d by the drawings.
1. v.'hi:!,e items of hardware are not definitely orcorrectJy specified and is required for the intend,;d
service, such omission., error or other discrepancy should be directed to the Architect prior to the bid
date for c+arification by addendllm. Otherwise furnish such items in the type and quantity
established 1!Y this s~~-Wcation for the appropriate service intended.
. . .
. I
B. Related Sections. include.the following:
1. Finish Cmpcntry: '.Section 06200 I I
2. Hollow Metal Doors'ood Frames:. Section 08110
3. Wood Doors: Section 08210
4. Aluminum. Entrances and Store :f.'ronts: Secrion 08410; All hardware for Aluminum Doors 1:0 be
furnish by Section 08710 except weatherstriD_
5. Electrical: Division 16 :
1.3 REFERENCES
A. BMHA - Recommended locations for Builders' Hardware.
B. NFP A 80 - Standards for Fire Doors ailC Windows.
C. NFPA 101 - Code for Safety to Life :from Fire in Buildings and Stroctw-es.
D. UL - Building Material Directory.
1.4 SUBVllTTALS
A. Submit 5 copies of a detaiied hardware schedule under the provisions of Division 1 Section "Submittal
Procedures".
1. The schedule will be prepar~d Mder the direct supervision of a registered Architectural Hardware
("Xlnsultafit (ARC) employed by the hardware: di$tributor. The hardware schedule to be signed and
embossed with the DUl certi.:fication seal of the supervising AHe. The supervising ABC shall
attend any meeting related to the project when requested by me lltchitect.
2, Utilize the vertical format of scneduling and .tbc pri:lctices outlined by the DOQr and Hardware
Institute (DHl).Confldemla! Past: 1 9/3012004
3. Include documentation for UL 1 DC or otlter il.vproved testing agency stating hardware has passed
UBC Standard 7-2.
I
i
Country inns & Suites, Cape Canaveral, Florida 1
i 08710-
I
IJ.~I/ :JI)/04 nil! 15; 'i ;;: tAX I4J I) 11
R Submit a keying schedule for review based on a approved hardware schedule and a conference with the
owner's representative.
C. Submit s!lJ.Llples when reque&ted by tbeArchitect for approval in the specified finish.
D. Templates and approved hardware schedule to be furnished to each door and frame fabricator as
required.
1.5 QUALITY ASSURA-NCE
A. Furnish products of only one manufactUrer for each type of hardware unless specified otherwise"
:
B. All suhlnirrals milS! be submitted in ~rriting prior to bid and include product information along with
rea.~Ol1 for changing from the m.ini1lium staodards set by Carlson Properties. Substitution will be
approved by Robert Ruhland at 651-731-7127, Fax: 651-735-1800.
C. Properties not furnished by TCH Co. Will ~ in~pected for compliance by a local Ingersoll Rand rep.
i
D. Provide hardware tested aud listed by Underwriters Labora.tories.
E. Proyjde hardware for rue-rated openings conformingto FBC Standard.
,
F. Provide hardware for me.rated openings confonning in compliance with NFPA 801995 Edition.
L6 DELIVERY, STORAGE AND HAJ:\.'DLING
A. Deliv~r, store and handle ]n accordance with Division 1 Section "Product Requirements". Mark original
containers to correspond with the approved hardware schedule for the installation location.
S. Receive, inventory and store hardware in a secured and dry environment. protect against !o~~ and
damage.
C. Report shortages to the Architect and hardware supplier immediately after recdpt of ma.terial at the job
tilte.
D. General Contractor to contact TCE Co- for Carlson Company volll..-rne negotiated pricing.
1. Contact information:
a. Robert Ruhland, AHC 1-800.747-1980 Direct 651-731-7317
PART 2 - PRODUCTS
2.1 ACCEPT ABLE r.1ANUFACTURBRS
PRODUCTS SPECIFIED ACCEPTABLE
1. Butt Hinges lves Hager, PBB,Stanley
2" Flush Bolts Ives No Substitution
3- Exit Devices VOIl Duprm No Substitution
4, Locks and Latches Schlage No Sub5titution
5. Pulls, Pusb Bars, lves Hiawatha
PushIPull Plates
6. Coordinators Ives No Substitution
7. Closers LCN No Substitution
8. Protective Plates lve:> Hiawatha
9. Overhead Stops GIynn-J ohnson No Substitution
10. Wall Stops lves DON~JO
Country inns & Suites, Cape Cqf1averal, Florida 2
08710-
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II. Mil.gnetic Hold OperJS LCN Dorma
! 2. Thresholds, Sweeps, Reese Pemko, NGP
weath~fstrips, G?..skets
13. Key Cabinets Lund Key Controls, Telkee
2.2 BU1T HINGES
A. AccepTable manufacturers 1md respective eamlng numbers:
Jy~ Hager [,tmlJey PPB
L SPBl 1279 F179 PBgl
2_. :SBBl BB1279 FBB179 BR81
3. SBB 1 630 BB1191 FBB19l BB21
4. 5BBIHW BE 1168 FBBl6S 4B81
5. 5BBIHW 630 B13l199 FBB 199 4621
R Furnish the following binge quantities for each door leaf.
L 3 hinges fur doors up to 90 inches.
2. 1 additional hiuge for every 30 inch on door!> oyer 90 inches.
3. 4 hinges for Dutch door applications.
C. Weight arId Type:
1. Standard weIght plain bearitlg hinge 5PBI for ,interior openings through 36 inches wide withQut a
door closer.
L Standard weight: ball bearing ltiJige 58Bl for interior opening over 36 through 40 :inches ;.vide
without a. door doser, and for interor openings through 40 inch.:;:> wide .with a door closer.
3. Heavyv,'eight: 4 ball beariJig hinge .5BBIHW for interior openings over 40 ulI;hes wide, aDd for all
vestibule doors. i
4. Heavyweight 4 hall beml1g hinge SBBIHW630 for exterior openings unless otherwise listed in
groups.
5. Butts fur lockable doers opening, out\>,rard shall have non-removable pm (NRF); other butts shall
r,ave non-rising pins,
D. Size: Furnish doors with the following:
L 1-3/4 inch Doors 4-1I2 inch by 4-1/2"
E. Provide proper butt width to clear trim and allow fu11180 degree swing,
F. Butts shall have flat bottom tips; unless, otberwise noted in hardware groups.
2.3 FLUSH BOLTS AND DUST PROOF STRIKES
I
A. Acceptable miluufacrurers and resp~c.tive catalog numbers:
Jve.tl. No Substitution
L FB458
Z. FB31P
3-~ FB41P
4. FB5lP
5. FB61P
6. DP2
B. Furnish dUiltproof strike DP2 for bottom. bolt
2A EXIT DEVICES
A. Acceptable manufacturers and re.pective catalog nu.mbers:
Country inns & Suitl"-s, Cape C~navelaJ, fiorid<l 3
, 08710-
l)~l/:JO/04 THU 15:43 FAX I4J I) 13
Yon Duprin No Substitution
l. 99 Series
,
B. Types, f'uoctiol1s and ratings shall have:dMdlocking l~tch bolts.
I
C. Surface ll,pplied strikes shall be roller type unless otherwise noted in groups.
D. Devices to be equipped with a sound dampening feature to reduce touch pad .return noise.
E, On full glass doors there shall he no eXposed fasteners on the back of the mechanism visible through the
glass.
F. Provide thru bolts as required.
G. Devices shall be the prod.uct of 1 manufactu.rer.
B. Exit device5 specified "LBR" are to be supplied with surface vertical rods with "Less Bottom Rod"
(LBR) and no strikes installed on the flpor.
L Hollow metal removable !l1ulHons sba1~ be keyed and.removed by a standard mortise cylinder.
I
J. fuit devices that are supplied with levers shall match IDm design of locks and latches.
2.5 LOCKS AND LA TeHES
A. Acceptable manufacturers and respectiye catalog numbers:
~ No Substitution
L D Series Sparta I
i
13. Fumi$h lock types and functions speclfled in the hardware schedule, with the following provlslo,tls:
L Backsets: 2-3/4 inch
2. Strikes;
2., Wrought hox type for!:.'w i11active leaf of pairs ofWOQd doors, and wood fmrnes,
b. ANSI A 115 _2 type for hollow metal. doors and frames.
c. Lip length sufficient to protect trim, frame and inactive leaf.
C. Furnish knurled lock lever handles on doors to stairs (exit stairs not included) loading platforms, stages,
boiler rooms, and other hazardow.s locatio.ns. Applied tape is not allowed on levers.
2.6 PULLS, PUSHBARS, PUSHlPULL PLATES
,
A. Aoceprable manufacturers and respective catalog l1u.mbels:
lvej
L linch diameter straight pilll 8103EZ
2. 1 inch diameter pushhar and pull 9103EZ
3. PushlPull Plate 8200 4- xH!
4. Pull 8102-8
B. Length of push bars shall be sufficient: to mount each end on center of stile. Pugh bars On !lush doors
shall b~ 3 inches less than door width; Mount all pu.h bars and pulls back to back ..nth shoulder bolts
and set screw. Set screw to be on the inside.
2.i COORDINATORS
A. At;:ceptable manufacturers and respective catalog numbers:
Country ll'ins & Suites, Cape Canaveral, Florida 4
08710..
U~I/;jO/04 THU 15:44 FAX l(l]014
lves No Substitution
1. COR
It Furnish a COR series coordinator feri labeled pairg of doors equipped with. autumatic flush bolts and
those with vertical rod / mortise lock fIfe exit device combinations with overlapping astragals.
C. Furnish filler bars to fiD the complete iopening 'lVidtl1, closer rnmmting brackets, carry OOrs, and s~ial
preparation for top latches where appliCable.
2.8 CLOSERS
A. Acceptable manufacturers llud respecti~e catalog m.lIIl.ber~:
LCN i NQ..SubstjtutioJi
1. 4011/4111 EDA
2. 1461FCIP1461FC
B. Closers shiill use high strength cast iron cylinders lilld 1 piece forged steel pistons.
I
C. Closers shall utilize a srable fluid withstanding temperature range of + 120deg F to -30deg F without
seasonal adjustment of closer s.:peed to properly close the door. Closers for fIre-rated doors shall be
provided Vi-itb temperature stabilizing fluid that oomphes with standards UBe 7-2 (1997) and ULlOC.
P. Beavy duty closers shall have field adjustable spring power that at the low end is capahle of meeting
A.DA requirements, and at the high e~ is capable of controlling OJ 44 inch exterior door.
E. Furnish complete with :mQunting brackets, drop plates, special shoes, and thru bolm as may be required
by the door and frame conditions,. .
F. Provide door closers fot labeled doors,'w'hether called for in the hardware groups 01- IlOt.
G. Install closers on the room side of corridor doors, stair side of stairways and inrerior side of exterior
doors. I
11. Closers shall be the proouct or 1 manufacturer.
2_9 KTCK PLATES AND MOP PLATES
A. Furnish protective plates as specified in hardware groups.
B. Kick plates shaH be 10 inch high and 2 inch LDW (less door width). Ex.cept panel doors shall be 1" less
bottom rail height. .
C. Mop plates shall be 4 inch high 8-TJ.d 2 1p.ch LDW (less door width).
I
D. Thickness to be (16 gauge) 0.050 inch Dull Brass.
E. Plates shaH have countersunk holes and beveled (all four) edges.
2.10 OVERHEAD STOPS
A. Acceptable manufacturers and respective catalog ntunbers:
Glynn.Jo~sQn ND Substitution
1. GJ90 Series
2. 01100 Series
3. GJ450 Series
Country Inns & S~ltes, Cape CanaveraL Florida 5
0871 0-
09/30/04 THU 15:44 FAX !4J 015
R Furnish 01450 series overhead stop fur doors equipped with regular arm surrace type closers that swing
more than 14.0 degrees before striking a wall, for doors that open against equipment, casework,
sidelights, or other objoots that woul~ make wan bumpers inappropriate, and as specified in bardware
groups.
, ,
C, FurrJsh sex bolt attachmeHt.s fOf wood and mineral core doon; unless doors are supplied with proper
reinforcing blocks.
2,11 WALL STOPS AND HOLDERS
A" Acceptable manufacturers and respective catalog numbers:
ryes No Substitution
1. WS407CVX
2. WS407CCV
3. WSIIX
4. WS40
B. Whefe wall stops are not applicable, furnish overhead stops.
2.12 M.i\GNETIC HOLD OPENS
A. Provide types as listed in groups.
B. Acceptable manufacturers and respective catalog numbers;
LeN
1. SEM 7850
2. SEM 78.30
C Provide proper voltage and power consumption as required by Division 16.
I
D. Magnetic holder's housing and liImatu.r:e shan be COJlstructed of a die. cast zinc meeria!.
2.13 WEATHERSTRIP, THRESHOLDS, GASfETING
A. Acceptable manufacturers and respective catalog numbers:
~ National Gu.ard Ree$e
1. Thresholds: 171^ 425 5205A
2. Weatherstrip: 2891APK 70m"fA 755A
3. "'Head & Jamb Gasket: S880 2525 797B
4. Drip Cap: 346A 16A R201A
5. Swe~g: 18061CP B606A 964A
R \Vhere specified intbe hardware groups, furnish the above products unless otberwise derailed in grou.ps
C. *Furnish head/jamb ga"~kets and edg~ stile astragals for pairs, at fire labeled doors whether listed in
group or not Provide material based on passing UL lOC, use test standard 7-2.
D. Coordinate with door manufacturer th~ intumescent fu-e and smoke material for fue rated openmgs as
required by door and frame manufacturer to comply with HI. 10e, UBC test 7-2.
2.14 FINISHES A.'\.;n BASE MATERIALS
A. Except where indicated otherwise in the hardware grO"PS or herein, hardware finishes shall be applied
over base metals as specifi"d in the finish schedule th~t fonows.
Country Inns & Suites, Cape Canaveral, Florida 6
I 0871()"
lJH/JO/04 THU 15::15 FAX I4i 016
Finish Schedule:
HARDWARE ITEM ~..EINISH AND BASE .MA TERlAL
1. Butt Hinges
Exterior US4
Interior US4
2. Flush Bolts US4
3. Exit Devices US4
4. Loeb and Latches US4
5. Pulls 3.Dd Push Plates/Bars US4
6. Coordinators Prime painted or mill alum.
7. Closers Powder Coat aluminum
&. Protective Plates US4
9. Overhead Stops US4
10. WaU Stops and Holders US4
J 1. Thresholds Mill Aluminum
12. Weather-strip, Sw~r=ps Drip Caps. Aluminum Anodi2ed Gold
13. Magnetic Holders , Brass
14. Miscellaneous US4
2.15 KEYING
A. Key locksets and cylio.ders mto a new Schiage Everest Master Key System.
B. Furnish 3 change keys each lock, fLlrwsh 6 master keys each set. Furnish 6 grand master keys,
e, Provide keying as required by D'Wller'S,representative.
2.16 KEY CABINETS
A. Acceptable manufacturers and respective catalog numbers:
Lund Key Contr.w Telkee
1- 1200-l2D5 AA :M228-2480 RWC~AWC
2. FUITlish 1 mode11200 or 1205 AA key cabIneIwifu a capacity 1.5 times tbollumber of key sem.
PART 3 - EXECUTION
3.1 EXA.\flNATION
A. Ex.amine doors, frames, and related i~ems for conditions that would prevent the proper application of
finish hardwllre. Do not proceed UJ:1til:dcfc\;ts are corrected.
3.2 INSTALLATION
A. Before hardware installation, genedl contmcror/comtructiOI1 manager shall coordinate a hllId"W'Me
installation seminar with a 1 week notice to aU parties involved. The seminar is to be conducted on the
installation of hardwlke, specilicaily of looksets, closers, exit devices, continuous hinges and overhead
stOps. MarrufBcturer's representative of the above products to present seminar. Seminar to be held at the
job site and attended by Lllstallers of hardwan, (including low voltage hardware) for aluminum, hollow
rneraland wood doors. Training to include u.se of installation manuals, hardwlU"e schedule. templates and
physical products samples.
B. Install each hardware item. in strict compliance with the wll.l1ufacturer's printed instructions Wld
recollIDlimdations, using only fasteners supplied by or called for by manufacturer.
I
Country Inns & Slfite5, Cape Canaveral, Florida 7
0871 0-
09/30/04 Tl:W 15: 45 FAX [4J 01 i
C. Set units level, plumb and true to the line and location. Adjust lli'ld reinforce the attachment substrate as
necessary for proper installation and operation.
D. Install hardware on UL labeled openings in accordance with manufacturer's requirements to maintain the
label.
E. Install per door andlor frame manufacturer's supplemental "8" label inS/.l:"1..tctions on fire rated openings,
F. Mortise and cut to close tolerance and conceal eviden..::e of .::utting in the finished work.
G. Drill countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and
anchors in accord with indu.stry standards.
H. Mounting Heights
L Install hardware at mounting heights conforming to BMHA recommended mounting locations.
2. Install wall stops SOW apd 60W to engage levers md pulls.
3. Do not mount wall stops on casework, cabinet work or equipment.
I Deliver to the owner 1 complete set of inst:lJlation and adjustment inS!:ructi0I18, and tools as furnished
with the hllrdware:.
J. Inspection of Hardware and Installation: The hardware suppli~ and manufacturer'g representative
(Jocksets, closers, exit devices and overhead stops) shall visit the project fu"'ter all the hardware has been
installed and shall notify the Architect if there is any hardware that has not been installed correctly. The
Contractor and hardware supplier shall furnish the Architect with written certification to this effect.
Mtet the hardware is installed, the hardware supplier and rrnlllufacturer's rt,-Pillsentative shall meet with
the Owner to explain the functions, uses and maintenance of a.ll types of hardware installed.
! .
3.3 ADJUSTMENT AND CLEAN.lNG
A. At final completion, adjust and check ~ach operating item of hardware and each door to ensure proper
operation and function of every unit. Lubricate moving !;l&rt~ with type lubrication recommended by the
manufacturer.
B. R.eplace unit that cannot be adjusted ahd lubricated to operate freely ll.l1d smoothly as intended for the
application made.
C. Instruct O\lr'Iler'" personnel in the prope~ adjulimlents of the bardwllre.
D, Clean and restore hardwaTe to the original finish_
3.4 HARDWARE SCHEDULE
A. Furnish hardwareitilms in the amount indicated W11ess additional hardwaTe is required for a complete
and operable facility. Ensure completeness, proper function and proper appllcation of hardware for each
door.
HW SE.T: C 1
HINGES AS REQUIR.Ep
1 EA EXIT DEVICE EL99NL VON
Country Inns 11 $u!tes, Cape Canaverai, Florida 8
08710-
09/30/04 THU 15:46 FAX ~OlS
I EA C....'LTNDER r~l'rgRCHANGEABLE CORE
1 EA SlJ'RF ACE CLOSER 4lH SCNS LCN
I BA SWEEI' REf;:
1 SA THRESHOLD REE
1 EA WEA THERSTlUP REE
1 SA POWER SUl'PL Y P$$7J-Z VON
1 EA POWER TRANSfBR EPT2 YON
CARD READER l3V OWNER
HW SET: OZ
HINGES AS RE:QUIRii:D
1 fA EX!r ALARM 2670 i VON
1 EA CYLrNDER lNTERQlA."lGEA.'BLE CORE
I
1 BA SURFACE CLOSER 41)1 CNSSRI LCN
1 EA SWEEP REE
1 EA THRESHOfrO REE
I EA WEATHERSTRIP REE
HW SST; 03
HINGES AS REQUIRED
1 EA PASSAGE L<\tCH DIO SCR
1 EA StmFAClO CLOSER 1461 LCN
1 I'A KICK PLATE IVE
1 EA STOP
1 SET GASKETiNG
H'W SET: Q.4
aINqEs AS REQUIRED
1 EA CLASSROOM LOCK. 070 i seM
I
1 IV. SURFACE CLOSER 1461 CNS LeN
1 EA lUCK PI-ATE IVE
I SET (iASKETING
HW SET: 05
HINGES AS REQUIRED
1 EA CLASSROOM LOCK DlO SCll
1 EA SURFACE CLOSER 1461 i LeN
1 EA KICK I'LA TE IVE
1 BA STOP
FROVIDE GASKETrNG AT RATED O!'ENrNGS
HW SET: 06
HrNGBSASREQLlRED
1 SA CLASSROOM LOCK DlO i SCH
j SA STOP
HW SET: 07
HINGES AS REQUIRED
Country inns & Suites, Cape Canaveral, Florida 9
08710-
lJH/:JO/04 THlI 15: 46 FAX ldJ 019
1 R!l,. PASSAGE LATCH D10 SCli
I EA OVERHEAP HOLDER 900H, CLY
HW SET: 08
HINGES AS REQUIRED
1 fA PASSAGE LATeR PHI SCR
I EA. STOI'
HW SET, 09
HlNGES AS REQLTJREP
1 EA STOREROOM LOCK Pi50 8m
1 EA SURFACE CLOSER 1461 CNS LCN
) EA KlCKPLATE TVE
PR.QVIDS GASKIlTlNG AT RATED OJ>Th'INGS
PROVIDE SRl COATING ON CLOSER IN POOL AREA
HW SET, 10
HINGES AS REQDlRED
1 EA F ASSAGE LATCH DlD ' SCH
1 EA 5UR.fACF. CLOSER 1461 LCN
1 EA KlCK PLATE !VB
1 EA MAGNETIC HOLD-OPEN SEM 7&$0 LCN
1 SET OASKETING
HW SET: 1 j
HlNG;ES AS R.EQUIRED
1 SA ACCESS CONTROL LK ACCESS CONTROL BY OWNER
1 !!A SURF ACE CLOSER 1461 LCN
I EA KICK PLATE IVEt
1 BA STal'
1 SET GABKETING
PROVlPE SRJ COATING ON CLOSER IN rOOL AREA
HWSET: 11
IDNG1ES AS REQllIRED
I BA STOREROOM LOCK D80 SCR
1 EA SlJRl'ACE CLOSER 1461 LCN
1 EA KICK PLATE IVE
1 I'A STOP
PROVIDE GASKETING AT RATED Ol'EJ-.'lNGS
HWSET: 13
HING~S AS REQUIRED
i EA l'RlVJ\CY LOCK 040 SCH
, EA- STOP
.
Counti)i lrins & Suites, Cape Canaverai, Fiorida 10
0871 ().
n_,*._.". --.-.....
NOTE: All bathrooms to have split :finis~ US4 outside and US26D inside.
HW SET: 14
HINGES AS REQUIRED
[ SET FLUSH BOLT FE4511 IVE
1 EA DUST PROOF STRIK.b PP2 IVE
) fA CLASSROOM LOCK 1:no SCH
2 EA O\'ERflEM> STOP 4.501' GLY
HW SET: 15
HiNqgS AS REQUIRED
1 EA. STOREROOM LOCK DSO! 8m
I
I EA STOP
HWSET: 16
l:IINCiES AS REQUiRED
1 EA ACCESS CONTT<OL LK ACCESS CONTROL BY OWk"'ER
1 SA SURFACE CLOSER mr LeN
1 EA KICK PL.A TE lYE
1 EA STOP
I SET GASKETING
1 EA POOR GUARD 4&2 IVE
1 EA DOOK VIBW8R 69~ ! IVE
HW SET: 17
HINDES AS REQt.JlRED
1 fA l'RIV ACY LOCK AlAe SCH
1 EA STOP
I
NOTE: All bathrOOl:l1il to have split finisp. US4 outside and US26D inside.
Country Inns & Suites, Cape Canaveral, Florida 11
0&71 G.
09/:3U/04 TfiU 15: '17 FAX I4J 020
1;)1:,\; lION .UZ'ltill
SOIL TREATMENT
-
..-.....
1. GENERAl
"
1.1. SUMMARY
A. Section Includes:
i. Sublflrnlnean tilrmite prevenllon treatment of soil areas scheduled 10 receive new construction.
2. Subterranean termite prevention treatment of new collsltuc:tion in progress.
1.2. SUBMITTAlS
,
A. Proouct Data: SUbmit product label or acoompanying labeling in acoordance wilh Ille Federnllnsecmde. Fungicide,
and Roden~Act
B. Quality CalbcI Submittals:
1. Ceriificatss: Evidence ofinstallef"s au1horizalion ill apply plOduds under app6cable stale and local law .
2. Manufacll.Jref's instructions: Submit manufacture(s dirac!ions for use.
C. CoolJact Closeout SUbmlltals:
1- ProJeCI. !'$COm documents:
a. SUbmit a c:Mificsie signed by insJaDer and comractor staling that treatment has been apWJd in
accordance with d/C8ble goveming regulations and in acrorr:Jance with this specification.
b. ' lnco1pl'H'ate info tlwcerllficateor attach therelo a.pian drawing indicating adlJat application
klcaliollS and, for each locaIion, ooting meihods and Tatas of application and including typical
--. ~ (J( d&tails- where rt~ssal)' fof darity.
O. Warranty.
.~".
1.3. QUAliTY ASSURANCE
A. Installer Qualifications:
1. Ucensec! to Instal specified ploducts in the state in which fue project is located and in the local jurisdiction.
2. A company installing produ~ of this moo and whose iflslallallol'ls ha\JEl performed in a satisfaeby
manner under colJllarable oonditions for a period 9f 5 years.
!
B. RegulalOry R.equiremtlf1ts:
1- CoInplywlth applicable pesticide reguiaiions of lhe slate in which !he project is 1ol~3led.
2- Comply wiIh spplleable local ~tlc!ae regulations.
1.4. W~TY
A. Spadal Warranty:
,
1- SUbmit inslallet's warranty against infestallon of treated areas_
2. Warranty shall not reduoo or otlerNise limit any other rights to crnection which the owner may hlBB under
the contrad: documents.
3. WElmflty period; 5 yea"S.
,
B. Com!dion during !he 'IIIalTarlty pel'lod shall include not less thai. !he f!'JUowtlg:
1- RemlmMt of area$ in which evidence of infestation is alSCO\lered.
2. Repairing. palching. removing, and reinstalling of bUlldlng materials and soil matenals when lIe<<$ssary to
~. faciitate relreatment following infestelt!on.
3. Restoration, repar, CJl ~t of blJalc1i!'\g ma!e!i.als (indudirlg permanent fix'JJl'es} that become
damaged by siJbtartanean tefmiltis. .
02100-1
---,~~-- -- -
--- .--- - -- -
...--...
09/30/04 THU 15:47 FAX I4i 021
NOTE: All bathrooms to have split finish, US4 outside and US26D inside.
HW SET: 14
HINDES AS REQUIRED
1 SET fWSH aOLT FB458 IVE
1 EA OUST PROOF STRIKE DP2 lYE
1 EA CLASSROOM LOCK D70 SCH
:2 EA QV.t;.IlHEAP STO], 45DF GLl'
HW SET: 15
HlNGES AS REQUIRED
1 EA STOlU1.ROOM LOCK D80 i SCH
1 ,SA STO!,
HW SlIT: 16 i
HJNGES AS REQUIRED
1 EA ACCESS CONTROL LK ACCESS CONTROl..- BY OWNER
, fA SURFACE CLOSER 137\ LCN
,
, EA K1CK PLATE IVE
1 EA STOP
1 SET GASKETING
1 EA DOOR GUARD 482 I\IE
! EA OOOfl. VIEWER 69B IVE
HW S.8r: 17
HINGES AS REQUIRED
fA PRlY ACY LOCK: AIAd SCH
1 EA STOP
NOTE: All bathrooms to have split finish, US4 outside and US26D inside.
CQuntry Inns & S~ite$, Cape Canaveral, Florida 11
06710-
09/30/04 THU 15:48 FAX [4] 022
SEC;rION-02200
sat TREATMENT
C. Transferability: VIItliIe in forre, warranly shan ~ fuay transferrable kl subsequent owners.
--
- . 2.- PRODUCTS
2.1. TERMITICIDE
A Registered \\Iilh t1e United $1ates En~ Prolectioo Agency (EPA) u use as a lem1iicida under concitions
ofusePl'ewilingatlfle~_. .
B. RegSlesed with !he appir;abje 81lihl:JrlIles inlhel stale in wh.ich Ihe project is local.ecl and Witlllocal governing
authorities, as applicable fur use as a termiticlde under conditions of use prevafll1g mitis. projecl site.
C. . Products: Provide one of.hi killcWing:
t Duisban Tc.
3. EXECUTION
3.t APPlICA T!ON
A. Apply fE:tmilidl:'!a in $triot a(XlOroance with maniliadurel"s inslruclions.
B. App!y1enniticide alltIe~ recommen~ appfication rates f<lrlhe respectrva areas to be treated Md methods
of treaiment used.
~",,-..r' C. Treat Itta ootire Sfrucl1Jre. Do not leave any portion untreated. . .
..
O. Sclledule lreal:ment or new conslruc:!lon 1D oo:ur when \realmlmt may be appied ciredfy to !he soils and surfaces 10
be treated, and prior to their concealment witt suOOequent conslruclloo.
. ,
3.2. ClEANING
A. Do not allow c:ootaminafion of stlfaces not intended to be lJeated. Fofto'll manufaclurer's inslructions to completely
remove chemlcallitm smaces shook! cootamitatlon oca.Ir.
B. Remove m ~th the stnIdlJre a'Iy cellulosic maiBrial, wood that is not pressu(&.~ naiad, and
debris. Do not allow oon-pressure-preservativ~ lre:8ted wood In contact wilh or Fl:'lilIaitl pfmimale to sol.
END OF SECTION 022B0
.......... '.'
.--
0"80-2
HJ( IJ 'ifl)'i lllllj~ 1)!j:.I..I. rlU. .._-~--_..".,"- i4J 001
!
~
m ~ ~ 6'~
: architects &, planners ~
: "eo Wot,_ Ro"" """ "k" UN 55355.9419 - /~
,95~_"76_44~4. FOIl< 902.476.5863 . nw@weberarchitecls.com ~
TRANSMITTAL:
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FROM: WeberArchitects ~Planner$ I
,-- . _~UBJIO~T; ~~t t~.. i
!. . i I
! J ;
WETRANSMIT THE FOLLOWING~ i '
IWt ~~~JJ1'Mt tr':-~ ~
::rit~~~~~'~.~J~
J tf:t.~!~I~re~
M lI1f:t(. ,
INSTRUCTIONS:
. - .. 71u'/wt.A. '
- .-..--.
Neil Weber, AlA
Weber Architects & Planners
[ ! ~ ,~~~)
,([tq
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_._ ..._.....u"......_._...._...,. '.
.,........, - _.u."._..,.,.....,.. i~)J1rrl
II
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!
10/04/04 ~lON 06: 24 FAX I4J 025
~ A~ 1l' ~ MfcUO
CAPE CA\JAVERAJJ VOLQNTEER FIRE DEB\KL~'{ENT: INC,
","'~I?..:i!Ig In,: d Iy 0( t:-l!Ji: L"1Jl.il"l..'lTO / e DUHfClcTiIi t' fJJT ., [WI WilY
~ ..,---...... .........,..
! '\an RL"'Vkw
T,c . rodd \,fvr!cv. Bu'iIJing. Offh.:iul ·
.. ,
l-wm: Sll.;lnTlOl1l'vkN.:tlly. Fire Insp~clpr
JOhli J.. Clmningh::.mL iHH.. fiR' Chj.;:f
Re: C~)untr'y lTlus ~nd Suih:.:s flt;7 - 5" f.,.....:5t~ j ( ":4t4)
(:nO;C;lfl.lctjnn Pla1l5
Dal.;;-; (1)l/13/04
- ~, ~.-
W..: have r.:.....j~w..-:..i l.h~ plans and have !tht [i:.lluwing trJ!'lim~nls.
1. Urdldin~ lOLlt (lr m(}fL:: stl'1rie~ ii" hcigJit :,:h.\!l b..: pruvided \'-1 ~h;j :H::unv:JY In th,,-
rch)f. rile 1008.
..., Provide lln.: waU details .,-dth ~H. r.ltillg~ - NfPA !Ol 2K"2.2.12.
~-
" Provide more ~-pecit!c SI.illH.iqail- \lFP A HH 7,2.2.
.:J..
4. I~r<>vidc eI1H~''l'~cnc-y CV:J.I:u.a11ua tm~rs/l'Jktns In C~14;h !<<It.,rn - NFI'."!\. tfll 28_ 7.4.,
:). Provi<<:k ImsMaullJry dmtc- d~t:J.ib - NFP A 1 I) I 28-5.4.
6, J~rovid~ lllo!"cl'\1}Ccitic fite d....ur detail;:; and ill.:: lucarlno - NfPA I Ul k.2..1.~.I.
7_ Pnlvidc one huur fire T;.ning tor <In c..",,[[ ,-~.')rrid:(lJ5. {Glass inchIdeJ) . N FPA lH1
2R ..2.2.1.2.
it Provide inli.lnnation <<in !Hcl)la'::t:: (Gas (~r cleclri" powcre.dl-
"J. $mllkc deteclurs shall I'>t." rm,,,jck-d in <:vcry goeS! mum, living 4r\::::!. .,mJ o:kcping
roum - NFP/\ 10 I 2K3.4.5.
10. 1\ll smokl..' dct~i,;ton> ","'iinin U SUlh_' .)f ,',\oms lTlUst be anangc-d rj).\f they all ahU111
lugclhc-l' - \IFPA Wl 9.6.2. HU.
11_ Prl'\'Ldc rni"j1nnation on all coc'-k-ing cquiprm:!nl in br<::..!da.<:;l an.',1 - N-FPA I (] I
9.1..3..
12. Fin..: I.:::\it .,-:.Irrkklfs sh~1! n;:.t 1:>1' p",nd.'3lcd hy .l.\' J~lcts unlr::;sa ["if': d~]mrtT i:;
ill.$talled - N [.l> A to I '-}.2.. L
l::L Ale ~ll)il1> ~h,*ll be r;;:m....\'cd fr';')ffi th..:- c-xit ;o":lJiT,,vdl$ .'lnd the: ';Xl1 :"lairwdb :~b.l!l
h<'lv~ !'1L' pcnelr~llion:$ NFPl\ 1(i 1 7, L3.::U ((:).
14 J";:ccJ consnu.:li.:.'o dcl.ni!~ tOj,:th<,: If tInt (:nrTY ,p\!I'w-Co..:hen:).
Phill J~~'\'i<!\\; j;~c i~ ~l-~ !(t!lnv..";;--- !02.7::;6::;j~:x .0]5 [lC:rs.C -..'t::;(;8AfIT~,Ti}1
'~l._-\rif ill .:: i !'-JO..l;\l:KSON;\\'E.r<llE . CAPI._C.\N,\Vj~I-L\l" n,uf{I['>;'\.;"-:'!1i1 . (.;Z1i7K;'-477i.. FAX:(.t~l, 71-\3-:;,'>'/:--;
:";';I'i"ll=: 0'.170 COLl '~JnL\. !-\I l\lJ . (:.AP!'~ I .'.,r'~:",T )<':.\! _. IT( )1-::11),"\ :;;2'(;;11 1\1 Ull i 'i.'l.).4-+!4 . VY\: [32!) 7K.:;-4~K7
HI/1.!4/lJ4 ~lOl'I (Hi; 23 fAX [4j 024
LINDELL ENGINEERING, INC.
341I KlliMERLANENORTH
PLYl\1PUTH, MN 55441
Pn01\'E: (763) 542~9163IFAX: (763) 542-9214
E-M.A1L:I info@liJlldelleng.com
i
24 Aug 04
Ms. Shannon McNally. Fire Inspector
10ft. John J. Cunningham. Asst. Fire Chief:
Cape Canaveral Volunteer Fire Department, Inc.
Station #1
190 Jackson Avenue
Cape Canaveral, FI. 32920
Subject: Country Inn & Suites
Dear Shannon McNally and J OM Cumring(1am;
The following is our response to your Fire Inspector plan review dated 13 Aug 04 for the above
referenced project
Fire Alarm
Item 9 Smoke detectors shall be provided in every guest room, living area and sleeping
room-NFPA 10128.3.4.5.
Response Smoke detectors shall be provided per NFPA 101 28.3.4.5. Refer to sheets E3.1,
E3.2. E3J. E3.4 dated 24-Au~-04.
Item 10 All smoke detectors within a suite of rooms must be arrange that they all alarm
together- NFPA 101 9.6.2.10.3.
Response The fIre alarm system shall be programmed so that sounder base smoke detectors
within a suite of rooms shall sound simultaneously. Refer to sheets E3.1, E3.2,
E3.3, and E3,4 dated 24-Aug':04.
If you have any additional questions or comments, please notify us.
Sincerely.
Jh ( /l----
Troy Adams
TNcjn
Cc: Mr. Todd Morley, City of Cape Canaveral Building Offical
.___J.v/!-'~(I)'i._ _ !11!-!1~__ lJ.~., ;;:;J t_!l-~ !ltJ 023
\YAV1 ~ 6m
31"'chftaets & planner$
228G Watertown Road, Long Lake, MN 55356-9419
952.471\.4434. Fax 952.476.5863 . nw@weberarchitects.com
14 September 2004
To: Todd Money, Building Official
City of Cape Canaveral
. From: Neil. Weber, AlA
/};;; A"chiiects & Planners
~WtAv- . .-.
Ce. Shannon McNally, Fire Inspector
John J Cunningham, Asst. Fire Chief
RE: Code Review Letter of 11 AU9IJst 2004
This letter addresses the items list~d in the above referenced letter. If there is
any additional questions please lef us know.
-Item; i
1. Stair B has been revised to show stair extending to roof as requested.
2. Fire wall details and UL ratings are shown on Sheet A5.1as requested.
3. Stair details and dimensions have been added to Sheet A4.1 and
additional dimensions have been added to plans $howingexitwidth;
Additional details are shown on Sheet 87. Life Saf~ty Plan has been.
.added showing exit distanc~s. .
4. Emergency evacuation plsFls will be done and added to each rOOm prior to
occupancy.
5. Trash and laundry chutes hrve been eliminated from plan.
6. Door and frame details and 'ratings have.been shown on Sheet Ai.7.
7. One hour.rated corridors are shown on plan sheets and relate to UL rated
wall shown on Sheet A5.1. (Corridor walls to be UL 46~1 hour rated)
8. Fireplace to be used to be q HeatilatorSilhouette ModeISILH60E.... 110
. volt non vented decorative fireplace. Contractor shail submit product
_information for. final approv/:'4l.
. 9. Addressed in Mechanical Addendum.
10.. Addressed ih Mechanical Addendum.
.11. No cooking equipment is used on this job.
12. Fire exit-corridors are provided with fire dampers as required ....see
mechanical drawings.
13. There are no AC units pro~ided in exit stairwells. Stairs do not have-
penetrations.
14. Porte Cochere details are shown on Sheets A3.3, A4.1. 81, 82, 85. and
.S7. .
~~lt~l~ tJ I) ; "" t'lLi l4J 022
.LVI !j't.i 'Jq
SEC'rlON :..02200
sol! TREATMENT .
C. transferability: While in force, warranty shall be fully lransmable k:l subsequent owners"
. """,.' 2. PRODUCTS
2.t TERMITlCIDE
A Ragislefed 'With !he United Slates ~JlWonmental Prntedion Agehcy (EPA) for f.lSf!i as a temlilicide under c:oncilions
of use ~TIlg af the project site.
e. Rsgisl:&red With the applicable 3ulhl.lrilies foLie ~le " which the rxn.ied is located and with local goveming
au1horlt!es, as applicable for use as a temllame under condilions Of use preWlllng at the project site.
C. . Produc$: Provide <<Ie of the foIowing:
1- Dursban T c.
3. 'EXECUTJON
3.1. APPlICATION
A Apply terml!fooe In sl1ict aa:ordance wiIti manUfaaW~(s In.slruction::1l.
B. Apply termflidde at the maximum re:comlrel1oed application ICltes mrlhe ~e areas to be !mated and melhods
of ~t used.
C. Treat the ennre structure. Do flot leave any porliOI'l untreated. ',-"
'-J
..
D. SchedUle lreaIment of new ~ b occur when treatment may be ~ diiedly in tha soils ana surfaces to
be treated, and prior to their concsaimGllt with siJbsequent con~.
3.2. ctfANlNG
A Do not allow COI'ltamInaliOn of wrfaces not in~ 10 be treated. FaIow manufa:lurers instructioos to completely
rElI"l'\O'I8 dlemical from $Uriaces should lXifItamltiatlOn oetlJr.
a. Remove frcrn beflealh the ~ any C!IuJaalc material, \iIIClod hlt is not pres:sure-presaiValive \m.atBd, and
debris. Do not allow non.pi'iSSlt~iYe treated wood fuCOnm with or remain ~te to solI.
END ~ SECTION 022S0
-.- -~
-r-
0228().2
.l1J/t);:J:/U.:t n1Uj~ 1Jl!:;;:Z l"iU. l4i021
::it:L; ! IUN -1JG..-'&J
, SOIL T~TMENi
.
............,
1. GENERAL
~,.,.. 1,t SUMMARY
A. section Includes:
1. Subtam\nean letmltfS pl'1iWtmlion trealment of !5Q1I areas scheduled to receive new construction.
2. Subloo'anean termite prevenfio.l tmalment of new OOI1$tmtlloo in progress.
1.2. SUaMlTTAlS
A ProWct Data: Submit product label or ~panying labeung in ac:oordance wifu lhe Federallnseclicide. Fungicide,
and ~1lt'iciElfJAet "
B. Quality Control SubmitlLll5;
1. Certificslfls: Evidence Of installers authOOlal:ion to apply products under appflCable state and loOO law.
2. . Manufaclurer's Instruclloos: Sttlmlt manufadllmr's dil'Bdions p- use.
C. Contract Closeout SubmIttals:
1. Project record dOCl.lmmnts:
a. Submit 8 ceriifi:atesigned by insta/18f and contractorstating that treatment hat been applied ill
~ with applic8i:.i!e governing regufatfon$ and in accordance with Ws specificat1011.
b. ' IncofpOmte into ,.: wrtlifcR or attach thereto e plan drl!t.tlling indir;ating ootual appTicaliDn
locations and, for aadl foca6on. ootinu rneihods and iates of applfcatiJn and iflCludlng typical
-- ,sections Of details where lJ6re5S8ty fbralarity.
D. Warranty.
". ~".
1.3. ClUALITY ASSURANCE:
A. Illstaller Qurirtkiallons: .
. 1. Ucensed 10 install speci5ed products ill the stale in 'M'lIcJJ Ifl~ project is located and in the local juri:iciction.
2. A oompany inslalllng producls of lhis section and whose installatioos have perbmed in a satlsfaclory
manner IJ1der comparable OOIIcfiUona for a period 9f 5 yaal1l.
.R Regulatory RequlIements:
1. Comply with applicable peslit:kle regulations offue stale in which the projecl kilocated.
2- Comply wirll applicable loca1 pelStkide regulalXms.
,
1.4. WARRAJIJlY
A. Special Warmnty:
1- Submit instaUets warranly against infestanonollllilateclareas.
2. Warranty shall not l'educ:e rx O~rwise lmit any other rights to a:neclion which ltle owner may tia"liEl under
llle CCI1lract documents. .
3. Warrani)' period: 5 years.
n CulTOOOOl1 dui'Uig1ha ~ty period sh~ lndude not leSs lhat the fullowing:
.....
. 1. Rell'aabnenl:darnas in whld'I evidenc:eof Infestation is disCClIJ8red.
2. Repairing. pafl:::hlng, remoYlng. a1d ~in$~1in9 Of buikiing materials and 50il malerials when necessary to
,"-"" facilitate rWeatment following Infestation.
3. RwWlion, Tepai'. o.r repl~t of buiding materials Ol'lduding permanent times) Iflat become
damaged by subterranean lsrinltes, "
02280-1
III 020
.1. ~.I / ~'"':II: l ~.~ "1: ~',J.l.~ ~, \) Ij " b;..L r .....L~..
NOTE:: AU bathrooms to have split finish US4 outs.ide and US26D inside.
fiW SET: 14
fllNGES AS REQUlIlED
1 S~'T FLUSH BOLT FB458 lYE
I BA DUST PROOF STRIKE Dr;;; IVE
1 E!A CLASSROOM LOCK DiO: SCB
2 EA. OV1':PJiEAD STOP 450f GLY
HW SET: 15
HINGES AS REQUlJUiD
1 M STOREROOM: LOCK DlIO SCH
1 EA STOP
HW SET: 16
ruNqES AS REQULltEP
I EA ACCESS CONTROL LK ACCESS CONTROL BY OW"ffiR
, EA SURFACE CLOSBR 1371 ; leN
.
1 EA KICK PLATE lYe:
1 SA STOP
1 SET GA$KETJNG
1 EA POOROUARD 4a2 lYE
1 1::1\ POOR VJEWER 6"~ rVE
HWSET: !7
HINGES AS REQUIRED
J EA PRIVACY LOCK .AL4i} seA
,
1 RA STOI'
NOTE: All bathrooms to have split finish US4 outside and US26D inside.
Country Inns & Suites, Cape Canaveral, Florida 11
08710-
~Ut,,;~f~ ,. lJ. (i : ";.1 l" ..'"1..1. [4J OH)
J..Uf t)"tl t)I":!:
1 EA PASSAGE LATCH 010 ' 5CH
1 EA OVERHEAD HOLDER 900H GLY
HW SET; 08
HINGES AS REQUIRED
I EA PASSAGe LATCH 010 : 8m
1 EA STOP
HW SET: 09
HINGES AS RpQUlfiliD
EA STOlU1ROOM LOCK PSG i 8eH
EA SURFACE CI.OSER 1461,CNS LCN
1 EA l{ICK j>("'A TE lve
PROVIDE GASKETING AT RAT:!;):) OPENINGS
PR.OVIDE SRI COATING ON CLOSER IN POOL AREA
HW SET: 10
HINGES AS REQUJRBD
I EA. PASSAGE LATCH DW sell
j E.A. SURF ACE CLOSER 1461 LeN
j EA KICK PLA1"e IVE
I EA MAGN"ETIC HOLD-OPEN SEM1B5(J LCN
J SlIT GASKET!:NO
mv SET: 11
HINGES AS REQUfRJ;iD
1 EA. ACCESS CONTROL LK ACCB.SS CONTROL. BY O\\'l'mk
I
1 EA SURFAce CLOSER 1461 ' LCN
1 EA KfCK PLATE IVE
I EA STOP
1 SET GASKETING
PROVIOE SRI C.OA TING ON CLOseR IN POOL AREA.
HW SET: 12
HINGES AS REQL'IR.Eo
1 EA STOREROOM LOCK PllO! 3eH
1 EA SURFACE CLOSER 1461' LCN
1 SA KiCk P.LATE lYE
1 EA 8'tOp
PROVIDE GASKETING AT RA TEO OPENINGS
HWSET: 13
HINGES AS REQ\JIRED
1 EA PF.....rvACY LOCK D40 i SCH
1 EA STOP
Country Inns &. Suites, Cape Canaveral, Florida 10
08710-
.J..,\-I/ .\l_."i: / lJ":I: ~~~~::~~~.,.tJ,Q,; J:,t) r..."iA [4)018
1 ]!A CYLrNDER INTERCHA."lGEAB!..E, CORE
1 EA SUR."'ACE CLOSER 4] 11 SCNS LCN
1 EA SWEEP REE
1 EA THRESHOLD REE
I EA WEATHERSTRW RBE
1 EA POWER SUPPL Y pss7i-2 VON
1 EA PO"~/ER TRA1lSFER Ern VON
CARD READER BY OWNeR
HWSET: 02
HfNGBS AS REQUIRED
] EA EXIT ALAR.\1 2670 VON
1 EA CYLINDER lNTE:RCHA:NOEAEll.E< CORE
1 EA SlJRF ACE CLOSER 4tll eNS SlU LeN
I EA SWEEP IlEa
1 fA THRESHOLD REE
I EA \IlEA THERS'tlUp REE
H\V BElT: 03
HINGEs AS RaQIJJRED
. I
1 EA PASSAGE LATCH ))1il I SCH
1 EA SURFACE CLOSER 1461 ' LeN
1 EA KlCK. PLA TB IVIl
1 EA STOP
1 SET OASKETING
HW SET: 04
HINGES AS ReqUIRED
] EA CLASSROOM UlCK D70 sen
1 EA SURF ACE CLOSER 1461 eNS LeN
I EA KlCK fiLA TE i IVE
1 Sl1:T GASKETlNG
HW SET: 05
HlNGES AS REQUIRED
1 EA CLASSROOM LOCK D70 5CH
1 SA SURFACE CLOSER. 1461 LCN
1 EA KICK PL....TE IVI;
1 liP. STOP
l'ltOYIDE GASlCETrNG AT RATED OPENINGS
HW SET: 06
HINGES AS REQl:1RBD
1 SA CLASSROOM LOCK D70 SCH
l EA STOP
HW SET: Q7
IITNG!"S .',S REQtJIIU:O
Country Inn, & Suites; Cape Canaveral, Florida 9
08710.
__.__lV/ tJ:V04 WHi..O.6:2 O. FAX [ltJ 017
C. Set unit<; level, plumb and true to the line and Jocation. Adjust and reinforce the atmchment substrate as
necessary for proper installation and operation.
D. Install hardware on UL labeled openings in accordance with manufacturer's requirements to maintain the
labeL
R Install per door and/or frame lliallufactJrer's supplemental "8" label instructions On fire rated openings.
F. J:vfurtise and. cut to close tolerance and 90l1Ctal evidence of cutting in the finighed work.
G. Drill countersink units which are not, factory-prepared for anchorage faSteners. Space fasteners and
anchors in accord with industry Btil.I1da.rPs.
H. Mounting Heights
1. Install hardware at mounting beigh~s confOIming:to RMHA recommended mounting locations.
2. Install wall stops SOW and 60W toengll.ge levers ,and pulls.
3. Do not mount wall stops on casework, cabinet work or equipment.
I. Deliver to the owner 1 complete set of installation and adjustment instructions, and tools as furnished
with the hardware.
,
J. Inspection of Hardware and InstallaBon: The hardware supplier and manufacturer's represontative
(locksets, closers, exit devices and OVtlrhead stops) shall visit the project after all the hardware ha.s been
installed and shall notify the Architect if there is any hardware tilat has not been installed oonectly, The
Contractor and hardware supplier shall furnish the Architect with written certification to this effect
After the hardware is installed, the hardware supplier md manufacturer's representative shall meet with
the Owner to e"PJain the functions, uses and maintenance of all eypcs of hardware. in6talled..
I
33 ADnJSTMENT M"D CLEANING
A At final completion, adjust and check each operating item of hardware and each door to ensure pmp\lr
operation and lllIlctlon of every unit. Lubricate moving parts with type lubrication recommended by the
manufacturer.
B. Replace unit that cannot be adjusted apd lubricated to operate freely and ~mooth1y as intended for the
applicatilln made. .
C. Inst:ruct owner's personnel in the prope~ adjustmenls of the hardware.
D. Clean and restore hardware to the original. finish.
3.4 HARDW ARB SCHEDULE
A. Furnish hardware items in the amoU11F indicated unless additional ha-dwm-e is required for a complete
and operable facility. Ensure completeness, proper function and proper aPDlication of hardware for each
door, -. U
HW SET: 01
HINGES AS REQUIRED
1 EA EXIT DEVICE E.L99NL VON
Country Inns &: Suites, Cape Canaveral, Florida 8
. 08710.
l\l.uJ~.uO 6: 19 FAX fiZj 016
10/04/04
FiniBh Schedule:
HARDW ARB ITEM FfNTSH AND BASEJyfA TER1.AL
L Butt Hinges
Ex.terior US4
Interior US4
2. Flush Bolts US4
3. Exit Devices US4
4. Locks and Latches DS4
5. Pulls and Push PlateslBars us4
6. CoordinatCl!1i Prime painted Or mill alum.
7. Closers Powder coat aluminum
8. Protective Plates US4
9, Overhead Stops US4
10. Wall Stops m.Jd Holders US4
1 L Thresholds Mill Aluminum
12. Weather-strip, Sweeps Drip Caps i Aluminum Anodized Gold
13. Masnetic Holders Brass
14. Miscellaneous US4
2.15 KEYING
A. Key locksets and cylinders into a new Schlag~ Everest Master Key System.
B. Furnish 3 change keys each lock, fumi~h 6 mastcr kilYS each set. Furnish 6 grand master keys.
C. Provide keying as requited by owner's representative.
U6 KEY CABINETS
A Acceptable manufacturers a!1d respective catalog numbers;
Lund Key Cotltrol ~
L J200-1205 AA M128-248o aWe-AWe
2. Furnish 1 rnodd 1200 or 1205 AA!key cabinet wHh a capacity 1.5 times the number ofkey sets,
PART:3 - EXECUTION
3.1 EXAMINATION
A. Examine doors, frames, <Uld related i~ms for conditions that would prevent the proper application of
ftnish hardWlire. Do not proceed until defects are coriected.
3.2 INSTALLATION
A. Before hardware Installation, genera1 contractor/construction manager shall coordinate a hardware
installaticm seminar with It 1 week notice to aU parties iuvolve'.:L The seminar is to be conducted On the
installation of hardware, specifically or locksets, closers, exit devices, continuous hinges and overhead
stops. Manufacturer's representative ofime above products to present seminar, Seminar to be held at the
job site and attended by installers of ruu-dware (including low voltage hardware) for alUJ:l:linum, hollow
metal and wood doors. Training to include use of installation manuals, hardware schedule, templates and
physical products samples.
B. Install each hardware item in strict compliance i.-ith the manufacturer's pt.nted lngtmctions aud
reoommeJ1dations, using only fasteners supplied by Or called for by manufacturer.
Country Inns & Suites, Cape Canaveral, Florida 7
0871 O.
H'n'.'ii lJ'!_ ~'~I)J:<... Io'..\> ;ll! !:'fLI. I4i015
B. Furnish G1450 series overhead stop for doors equipped with regular arm surface type closers that swing
mOTe than 140 degrees before strikip.g a wall. for doors that open against equipment, casework,
sidelights, or other objects that would; make wall bumpers inappropriate, and as specified in hardware
groups.
c. Furnish sex bolt attachments for wood and rni:lJ.eral COre doors u.nless doors are supplied with proper
reinforcing blocks.
2.11 WALL STOPS AND HOLDERS
A. Ac!;eptable manufacturers and respectiye catalog numbers:
Ives No Sub$t!mtion
1. WS407CVX
2. WS407CCV
3. WSIIX
4. WS40
B. Where wall stops are not applicable, furnish overhead stoP5,
2.12 MAGNETIC HOLD OPENS
A. Provide typeB as listed in groups.
B. Acceptable manufacturers and respective catalo~ numbers:
LeN
1. SEM: 7850
2. SEM 7830
C. Provide proper voltage and power c.onspnPtion as required by Division 16.
D. Magnetic holder'G housing and annatur~ ~ha11 he constructed of /I. die Cast zinc material.
2.13 WEATHERSTRIP, TIIRESHOLDS. GASJ{E!lNO
A Acceptable manufac!:urers and respective catalog numbers:
Pemko National Guard Reese
L Thresholds: 171A 425 320M
2. Weatherstrip: 2891APK 700NA 755A
..., *Head & Jamb Gasket S88b 2525 797B
.'>
4. Drip Cap: 346A ltiA R201A
S. Sweeps; !8061CP B606A 964A
i
i :
B. Where specifIed in the hardware grou.P$, furnish the above products unless otherwise detailed in groups
C. *Furnish head/jamb gaskets and edge' stile astragalg for pairs, at fire labeled doors whether listed in
group or not. Provide material based 01] passing li'L 1 pC, UBC test standard 1-2.
D. Coordinate with door manufacmrer the intumescenttlre and smoke material ror fire rated openings as
required by door and frame manufacturer to comply V{ith UL 10C, DEe test 7-2.
2.14 FINISh'ES A.c"lD BASE MATERIALS
A. Except where indicated otherwise in the hardware groups or herem, hardware finishes shall be applied
over base metals as specified in the fmish schedule that fbUows.
Country Inns & Suites, Cape Canaveral, Florida 6
i 0871 {).
ldj I) 14
.-":. v ': .-.:, . ~<. ~ .. ~l:'.:..~~~~._..~:~. ~ ~ .+.I,J l' i"lA
m~ No SJbstitution
1- COR
B. Furnish ,t COR series coordinator for' labeled pair~ ,of doors equipped Viirh automatic flush bolls and
those with 'Jfnt.caI rod / mortise lock fire exit device combinations m.th overlapping astrugaIs.
C. Furulsb fillet bars to fill the complete opening width, doser mounting brackets, carry bars, and special.
prepi'tration for top latches where appli4able.
2.8 CLOSERS
A. Accepta.ble manufacturers and respective catalog nllU1,beIs:
1iJ:S: No Substi.!lID.QI!
I. 401114111 BDA
2. 1461FCiP1461FC
B. Closers shall use high strength cast iron cylinders line! J piece forged steel pistons.
C. Closers shall utilize Iii stable fluid withstauding tetnper&.ture f'ilnge of + 120deg F to -30deg F without
seasonal adjustment of closer speed 19 properly close the door. Closers for me-rated doors shall be
provided with temperature stabilizing fluid that complies with standards UBC 7-2 (1997) and DLloe.
D. Heavy duty ()loser~ shall bave field aqj~table spring power that at the low erld is capable of mtlatil'1g
kD.A. requirements, :md at the high. e~d is capable ofoOnlInlling a 44 inch extenor door.
E. Furnish complete with mOllJItil1g brnd~ets, drop plates, Bpecial shoes, and thru bolts I4S may be required
by the door and fhuoe conditions. : .
F. Provide door closers fOr labeled doors, rhether called for in the hardware groups or not.
G. [nstall closers all the room side of corridor dlA'1rs, ~air side of 9~'aY6 an.d interior side of exterior
doors.
R Closers shall be the product of I manuf~ctutef.
2.9 KICK PLATES AND MOP PLATES
A. Furnigh protective plates as specified in:hliIdware group..
I
R Kick plates shall be 10 ir1ch high and 2'inch LDW (le~s door width). Except pane! doors shall be I" les:;;
bottom rail height.
C. Mop plates shall. be 4 inch high and 2 inch LDW (less door width),
D. Thickness to be (16 gau.ge) 0.050 inch I?ull Brass.
E. Plates shall have countersunk holes andibeveled (all fotl.r) edges,
2.10 OVER..tffiAD STOPS
A, Acceptable moulUfacturers and respectiv~ catalog Ii'w:nbe:rs:
GlYnn-Johnson No SubstitutiJID
I GJ90 Series
2. GJi00 Series
3. G1450 Series
Country Inns & Suites, Cape Canaveral, Florida 5
08710-
J.V':.'-'.'!J..'.I'!_ . !TllJl~ 'i\); HI t'iI..A, I4J 013
V onJ2.lillrin No Subltli.Mion
L 99 Series I
B. Types, mnctluns and ratings shall have oeadlockiag latch bolts.
i
C. Surface applied !>trikes shall be roller type unless o~ise no[cd in groups.
D. Devices to be equipped with a so una dampening fM-hue to reduce touch pad return noise.
i
E. On full gla."$ doors there shall be no e~po5ed fasteners on the back of the mechanism visible through the
glass. ,
F. Provide lhru bolt:5 as required.
O. Devices shall be the product of 1 manufacturer.
H. Exit devices specified "LBR" are to be supplied with S\.lrface vertical rods with "Less Bottom Rod"
(LB:R) and no strikes installed on the floor.
I. Hollow metal removable mullions shall,be keyed and removed by a standard. mortise cylinder.
1. Exit devices that are supplied with leve~s shall match trim deSlgTl oflocks and latches.
2.5 LOCKS AND LA TelIES
A. Acceptable manufacturers and respective COitaJog nlliubers:
Schlage No Substitution
1. D Series Sparta
B. Furnish lock types and functions specifred ill the hardware schedule, with the following provisions:
1. Backsct$: 2"3!4 inch !
2, SLri...kes:
a. Wrought box type for the illactlve leaf of pairs of wood doors. and ~God frames.
b. ANSI A115.2 type for hollow metal doors ana frames.
c. Lip length sufficient to protectjtrim. frame and Inactive leaf.
C. Furnish knurled lock lever handles on doors to stairs (e~it stairs not included) load.in4i pb.tfonns, stases,
boiler rooms, and other hazardous locations. Applied tape is not allowed on levers.
2.6 PULLS, PUSHBARS, PUSH/PULL PLATES
A. Acceptable manufacturers .and respectiv~ catalog nlUDbers;
J~
L I inch diameter straight pull 8103EZ
2. 1 inch diameter pushbar and pull 9103EZ
3. PushIPull Plate 82004 x16
4. Pull 8102-8
B. Length of push baTS shall be sufficient ito mount each e~d on center of stile. Push bars on flush doors
shall be 3 inches less than door width. i Mount all pt:l.sh hars and pulls back to back with shoulder bolts
and set screw. Set screw to he on the ios~de.
2.7 COORDINATORS
,
A. Acceptable manufacturers 3...11d respective catalog .!l.Urtloers;
Country inns &. Suites, Cape Canqveral, Florida 4
:08710- .
HI/I} 'l (l),\..~I!..l~_!J.J? :.17 t'.H [iJ 012
...
11. Magnclic Hold Opens LeN DOfina
l2. ThresholdB, Sweeps, Reese Pemko, NGp
weatbenm.ips, Gaskets
13. Key Cabinets Lund Key Controls, Telkee
2.2 BUTT HINGES
A. Acceptable manufacturers and respective catalog numbers:
Jves Hager SWll~ PPB
l. SPBl 1179 FI79 PB81
1, 5BBl BB 1279 FBB L 79 131381
3. 5EBl630 BBll!:!1 FBB191 BB21
4. 5BBIHW B131l68 FBB168 4B81
S. SEB I HW 630 13B1199 FBB 199 4:821
B. Furnish the following hinge quantities for each door leaf:
L 3 hinges for doors up to 90 inches.;
2. 1 additional binge for every 30 inch on dOors over 90 inches.
3, 4 hinges for Dutch door applicatiohs. i
i
C. Weight and Type:
1. Standard weight: plain bearing hipge 5PBl for interior openings through 36 inches wide witbout a
door closer.
2. Standard weight; ball bearing hihge SBB 1 for interior opening over 36 through 40 inches wide
withom Ii door closer, and for intemof openings through 40 inches wide with a door closer.
J. Heavyweight 4 ball bearing hinge SBBIHW for interior openings over 40 inches wide, and {or aU
vestibule doors. ; .
4. Heavyweight: 4 ball bearing hinge SBBrHW630 for exterior openings unless othelVlise listed ill
grou.ps,
5. Butts for lockable doors opening i outward shall have non-removable pin (NRP); other butts shall
bave non-rising pins.
D. Size; Furnish doors with the following~
l. 1-3/4 inch DoUl:$ 4-1/2:inch by 4-112"
E. Provide proper butt width to clear trim iuld allow full 180 degree swing.
F. Butts shall have flat bottom tips unless ptherwise noted in hardware groups.
2.3 FLUSH BOLTS AND DUST PROOF sTRi::KEs
A. Acceptable manufacturers and respective catalog numbers:
~ No Substitution
l. FB458
2, FB3 fp
3. FB41:P
4. FBS IP
5. FB61P
6. DP2
;
E. FllIIlish dU!ltproof strik..e DP] for bottom bolt.
2.4 EXIT DEVICES
A. Acceptable manufacturers ~md. !'especti.Je caWog numbers:
Country Inns & Suites, Cape Canaveral, Florida 3
0871 0-
___._..ll1:::"{).'!L.u:l.m~~(b."'I.....Ylt: J] I-:A4 141 011
B. Submit II keying schedule for review based on a approved hardware schedule and & conference wit"1 the
o\Vtter's representative. '
C. Submit ~aU1ples when requested by IDi;!,Architect for approval in the specified fm:ish.
D. Templates and approved hardware schedule, to be furnished to c:~ch door and frame fabricator as
required.
1.5 QUALITy ASSURANCE
A. Furnish products of only one rnanufu.cturer for each type of hardware unless specified otherwise.
I
B. All submittals must be submitted in 'Yfiting prior to bid and include product information along with
reason for changing from the minitmun standards. set by Carlson Properties. Substitution will be
approved by Robert Ruhland at 6S 1-731-7127, Fax:: 6:5 1.735-1800.
C. Properties not furnished by TeM Co. \-\rill be InspL"Cted for compliance by a local Ingersoll Rand rep.
I
D. Provide har-dw;u:e tested and listed by qndernTiters Laboratories.
I
I
E. Provide hardware for flrerrfttea openings confonning to FBC Standa:rd .
F. Provide hardware for fire-rated openings conforming in compliance with NFP A gO 1995 Edition.
1.6 DELIVERY, STORAGE AND HA."!I..fDLING
A. Deliver, store and handle in accordanc~ with bivisio111 Section "Product Requirements". Mark original
containers to correspond with the approved hardware schedule for the insrallation location.
E. Receive, inventory and store hardw~ in a secllre~ and dry environment, protect against loss and
damage. .
c. Report shortages to the Architect and hardware supplier immediately after receipt of'material at the job
site.
D. General Contractor to contact TCfI Co. for Carlson ComplUlY volume negotiated pricing.
1. Contact information;
a. Robert Ruhland, AHC 1-800l747-1980 Direct 651-731-7317
PART 2 - PRObUCTS
2.] ACCEPTA13LE MANtJF ACTURERS
PRoPUCTS SPEcrFIED ACCEPTABLE
1. Butt Hinges Ives Hager, PBB,Stanley
2. Flush Bolts Ives No Substitution
3. Exit Devices Von Duprin No Substitution
4. Locks and Latches i Schlage No Substitution
5. Pulls, Push Bar::;, IVDs Hiawatha
PushlPull Plates
6. Coordinators fUAC< No Substitution
.Lt'u;r
7. Closers LeN No Substitution
8. Protective Plates {yes Hiawatha.
9. Overhead Stops Glynn-Johnson No Substitution
10. Wall Stops Ives DON-JO
Country Inns & Suites, Cape C3JlaVeral, Florida 2
:0871 ().
IgJ 1)1.1
__.._.",.::~,,~/_~.' =-!,...~~I.::7____....E~~~:'2,,~_.~, ~..,t.. .1. '.n,~
B. Submit a keying schedule; for review based on a approved hardware schedule and & conference with the
owner's representative, .
C. Submit $amples when requested by rD.e,Architect for approval in the specified fl1lish.
D. Templ:a.tes and approved hardware s?hedule to be furnished to each door and frame fabricator as
required.
1.5 QUALITY ASSURANCE
A. FU.l'fiish products of only one manufacturer for each type of hardware unless specified otherwise,
I
B. All sub:nrittaIs must be submitted in -..yriting prior to bld and include product information along with
xe&,.'jon for cfumging from the mi.nl1m.lIi1 standards. set by CarlBon Properties. Sub$titution will be
approved by Robert Ruhland at 651-731-7127, Fax: 65 1~ 735.J 800.
I
C. Properties not furnished by TCH Co. will be lnspL"Cted for compliance by a local Ingersoll Rand rep.
I
D. Provide hardware tested and listed by Underwriters Laboratories.
E. Provide hardwltre for fll'ewrated openings conforming to fBe Standard.
F. Provide hardware for fire-rated open.lngs confOl1ning in compliance with NFP A 80 1995 Edition,
1.6 DELIVERY, STORAGE AND HA.."N"DLrNG
A. Deliver, store and handle in accordanc~ with Division 1 Section "Product Requ.irements", Mark original
containers to cQITespond with the approved hardware schedule for the installation location,
B. Receive, inventory and store hardware in a secured and dry environment, protect agaiust loss and
damage.
c. Report shortages to the Architect and hardware supplier immediately after receipt ofrnaterial at the job
site.
D. General Contr1lCtor to contact TCH Co. for Carlson C6rnplUlY volume negotiated pricing.
1. Contact information:
a. Robert Ruhland, AHC 1-800-747-1980 Direct 651-731.7317
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
PRODUCTS SPECIFIED ACCEPTABLE
L Butt Hinges Ives Hager, PBB,Stll.TJley
2. Flush Bolts rves No Substitution
3. Exit Devices Von Dupnn No Substitution
. '"" - - ".
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..., .. ." - ..LV/ .':~.~_.' V"1; '::-:~n'Y..Y ~ ,.1.y. 1,:,"''"1.,~.
SECTION 08710
DOOR HARDWARE I
PART I - GENERAL ~
'I
1.1 RELATED DOCUM:ENTS
A. Drawings and general provisions of the contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this SeotiOIL
1.2 SUMMARY
.~ '"
A. This section includes the following:
L Furnish door hardware (for hollow metal. wood and aluminum doors) specified herein, lil!:red in the
hardware schedule, and/or required by the drawings.
,., Where items of hardware are nor definitely or correctly specified and is required for the intended
...
sen>:lce, such omission, error Or oilier discrepancy should be directed to the Architect prior to the bid
date for clarification by addendum Otherwise furnish sll.ch items in the type and quantity
established bY this speciflcation for the a.ppropriate service intended.
-. .
B. Related Sections. include.the following:
1. Finish Carpentry: ;Section 06200 .
" Hollow Metal DOOT5-lind Frames: Section 08110
~.
3. Wood Doors: Section 08210
4. Aluminum Entrances and Store Fronts; Section 08410; All h::wdware for Aluminum Doors to be
furnish PY- Section 08710 excevt ~therstrip,
:5. ElectriCal: Division 16
1.3 REFERENCES
A. EMMA - Recommended Locations fQrBuilders' HardwlU'e.
!
B. NFPA 80 - Standards for Fire Doors an;:! Windows.
C. NFPA 1Q1 - Code for Suety to Life from Fire in Buildings and Structur~s,
D. UL - Building Material Directory.
1.4 SUBMTITALS
A. Submit 5 copies of a detailed hardware scheduJe under the provisions of Division I Section "Submittal
Procedures".
L The schedule will be prepared under the direct supervisiDn of a registered Architect-IM..l Hardware
Consultant (ARC) employed by the hardware distributor. The hardware schedule to be signed and
embossed with the DHI certifica~on 5eal of th~ supervising ARC. The supervising AHC shall
attend any meeting related to the project when rl::quested by the architect.
2. Utilize the vertical format of scheduling and tile practices outlined by the Door and Hardware
Institute (DHI).Confidential Pa~ 1 9(30/2004
3" Include documentation for UL IDe or other approved testing agency stating hardWare has passed
UBC Standard 7-2. i
Country Inns & Su~es! Cape Canaveral, Florida 1
i 08llo.-
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n_ .--'." I~
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= ~.c~-:___
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OOl:lupen1: loao pur ~oor-[u~ liatl\> 1003, 1 ~ " n. ~~
nB<jsed oll2.ob sf (,t gross unIt IIp<l:-Cf3:; 9Q p.eopleltloor ,
El(lt Wldth"'N'i"l;)1Rlm 1004) ,
,
Lel'ei-.. ell)).; .2= 1 BU ,
Slalr.-- 9G x .3= :27" [ .-..'ij;-.
I
i
BQlhare Ie~s;that the 36" door and 5'0" qorrldor (~~-
~' . ., r'"
TravltJ Drs1a nee--. "
Nanh Comdor.-- ,
" I
The NmIh "..,mdWdiou,ri"" bQ""".... ""lis is" !olal pi 184', Helll ih& I - ~.._.,_. - ...,I'~
dls'tlnrej! 1M', I
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NQl1h I South CorrJdor- ! . :~ ~ -. -,~~~
TI", Nol"l~ Coniddr dls4~"C$ be/ween exIts Is a [o:Ia~ pI mol'. H'lll~ 1119
dlsl/lJlce is fill'
South COfflddr- ,. - I .~-.!,::--
Th... S'ou1h Corfidm- [jrsllln~ balWe6rU'~il~ in lIt!l1Blm 144', H:alfihc; I
d1s~ Is 72', ' .-- - .--.
, -
rAflLE 1 OO<lIN"JCATESiHIl,T 114 A SPRINKlED BLJIUNG THE ~ ~.. - ---,
.. -
MAl< iMIII;L DI$TA!i(;r: ALLOW.ED TO /I,N EXIT is ~:t!l'. tHIS
8UiJ.-DIHG MillETt> TliA:r~TAND.AIU). , , ~ 'c, r ~.
" ,~,--.,;; ." -,.. __J .i .,
--, .-. -,
IT"
LIFE SAFETY PLAN (TYP1CAL FLOOR) r_''''_'''____ ,-
'-
<-'
CAPE CANAVERAL COUTRY INNs & SUITES 14.-r~ __~ .:~~.~art~..R~~~~ :O_~.lakiil'.!"IN .;.&":l~{l,1'~
.._._.__,_~~~_~:!.,':.,::~ _:.._.--2-~~~~~~.~ .~_.J;':;;'h I.,' '"::.~ 14!,j vv',
Change---Subsection 1 ,3.8!11 to read; Exterior Insu!ationFinish System
used on this project shall m~et all requirement of the Florida Building
Code Sedion 1403 and 1403 for the exposure listed on the construction
documents (both architectud31 and structural). Each of the manufactured
system listed in Section 2.1.A manufacture systems to meet the code.
Before approval of the system. the subcontractor shall submit material as
stated in Section 1.4.A to meet all code requirements. The attachment of
the foam is to be part of the approved system.
4. SECTION 02280 SOIL TREATMENT
Add-This section has been! added to indicate termite protection applied
to the soil. !
5. SECTION 06100 ROUGH CARPENTRY
Add-Subsection 2.1.A.4-Waod used,on this project shall be treated to
termite standards as requirep by the Florida Building Code.
I hereby certify that this addendum !was prepared by me or under my direct
supervision and that I am a duly lic~m~ed Architect under the laws of the State of
Florida.
.1wv~
.. Neil Weber; AlA.
Reg. Number AROO17512
LgJ 1.Il.J f
D_.._~,_.~~~"!.LD~~~~~;_+"~". ;l'.p..~ "_
~,:~~~ ~P1
architacts & planngrs
2260 Watertown Road, Long Lake, MN 55366-9419
952.476,4434' Fax 952.4r?5863 . nw@Weberarchitecls.com
14 SEPTEMBER 2004
ARCHITECTURAL ADDENDUM A-1
COUNTRY INNS& SUITES
CAPE CANAVERAL, FLORIDA i
This addendum shail be added to ,and become a part of the original plans and
specifications. All items shall be a~ originallyspedfied or drawnl unless
specifically amended by this or sU,bsequent addenda.
CHANGES TO DRAWINGS;
All changesJo architectural drawir'19S are rndipated on each cifthe sheets as R1
and dated 14 September 2004.! . ,
ADOPTION OF PLAN REVIEW; . . . ,
The original plan review conducted by Todd Money, Building Official for the City
of Cape Canaveral with the responses (indicated .in bold type) to specific issue.s
shown is included in this addendum. This inc;t.udes the attached Ufe Safety Plan
dated 14 September 2004. .'
CHANGES TOSPECIFICA TlONS;
1. SECTION 08710 DOOR HARDWARE ..
Add-This section is added to the specifications.
2~ SECTION 01110 SUMMARY OF WORK
Add-Subsection1.4.C No wood, vegetation, stumps, roots, cardboard.
trash, or other cellulose con~aining materia! shall be buried on the building
lot.
. Add~Subsection 1.4.q No mat~rial falling under FBe Section 308
Hazardous Occupancy shall be stored on site without verification that
storage of such material sh~1I meet the, c:ode requirements.
3. SECTION 07240 EXTERIO!i' INSULATION FINISH SYSTEM
I4J 006
.__~L.I)-'t:L..v.t lTH)l~ \JO;.l,,*..,R.~.~...
(Detail has been changed to meet the W' requirement at exterior door. The intent is to have the
washers and dryers on a 10" slab for ease orU.se and tbe step at the exterior. door has been
e.liminated.) :
(Items 36-50 will be reviewed with M & E to insure comp~ance)
Mechanical
36. Detail regarding hood and suppression system in food prep area.
(There is no hood. Or suppression system needed since there is no kitchen,)
37. Clarification regarding the words "Trash" and "Pump Room" indicated at the Laundry Room depicted
on Sht. M2.L
38. Condensate disposal detail. FMC 307
39. Fireplace specifications.
40. Mechanical damper locations and specifications. FMC 607
41. Provisions ror balanced return air. FMC 601.14
42. Dryer duct sizes and dryer specifications (cfin) FMC 504
Plumb~ .. .
43. Complete plwnbing plans. including material , specifications and isometrics for DWV, Storm and
supply. .
44. Roof drain and leader calculations. FPC 1106
45. Water heater pan disposal detail. FPC 504.7 ,
46. Overflow roof drains/scuppers. FBC 1511.6.4.3.
Electrical ,
47. Electrical load calculations. (Note: 2V Afsflighting per NEC T220.3A)
48. Electrical plan for root: ;
49. Smoke detector layout Note: smoke detectors :in rooms connected by a communicating door shall be
interconnected. !' I
50a.Gas piping shall be bonded.
Gas
50. Provide gas layout and riser.
S
L,' Y [4J 005
Illl U il (0.4 ~lON IJ 6: 14 ...'.'''-''-
i
21. Life Safety Plan indicating travel distances to iexit discharge. FBC TlO04.
(See attached document to this report for a; description of requirements and our compliance to
ili~J i
22. Discharge width of all stairways. including prpjection of handrails. FBe TlO04.
(The width of stairways is li~ted on drawings-sees stair D dimensions.)
23. Detail showing stairs leading to roof (ladder not permissible). FBe 1008. .
(Sta1r B has been revised to indicate a standard stair l~ading to the" roof as requested by both
your and the Fire Inspedor.) .
24. Net clear opening dimension of roof hatch access.
(The stair to the roof is now done by a door and not a lioo! hatch. This is .shown on the
drawings.) I
25. Correct elevations relative to the N.G.V.D. (See elevation sheets and floor plan sheets)
(The buildings irrst floor elevation is listed on the civil document$ a~ 8' above sea level. The
assumed elevation for architectural purposbs are listed as 100'O"...thls is to be taken as the Same
as tbe sea level elevation.) I
26. Trash chute specifications. FEe T705.1.2. ,
(There is no trash chute on job. We have removed it from the preliminaries.)
27. Refuse Room specifications. FBC TI05.1.2. .
(The refuse room has been removed with the removal of the trash chute. Refuse will be taken out
immediately upon being brought to the first floor.)
28. ElFS product installation specifications. FBC :1403.
(EIFS spec is Section 07240. This section has been am~ded to meet FBC 1403-500 Addendum
Al Section07240 for compliance to FBC Section 1403 and 1404.)
29. Attachment specifications for exterior architectural foam.FaC 1404.
(Attached foam as used in Section 07240 is covered as part of the total system. The attachment of
the foam is part of the approved system. See #28 above.)
30. Clarification: is Rm. 201 intended to be an accessible room?
(Yes. Please see calculation and indication of accessible units on unit drawing sheets.)
31. Calculations regarding Accessible Transient Lodging with Florida specific provisions. (See attached)
Specify grab rails. open-frame beds. ADA water Closets, visua.l alarms, door and doorway widths and roU-
m showers where required.
(Calculations and indications of the appropriate units have been shown on drawings.)
32. Parapet wall construction detail. . .
(Detail has been shown.)
33. Product and installation specifications for lightweight concrete and taper foam systems.
(Roof and taper foam is specified in Section: 07552 and lightweight concrete is specified in
Section 03S:U. Shop dra.wings can be subntitted if desired when submitted by contractor for
approval.) .,
.34. Product and installation specifications for metat roofing.
(produetis shown in Section 07411 afthe s~eei.fications. Roofis to be instaUed as per structural
requirements. Shop drawings can be submitted when received from subcontractor.)
35. Clarification: Detail 7 on sheet A5J indicates a step~down of 10", DetailS on same sheet indicates
step-down is located at exterior door. This appears to he a violation ofFBC 101201.3, wbichrequires no
more than a W' grade differential at exterior doors~
4
.LVI l)'ill}":i; lUUl~ i.lO; 1.,) _!:~~__._."" llZJ 004
i
8. Correct Code reference on structural drawings: All structural design shall be according to FBC 2001
and AseE 7~98. Structural Engineer will be required to re.evaluate structure and provide
documentation indicating the structure is designed in accordance with this standard. FBC 1601.
(Structural engineer has properly designat~ that the documents meet this standard.)
9. Correct Exposure Category classification. Th~ entire City 'of Cape Canaveral is exposure category
"C" .
(We understood tbis and this is what was used for design and is indicated on documents.)
10. MWFRS pressures in accordance with T1606.2.
(This will be verified and documented-shown on sheet S-O -indicating perfo:rmanee
characteristics and design wind pressures.) ,
1 L Information regarding opening protection! internal pressure coefficients and enclosed/partially
enclosed designation. FBC 16. '. .
(This has been verified and documented~see #10.)
12. Threshold inspector to inspect steel coverage to earth and forms, including columns. (Not indicated on
threshold inspector's methodology).
(The structural engineer has added this information to sheet 5-0.)
13. Completed E1.1ergy Forms per FRe Ch. 13, sub-chapter 4.
(Forms have been completed by mechanical engineer and submitted.)
14. Indicate termite protection. FBe 1403.1.6 1816 2116 2303.1.4 and 2304.
(Termite protection issues are addressed as ,follows: #1. 1403.1.6-Clearance of Iii win of 6'~ is
addressed in spec Section 07240 1.3.A.6.b which actually calIs for a clearance of 8" - #2. FBC
1816-Section 02280 added to specification In Addendnm AI. #3. FBe 2116 -Does not apply
since we have no cavity wall construction with an air space. #4. FBC 2303.1.4--an addendum to
spec. Section 01110.1.4.C has been added to, elim.inate the issue of burial of debris. #5. FBC
2304-See Addendum Al which addressed in addendmn Al spec Seetion06100.2.1.A.4.
15. Infommtion regarding non-exempt quantities qf all Hazard~us Materials anticipated being stored on-
site. (particularly laundry chemicals) FBC 308.
(There will be no materials stored on site th~t fall under this section. We have added an item in
Addendum Al..Spec. Section OlllO.1.4.D)
16. Specifications as to how the I-hI. protection isi achieved. See archi~ectura1 cover sheet which indicates
the building is Type V, l..ru. protected.
(As per our phone conversation, the classification is listed as Type V, Protected.)
17. Regarding rated walls, identify tested assemblies by reference, removing all options. Note: It is
recognized that an 8" CBS wall is generally ~epted as a 2-hr. assembly. FEe 70 L
(Wan assemblies with tested assemblies are listed on drawings--see sheet AS.!)
18. Regarding rated assemblies (horizontal and vertical); provide penetration fil'estop details which specify
type and size of penetrations and how the rating of the assembly will be maintained at the penetration.
(Include manufacturer specifications for collars, intwnescent wraps; etc.) FBC 701.
(Fire stopping is specified m Section 07840--this section specifies all required fire stopping
locations, allowed suppliers and the products to be used.)
19. Rated wa111egend which clearly indicates app:(opriate ratings of vertical assemblies.
(Veridical assemblies will again be reviewed and documented on wan legend.)
20. Ratings of doors and doorframes in rated wall~. Indicate closures and latching mechanisms. FBC
1009.2.
(Ratings of assemblies are listed on the dooI'" schedule. The hardware scbedule lists the closures
and mechanisms. Shop drawings can be sub,IDitted a.t the approval time for verification.)
3
I4J 003
1.1.1/ l)'i;:/ t)'i: lUUPi U Q ; .1";;. ,[".t14..u<_
14 September 2004
The following code review was done by Todd Morley (Building Official for the City of Cape
Canaveral). Responses to his comments are iin bold face type and are incorporated into Addendum
A 1 as to become part of the construction documents.
Attached to this code review is Addendum Ail which in a'ddition to the comments made in the body of
the code review address the issues raised.
/Jwt~.
Neil Weber. AlA
Weber Architacts & planners
PLAN REVIEW CORRECTION SHEET
Date of Review: August 16, .2004 Applicaut Name; Ralph W. Paul
Project Name: Country fun Suites Phone NUUlber: (407) 599-5858
Project Address: . . Fax: (407) 59'9i::S850
9000 As:tronal;lt Blvd;
The fbllowing items were noted on YOLU' .submlttllll'llJ liri:iiS requiring corrcction and/or clariiication,
Plea!le ad.drcss each comment by its cQrresp{)l1din~number. You may fax replies to (321) &68-1247. Uyou have any questions
about lbili plan review please call (:ll1) 868.1222 and asf to SJX'iak with qte plans examiner.
. ,
Informational notes and status update:
i .
" Cape Canaveral Fire Departrnent will review architectural plans for emergency, egress and other
items on a separate review sheet
. Some items of this review may be duplica~d in the Fire Department revie\\'.
. Occupancy classifications: Rl Hotel and A2 Small Assembly.
(As shown on plans) I' .
. Discrepancy appears to exist regarding nUqIber of units: All previous approvals and the pennit
application indicate 152 roOITI...s; however the plans appear to indicate 150 rooms. Please clarify.
(Originally the two rooms-shown as rooms #154 and #155--Meeting rooms were to be both
meeting rooms and guest rooms----it tI.lrJ:l.ll out that the structural system used does not lend
itself to be used as a guest room-we are therefore ",sing them only as sman meeting rooms.)
. A proposed ALA access design document ~as been prepared Which would require minor alteration
ofproposed ingress/egress. Please contact,tbis office if you would like a copy.
(We have been given a permit for an acc~ss as shoW1l on our plans and are planning to install
that plan.)
1
l4] 002
1 U/l}'1 fl.l'l .l111J1~ Uti: 1" .J:.fI..,L_._....
\II Remaining portion of site plan review foo bf $165 is due.
· Rooftop condensing units (RTU's) shall b~ screened from view.
(These u.nits are screened by the metal roof at the edge. Please see the building sections which
show this.):
· RTU's appear to ALL be installed on 2xq curbs where roofing does NOT extend under unit. This
is approved by code as long as the top of the curb is at.1east 8" above the top of the roof surface.
However, please be aware that if this installation changes and the roofing DOES extend under the
RTU's, code would require the RTU's to be mounted on an approved engineered equipment
support stand elevated per FBe TI51 L 7. ;All RTU's are required to be fastened in such a way as
to meet the 130 MPH wind load.
(This has been verified by mechanical.) I .
· Some ADA specifications are not indicated On Sht. A5.2. All ADA specifications are required to
be met where appropriate whether sbo\".1l or not.
(The sheet containing the unit plan indicates that we have met the required number .of
accessible plans. We have indicated which ones areiG meet ADA. Shop drawings Vfill be
submitted to verify compliance l\ith all requirements.)
'" All condensate-producing Air Handler units Vvill require a secondary condensate line, float switch
or other approved device designed to serve as alarm. thilt the primary line is blocked
(TbU has been verified by mechanical.) .
· Since a commercial pool is planned for thi~ development, the designer should be aware of the
interfacing requirements ofFBC 424..' .
(pool designer will verify that tbese standards are met at the time of submittal of the pool
design.)
· All water closet bowls shall be of the elongated type. FPC 420.2
(This has been verified by mechanical.) :
· Florida. Power and Light contact person indicated on Sht. E4.1 has retired. New contact person is
Ms. Rebbie Benoit. Ms. Benoit can be contacted at the same phone number,
(Ms. Benoit has been contacted.)
Please provide: !
!
pj;.')neral !
1. Completed permit application (front and ba.ck) indicating all subcontractor information.
2. Sprinkler system design approved by Cape Canaveral Fire Department.
3. Fire alarm system design approved by Ca.pe Canaveral Fire Department.
4. MEP engineering. . l
5. Copy of SJRWMD permit.
6. Copy of FOOT pemrit. .
(Copies of permits will be or have been submitted by contractor/owner.)
Building
7. Correct Code reference on architectural cover ~beet. (Should read Florida Building 2001, not 2002.
(This item has been properly indicated.)
2
14 September 2004
The following code review was done by Todd Morley (Building Official for the City of Cape
Canaveral). Responses to his comments are'in bald face type and are incorporated into Addendum
A 1 as to become part of the constrLlctlon documents. '
Attached to this code review is Addendum A 1 which in addition to the comments made in the body of
the code review address the issues raised. '
,'. ."/---)idl.~) . ~ ~.'.. -'~
I ".
, . .
Neil Weber, AlA
Weber Archite~ts & Planners
I
I
I
PLAN REVIEW CORRECTION SHEET
Date of Review; August 16,2004 ApplicantN!IDlf:: Ralph W. Paul
Project Name: Country It:In Sllltes Phone Number:. ..C:KJ7) 599-5858
. ddr' .. F. .'(407)'599:';5830
Project A ess:9000 A~tronautBlvd. . ax: .
The following items were noted an your submittal as areas mquirin,g correction and/or c1arltlcatioll.
Please address each comment by its corresponding number. Yau may .W;: repl ies to (321) 868-1247. if you bVQ any questions
about this plan review please call (320 86lH m and a$k to speak with: the plaus examiner.
Informational notes and status undate:
· Cape Canaveral Fire Departtnent will review architectural plans for emergency, egress and other
items on a separate review sheet.
· Some items of this review may be duplicated in the Fire Department review.
.. Occupancy classifications: Rl Hotel and A2 Small Assembly.
(As shown on plans) ,
· Discrepancy appears to exist regarding number of units: All previous approvals and the pemrit
application indicate 152 rooms; however the plans appear to indicate 150 rooms. Please clarify.
(Originally the two rooms-shown as rooms #154 and #155-Meetingrooms were to be both
meeting rooms and guest rooms-it turns ont that the structural system used does not lend
itself to he nsed as a guest room-we are therefore' using them onI}' as small meeting rooms.)
· A proposed AlA access design document has been p~epared which would require minor alteration
of proposed ingress/egress. Please contaqt this office 'if you would like a copy.
(We have been given a permit for an a~cess as shown on OUi' plans and are planning to install
that plan.)
1
OCT 15 2004 08: 33 FR R 1,1 PAUL (U~STRUCTIOH 4075995850 Tel 13218681247 P.01/1E.
IIR. W. PAUL
. CO".!l;l'IUJ(;:JI<JN INC
Fax Transmission Counhy ~n ~ Sw-1L\S
Phone: (407) 599-5858
Fax: (407) 599~5850
COMPANY: c.~\.,,\ 0 C CA.pe c,c..'\Q.........-- ( FAX: 6.:2. ,- Sb9- I) <ll
-J>
ATTENTION: 16M Mf:) r \<)
....b....
DATE lb-Ir: FROM: Pb-,j \)o1~
NUMBERS OF PAGES: Ib (lncludlng thfs cover sheet)
NOTES:
~ ~J.ti':1 b~\( Q...r ~";\"""''''1S Q,rC0'""-""~"1 r'1",+S"";\<1S
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C....pl Ce..,.....t;o,..I~k.- r I-.~
-
If them:11 are any prCJbl~ms in rec:~ivi!'!g thh tref'llimlsslon, p!~ase call (407) 599-5858
581 E. Horatio Avenue" t\r1aitiand, FL 32751 (407) 599-5858 .. Fax (407) 599-5850
OCT 15 2004 08=34 FR R W PAUL C[~STRUCTION 4075995850 TO 13218681247 P.02/iE,
~~jlq/~O~~ ~~.~~ ..;JLJ.U....2UU.J7Y ~__'-'" I "_'V'"'
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UNIVERSAll::NGINEERING SCIENCES
820 BREVARD AVENUE It ROCKLEDGE, FLORIDA 32955
PHONE: (~::21) 638..0808" FAX: (321) 638.0978
NO. OF PAGES:
(lne/. this page) 15 DATE: )O-I'I-Otj
COMPANY; LO(.lrr1r:~II;t!1 ~ 5u-H-t-J
ATTENTION R. V. p()'.~ 1 - -~:~
FAX NO.: 407- 5"7'1-5'[50
COPY:
SUBJECT; {.orrcrc:.;f-e...... .R~or"'ts
FROM: RI'rJ1QrJ r'l~~(t'o "::=
Hard COl3Y t I
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THIS TRANSMITTAl.. IS A CONFIDENTIAL DOCUMENT SHOULD T 1$ DO . .. I
6~~~i1~~~~~T UNIVERSAL ENGINf:ERING SCIENces. :r: YO~ DID N~~~~~~~ ~~t~~~~:." ~~~~
OCT 14 2004 09:14 ~~?1 ;;;:;(;;;<v\1;j7J:l ;;Qr.~ V\1
UC I- 15 2004 08: 34 FR R GJ F'AUL CClJ'::TRUCT I OH 4075995850 TO 13218581247 F'.03/iE,
lEl/14/26El4 El9:10 32:L & 38!;j;J lti WI;;.:;' I<:W(,,;K 1'"""',,1:. ICl':;J 1.;;J
mg~~~~~~~~~~~.., PTOject No.: 32353-020-01
Report No.: A2214-0626
Sample N!'j.~ A2214
Oat9 "1st Issue: 9-10-04
Cor-.$t"IC1lon Mlitel;.,.IS Testing . Thre~h"id Il'li,~UO~ Dati 2nd Issue: 9~23-04
920 Brevard A..-enu!il · RQe~ledGe, Flol'ida :329511 Date 3rd issue:
(3~1) G3e-os,cs i=ax (321) 638"0971) Final Issue:
COMPRESSIVE STRENGTH OF
3" X 6" CONc~eTc reST SPECIMENS
Client: Mr. Roy Hsrrelf
Harrell Construction, Inc;.
P.O. 80x 236186
Cocoa. Fl. 32926
ProiClct: Counlrv Inn Suites. 9009 Astro 1aul ~Ivd. -,Cael!! Cana\'erai.~r.~~~~~Counlv. FIQrida
I DU!CSN Slll!lCifiee S~ng!h 4000~; Ilt::lel (!>lYs Tlcllet; 4000 ,",31 at.:l$ clays
DATA Mil: OHIQfi No.1' 77170
O::ll~ Sampled: 8-25-04 Time S~mi'!ed: e:C2 am
I Sampl~d By: \lilllllam 30\,,~r SHim 0: ..
FlB.t'! Truck No.: 18723 Air Content Illv vOlume]: ~
8. Tieken No.: S151l<lH5 Coner!!!\!! 'tl!rn,,~rature: 90
I
LAID Tim. B..l!lenl!!l: 7:C4<!:m No. of C:;1lrll:ler~ Cast: is
DATA QI,):ll'lllty t:ll.o:llO: 9 cu. yd .. Amblenl Timonlure: a5
WW''!f Added A! Site: o g=1I01H Wll!<'~~ ConditiQr!; SUl"\~Y I
Contra cia'; Dyll3mill Admlld:l,II';: ..
Sutlpl1er: Rinker I
L.ocation af Il'racement Auger (:1~t r::iles
Sample. p,le #16~ I
L Avg. I TllSt I I
lIIlalt, I Comptllssivll
Age Typo of Dimon. X.s$!!t. COI'l'lJ)rI!ll!::iVQ Slmngth I AVAr.agl'l I
Oatil! TIl!$l\@d Da~ Fl'il.cwte I'lL] Area lin.l Load (Ibs.! (f)sf5 rlJfsi\'
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I 9-NJ4 7 3 2,990 {,01 3$440 51530 II
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9-2.04 ., $ ,2.995 704 35850 SMO 5360 _ if
TEST 9.23.04 I 25 4 2.900 7,00 40740 ~S20 ! II
llESVlTS , I !i
9.23-04 28 4 "~J 706 41950 , ~
i (00 1
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REMARKS This Form Conforms With ASTM C 39 ii
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aCT 14 2e04 e9;i~ 3216380978 F'ROE.i::2
[JCT 15 2004 08: 35 FR R 1,<1 PAUL Cn~STRUCTI m~ 4075995850 TO 13218581247 P.04/15
.ltJJ J.Lt! LtH.I""f t,.i;;. .i.t.J ~.!....~..;",IJ;,l.,;fy w_..... ,........,.,'~. , "......- _...., ..'W'
mg~~~~?~~t~.,~~o~. Prl)j@cY No.: 32353.020-01
Report No,: A2215-0826
Sample No,: A2215
Oat. 1st 15sue: 9-' 0-04
Ccnotl\lcticn M"tert$lI> rllll!l!'i9 . rh'$$noH:i In 1!:i<!Ot.OM Date 2nd IS$u~: 9.:23.04
820 't':'lreval"d Avenue. !!iock!edge, F=lorlda 22Sl6H Date 3rd Issuo:
(321) ss,s-oaoe Fex (3:.'2'1) ess-oe7:3 Final Issue:
COMPRESSIVE STRENGTH OF
3" X S' CONCRETE TeST SPECIMENS
Client: Mr. Roy Harrell
lolarrel1 Construction, Inc.
P_O_ 60x.236186
Cocoa, FL 3292e
Proje<::t: CountrY Inn Suites - 9009 Astronaut BlVd. - C:aee Ca1"lcM,ral, Bre\l~rd County, Florida -
DESIGN SpliIcffied Stren"th 4000 psi at 28 d..ys Tieket: 4000 pSI <3128 days
DATA Mil( Ossfan No. 11 nno
Date Samp!~; S,:lS-04 iime Sam~led: 1 ~2a r:>m
Samoied Bv: 'Nil'i:lm :;oy~r Slu!'l1[>: -
FIELD Truck No.: 18722 Air Content Iby volume): ..
& TiCk"! NO.: 9151170,10 Canc.ete Temperature: ..
I
lAB Time a~l~i:!: 12:12:.'11" lIlo. of Cylll'lder! C~J$!: Ei
DATA Q~<lntj!y of LMd: 9 ctJ. Yli;. Ambi~f11 Tem~er<llure; 90
WlIW Adde<i At Site: o gOlIlQIl; WCllti'llll COr'lc:litiC1'i! SUMy
COlltrllctJr: Oynam!'. Adml~tun:: -
I
S ul1pfier; Rink;:r
locati:m cfPiac:ament: ! Auger C ll.t plies I
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A1I9- Max. CQmpr~i\le I
...~ _of Dime". X,Sect. CompnUlV4 Str.nsth "'verag!! !
Oat!!! il!l!::lod DaV!; . Fracturl! (In,) Area (in.) Load (Ibs.) (psl) (pslj I
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9-2-04 7 :3 2.995 1".04 3S7'0 5210
9--2-04 ., 1\ ::1.999 7.0S 3S020 5390 53!)!)
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r\ESUI... TS g.,2j.04 ~l\ 3 2,990 7.01 I 4'480 gato I
. . ----=:._:f- :J j t - ~
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R&;MARKS Thls Fonn ConforMS WIth ASTM C Sg
~ - ,-.-. -. -
~ [1J [2J 0 ~
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i = Cone. 2 '" Cor'! &. SpliL 3 = COM!!. Slll!!::]I. '" "SP'\~~, S .. C"lurn~"r
OCT 1~ 200a e9;14 3215380978 PAGE.03
OCT 15 2004 08: 35 FR R td F'AUL COtiSTRUCT IOt-1 4075995850 TO 13218581247 F'.05/1E,
'll::1/l,*IL~l:l" i;;-::: H1 ~&J"o,j[jI:J~(t! U~~ I"{U;......J\. rHi.:lr:;. c:.IY./J.~
QJ~~~~~~~~.~,,~... Project No.: 32353.020*01
Report No.: A213S-0824
Sample No.: A2135
Date 1st issue: 9-9-04
OOl"l$lf'Jeo~ M~lerfi!\;S Tel!lt:~1l . TlI~d Il'\ip~c!IQn OatQ 2nd Issue: 9-21-04
a~o ElrevilTd A'IIl;lr'l1,J1rl . Fl<')Cki$dge, Florlda. $29S~ i:l3b!l 3rd Issue:
(321) 6:38-oaoa Fax (321) 635-09?1I Finallssu";
CO~PRESSIVE STRENGTH OF
.1" X 6" CONCRETE TEST SPECIMENS
Client: Mr, Roy Harrel!
101 a rrel I Construction, Inc.
P.O, Box 2361tlG
Cocoa, FL 32926
Ptoi-eci: Country Inn SiJites - 9009 AStrol13Ut B.t~. - Cap~ Canaveral. Br~I~ County, Florida ,
DESIGN Spacl!10d Slrengln 4000 psi at :a dallS Ti~l<e't: 4000 l'~ :!I11S days
OA1'A MI~ Dllt;lgn N<::>. 1177170 ....~'
I
I
Oatil Sam~led: 8-24-04 Tim~ Silllrnpled B~07 am ,
Sal"nllled By: William! ioyer Slump; I
..
il Ir\.Jek No,: ZlS97 AIr C~r\ten\ (by volume): I
FJEl.D - :
~ eO/'lt:fele Temp~t,)lure: il
I $ T!~ No,: S1S1S2i5 -
LAB lime eateMd, 7:14 :im Nc, of Cyllndars Cast IS I
~
Ouanllty of Lo~d: I
I' DATA 9 clJ,ych. Amhii!l!'!t T~mpefllti,.lre: 83 :
I
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! W;tcr Ad(fed At Sil&: o !l)IIIClm Wll<ithe( Conditio(1: Sunny I
O:mtnlc:tor: Oy\amll: AClmixti.lre: -
Su~pU!lr: Rinker
lo~~o" of i='lacem enl: I Auger Ol:>! piles
ii I sam~ie: Illle ,.29";
r= I "'es!
Avg. Ma Comp~ssjve
Age Type of DimM. X-Seet. COiTIl'tl!lulvGI SlrlJngtll AVQras~
Dall'!! Tas!tld Divs F l'3Ctufll tin) AreJl (in.) I,.03d rkJ I Dlli) (Ilsij
/l-3HJ4 ., :; .Lea6 1.00 ;ZSe3o 4230
f 6-3i'{)4 ., ,
~ :.1.Sl80 7.01 31720 4530 438C
II rEST 9.2 i .04 ~Il ;3 2.996 '/',04 45400 6450
II RESULTS 9-21.01\ ~S .. :lUI9S 7re 1 -. f 5750 ,~
~ /"I =}-- I
ii H ~ ---: -
~
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, ~.. i:>.4i!'Q".l:. . -<i.d 4 . - ... 'I'
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1 .. Cene, .2 .. Cone & Spllt. 3 '" CQne & Shear, 4" She3r, S '" e"IUmnat
OCT 14 2ea4 09:14 3216380978 FRGE.€4
OCT 15 2004 08: 35 FR R t.J PAUL CDI~~=;TRUCTIm~ 4075995850 TO 13218681247 F'.06/1=-
l.i:J/.lQi-"i(;ii::!'l 0'::: j.1::J ,j.G;t.!:!-.:1;!O~!O U~;;J ~UyF\ r f"tt...i~ ;,,;.,;t.!r.:-.J
m~~~~~~~~~~~...~. Project No.: 32353...020-01
Report No.: A2136..Q824
Sample No.: A213S
Date 1st I~~!;ue: 9-8-04
ConSlruCVOT1 Mi'ltElrials imstinll . Threshold im peelil.ll1 Pate 2nd Issue: 9-21.04
820 6rnvard AVliJliUe . Flocldl$dge, P!oMda S29se Date 3ra Issue:
{32i) 638-080& Fax [32') G3S-09'E: Final Issue;
COMPRESSIVE STRENGTH OF
3" X 6" CONCRETIi TeST SPECIMENS
Client: Mr. Roy Harrell
Harrell Construclion, Inc.
P.O. 80x 2361813
Cocoa. ~L 32926
Project: Country Inn Suiles - 9009 Astro!l~!l.Jt Blvd, . cape Canaveral. Brevard County, Florida
!
OESIGN Spedfiec Slre1'lglh 4000 psi at 21'l dlly$ :1
Tick!;!!: 4000 psi at 28 days
tlArA. Mix Design No, 117'11'1'0
Oall! Sampl4ld: e.-~'1.Cl4 Time Sam~llld: 12;51 pm
1
: $amplllla By; WHK;am I;oyer Sll,Imp: 1-
FIELD Truck NO.: I 2007 Air CQnCet\l Iby -.Qlume): !
i --
.& Tle:kllt No.: 9'15725<14 Concrete TemperOl(Ure: -
I
I lAB Time Sll'tchi:ld: 12:20 pr~ No. of Cyilm~ars Ca:!;t \5
I DAr;. ClIJi'll'itity of l:;lad: 9 cu. yd L AmbiM[ Temperature: I
. 90
il Weier Added A, Si!s: o gallon I
i~ Wa;alher Condition; SJJnflY
~
:1 CcnlrSC:IQt'; Oyl'l"mi,: AdmixMe: - :1
Ii
II SUJ:lplier: . i=l.lnKsr 'I
!' I "
Ll'HllalltH'I of ~Iaellment: I AU~l!r e llll l"Jlli~ ~
i ~
I
I . Semple pile #174 ii
I
Avg. M;l\l. Test I il
COl'l'lpresSl'\ie Ii
I Age Ty~ Qf Oimlln. X.Slt>ct Compressive $treIlS\tI A\ler3lg1!! II
I DliIte TNl&d Days Fr:ldUfil fin.} Arl!:lJllln.) Load (Ib:.) (psi) (psi!!
j I I II
I 8.31.04 ., I 3 I .VilSO 1.Cl.:l 25140 3570
8.31..04 ., :3 I 2995 7,08 24Zl0 3430 3500
~ Ii
II TEST ~21-O4 26 4 ! i915Ci
I 7.00 49230 7030
R~SUI. is g...21.o.. 28 4 ~,S9~ 1.06 4~n..,'" Bli6D 6550
if ;\Jof:.....
ii
II I-i
H I
if -
n
REMARKS Thi$ Form CQnforms WI1h ASTM C 39
--r ., J.
~ QJ kJ 0 ill]
1 5
1 .. C(ln~. .2 .. CQMI! & Split, 3 = Cone & Shear, 4 .. Shear, :,; = C~h.Jmrm
OCT 14 2ea4 ~S:14 32163829713 P~Gt:.0S
OCT 15 2004 08: 35 FP P J,..J PAUL CDt6TRUCTIOt~ 4075995850 TD 13218581247 P.07/15
HlI14/28\J4 11'::l: HI .::l;';J.b::lI;!<;l~/<:I Ue..~ ~u!...." riMae. UOI ..1:.J
Il1~~~~~~~~~~~~i~'" Project No.: 32353..o2D.01
Report No.: A2212-0825
S~mple No.: PW212
Cate 1$11$~ue: IM.04
Conmruo:icm MIlt~MII. ic$llnll . r~(esl'\oid Ins:)sOliC>n Da1e 2nd Issue:
1320 E1revard AVl!ll'lue . RQckledge. FIQrlda 32955 Date 3rd l$sue:
(321) 636-00013 Fax (G~'l 638-0Q78 A Il$ll Issue:
COMPRESSIVE STRENGTH OF
3" X 6" CONCRETE TEST SPEC1MISNS
Cliont: Mr. Roy Harren
Harrell Construction, Inc.
P.O. Box 2:36186
Cocoa. FL 32926
Proiect: Country Inn Suites - 9009 AS1rOlL~ut Blvd. - Cape Ca;rialleral. Brevard COt,lnty, Florida L
~ DSSIQN Spllcifled Sltengtn 4000 psi al28 d~ TJ (lle!!l: 4000 psi at 26 days
t1A'l'A Mix OesiOn No, 1177170
ClalG Sampled: 8-25-04 TiI'n II': SOli'll pled: 7:QC :!1m
Sf.ml)le~ Sy: William Boyer Slump: ..
I FIE.I.D I Truck No.: , 02r!1 Air Content (by volume): I
I -
.& TICj{el No.: , 915aO:n4 Cf.lnc~te Tem"er<l~Jrl\': 90
I t.AB Time iatr::ned: '7;1;'l;'lf'fl No. 01 ~IMSI'S Casl: 6
II DATA, Quantity of Loa~; , cu. Yd:;. Mbient T"empe/'llll.ire: sa
II
I Wat~r Added AI Sl!~: o g31loMr: Weather Condltlon; sunny
CQnfr'alOiJ.lr: CynaTlllc:
I AdmlXlurc: ..
!, Supplier; Rinker
i lO!;iJtion of l"iaGBm ent Auger c; Isl piles
Sam.,le: l:lile #19'
I I T6$1
A\l9. MaX. Gomprl!s:slve
I Age Type of Oimlll1. X.$el:t. Comprl!sslvl! Strlirlyth AWr.!IQlI
l' O.le T$$leo O:lVS l"naclute (in.) AnI:l fin.) Load lib!.) (psi) !tIS!l
II i II
9.1-04 '7 3 2.995 7.04 31490 4410 II
ii I
I 9,'-04 I 7 ~ 2.999 70e :lS19C 49aO 4730
il ~
I; TEST _.9-22.04 2a 4 2.990 ;.01 II
J713Q 5300 I
II I
II ~E$l)!. TS S.ZNJ4 20 4 I '~_I'~ J ::!904C I ;,;5t\O t 5440 II
H --~ I
i! f
i"f
t R;~J\!'~, TlllsFQm1 Conforms With ASTM e 39 ii
- - """'- ~ Ii
[8J QJ [6J 0 UD
i :: Cons.:'1:: CCM & Split, 3:: CMi'I' *' Sheaf, 4" SMar. S.. Oolumnar
OCT 14 2004 09;15 321"'3i30g7!;; P~G;;;.0E;
ocr 15 2004 08: 36 FR R td PAUL CCiHSTRUCT IOH 4075995850 TO 13218681247 p, C18/15
.i. \::lJ .I. '1/ ,Ll:Jtl<4 c:l-:!: J..~ ..'l4J. O..'lJ::ll:r::l r" :-R;;..;;J !'\u,",,,,,,, l M""""l- UftJ...J
m~~~~~~:~~~~,~. Project No.: 32353-020-01
Report No.: A2213-0825
sample No.: A2213
~~ 1st Issue: 9-1-04
COI"l~t\letion MiWfI~$ TmMg . Thn,l~ht'Jld in!J;,e~tion Date 2nd Issue: 9~22.04
620 Brevard A.venue . Aockiedge. ~Qrlda 3295~' Date 31'0 Issu;:
(321 i 1$38-0808 Fax (321) e38-097(1 PInal Issue:
CO \IIPRESSIVE STRENGTH OF
3" X 6" CONCRETE TEST SPECIMENS
Clielit: Mr _ Roy Harrell
Harrell CCl"Istl'l.lctiol'1, Inc.
p,O, B(lll: 236186
Cocoa. FL 32926
Project: Coun~y Inn Suites. 9009 Astra laut Blvd, - Cape Can8l1eral. Brevard Count~, FIOl'Id3
~
t)ESIGN s,.,Geified Sirl!ll'lgth '1000 psi 3\ 28 days Ticke!: 4000 PSi ;;! 2S d..ys
DATA Mix Ollslgn No, i 117170
~ Date Sampled: B-25-04 [ Time Sarnl'iad: ':4:50 pm
S:olrrt~lea !3y: William ;Qyer Slump: -
I
I FIEl.D Tr"CI<; No.: :2:2.!l40 Air Conl<!nt (bY'lolum@): ~
I!
II 8\ Tldle! No.: i 1115S2S'IO Coi'lCl'l:'le i li'ml"a~ tura: 91
'I !..AS Time 6<1lcl1E!d: I 1:2:27 J'''' Ne, ef Cyllnders Cll~t S
!i DATA Q'Jarrtlty ClY (.i:>lId: S cu. yd~. I Aml.1ienneonptmllurl!' 90
[ Wat-er Adt!ad Al Sil;::; Il gallons WI!!<lll\er CQn(Jltlon: Sunny
! Contractor: OY/18m i ; Adtnixh.lre: -.
~ 5upr>Ii!!r: RinKer
"
II LOell!IOIl Of Placement Au~er c~st plies
l~ Semple pilefi.115
Ii
T@tf
II A...~, Mail\. Compr~'''!1
Aae Tyl'~ of Djrn~n. X-Sect. eern~ssIV@ Strength A~:S'W.
~ P"l~ Toc$led tlayC frac:.!ure lin.) Anla IIn.1 l..oad !l1l$.1 /psfi
If 9-1.04 '7 S I 2.SM
1.01 27S30 3930
!iH{14 '7 3 .,,995 7.04 2gS!lO 4240 4090
ii I
f TEST 8-22-04 2S 4 2.986 7,00 41030 saso
I ~.e$UL. TI.l 8.22-1:}.4 ill ., 2.999 7.08 38130 5400 seso
I
I
i H
I
I
I H
!~~
~E;M~KS This Form Conforms With AStM C 39
. ~''''''''''''''''' '. I
[gJ [b] ~ [J fIr]
1 " Cena, :2 " 001\@ & S~ii!. :3 " Ccne & Sh"'8r. 4 " SI'lsr, G '" C""",r.ar
OCT 14 2004 09:15 3215383978 PAGE.l(J(
DCT 15 2004 08: 37 FR F~ loJ PAUL CDr6TRUCTI mj 4075995B50 T[I 1321BE,B1247 P,12H'iE,
J. OJ L 4/ LfJL:J"'f !;.i:l. .l.fw! ..,;l'J..O~HJiJJt~ wi-Y : ...1W.....r... 1,-,......... ',,11..';; ""'....
m~~~~~~~~",;.~~, Project No.: 32353-020-01
R~port No.: A7137-0823
Sample No.: 11.7131
Date 1st Issue: 8-30-04
ConsU'I.Ic:tiQri Malllrl:ills Teslil'!g. rl~rG~J'oid mP\)r.~b1n Date 2nd Issue: 9-21-04
820 erw..varc! AvenlJl! . Ftoc~ledge. ~orida 3~9SS Date 3rd lS9ue:
(34~ ) 63&-0806 i=a;II: (~~11 63S-097E Finallssl.lll:
COMPRESSIVE STRENGTH OF
31t X 6" CONCRETE TEST SPECIMeNS
Client: Mr. Roy H3rrell
Harrell CQ!"istruction, Inc.
P,O. Box 2361(16
COCOOl. FL 32926
Pl'OjGct: Country Inn Suites. 9009 Astroj)~~.!"(J. -,Cape 9~na\leral, Brevard COUJ:)3~l!orida_~ . ~
~ Ii
DESIGN SFlG~~Qd Slre11g\h 4000 psi at 28 days Ti~ 4000 psi at:1e day!> I!
DATA Mi~ Oeslgn No. 1177110
i Dale Sam pl&d: B-2J.04 Til'Tl~ Samplsd: 8:09am
11 Sampled By: WilHam ISOY"f Slump: -
!J
I=IEL.tl TfUdi: No,: 17205 Air ecntel'lt 'by volum..): - I
.
" Tia<.et No,: 915724,' CO"efllta iempemture: as
I LAB Time Satcr.ed: i':1Sar'll No. 01 Cylll'1Oers Ca$t 8
i DAtA QlJal1~ty or Load: 9 ClJ, vdl, Ambient Tempntl,l/E!: 8:1 .. -J
II W311lr Addlld At $lte, C gallon; WeEllner Condition: SUnny I
r: Contractor; DyTlam,,; Admr::dure; -
;
!
i , SUj:l!:llier: 'RinKer )1
Ii -,
L.oc:atlon Of F'1<lcemen~ Augllr C 1St piles II
R II
:'
'I Sam~le pilU~se II
I'
: Test '
II fype of 11."9. PoI::)I(. (:l)mpt;!$r;,iliol! II
AgJ! Oimol\. X-$$Gt. Compl'l!l:a::ivl! StNftSth AI/$r3ge i
i: Date Tested l)aYG FnlctYnJi fir!, \ N>Q3 {In.) I.o~o 111>$.1 (P$i) ~II
11 ; So30.04 7 j
~ 2.966 7,00 3 Hl:!O 4SCO I
8.30.04 7 3 2.Slll5 704 29410 41$0 4340 il
I
I! TEST 9.20.04. 2!l :3 2.990 1,tl1 39nO 5590 Ii
il RES U L.TS 9.2LHl4 28 4 2.999 7 m; ,'l,711<ln "'''71' S4sn II
II H : - - I 1"- I -..- I.... FI
il H
II REMARKS This; Fc!'!YI Col'lf"rm!l: IMill ASTIIt C 39 II
...._~~ .. - ...-
~ OJ ~ 0 [[J
1 '" Cer't(>. 2" Gcna & S~fil, :,\ '" CI;'lI1$ "Sh~llT, 4.. 51-",,,r, $ " C.>h,ifj'Hillr
Dei 14 2084 09:15 3215380978 F'AGE.iZl8
OCT 15 2004 08: 37 FR F: GJ PAUL CDHSTRUCTI DH 4075995850 TO 13218681247 P. 1O/1E.
(;JJg~!~~~~!~~'''j~'''. Project No.: 32353-020.-01
Report No.: A713S-0823
Sampl@; No.: A7138
Oat(J! 1st Issue: 8...:30-04
Ccm~tIi.lC~Qn M4I~rlei~ TGStillQ . Tr.rflG!,Qld 11'l$)$l:tiol'1 D3ti~ 2nd Issue: 9-21.04
$ao emvard Aven\.JB . f=.1COkilildge, Florida 32~155 Date 3rd Issue:
(S21} 638-CeOO Fax (921) 63S-09i'e FIVl3i 1$$1.10:
COh'lPRESSIVE STRENGTH OF
:r' X 6" CONCRETE TEst SPECIMENS
Client: Mr. Roy Harrell
H:;!rrel! Construetron. Inc.
P.O. SO)! 236186
CQCOOl, FL 32926
I Proj@ct: Country Inn Suites - 9009 Astr9!)!u181vd" - Caee Canaveral, Brevard County} Florida ==l
, !
OeSIGN spoelll." $1'fel1gtn 4000 P$I .,t 28 days ilci<.~t; 4000 psi II U d.~
I OATA Mi:d)lfl$j~ No, 1177170
I I
i Dati! $\lmpj&d: 8.13.(J4 Time Sal'l'lllled: 12:$6:llm i
$eMll'led By: Wl1li~11'I noyer Sl\Jm!l: .- f:
I .1
I, FIf;lO if\idc: NQ,; 12SSS Air Cor\teM (~ \Il'Jluma)~ - i\
I & 1'1.;;ket /Ill): 91S"45~ t COi'leret4'J Temp~ralur!!: 91
i
II LAB Tim p Sa.tet1ed; 1:1!,ZO !!In No, 01 Oylinders Ca~t; e
DATA Quantify of Load: 9 ~u, VGh Ambient 1 empe'~\l,Ire: aa i
II ii
II i W"'.M Added At Slle: C ilal!lln:1 WeatMl!r Ccndlllcn: SUnny il
I "
Contr..WI"'" g\ll'l<lmu, A.cIml,X!ure; I
I --
I SUIl11Il!lr: ~In~er
I.,,~fion of Piacllrni!rrt: Ai,lger CIS! ,:llles
r Sample: pile #256
! , Tnt I
i Avg, Max. CQmpn~lve I
i I AQa Type Qf Dimen, X-Sed O.ol'l'lpr/lGtNll Strllnuth I Average
Data Tesllld Days Fracture tin.J Anlla Un,) Load fibs.) !Plll1 IOSI]
I &-30-0.4 , :3 2,990 7,01 2S02C1 :mo
8-30-04 7 J 2,995 I 7.04 26360 3740 zno
: leST 9-20-04 za 4 2,986 1,00 43020
I 6150
~eSUl.TS S-20-04 28 ,:1.99~
fl 4 7,06 436S0 S170 6160
I I
II H
H
"
ii FU;MJ.!iK$ Tl'lis Form CDI"I'Ml'I'I$ WIth ASTM C 39
I
- _....~, if
~ OJ ~ 0 ([]
1 "Con~, :2 = CQr!e & $plll S '" 0:>".; & Shlilar, 4 '" Shear,S = C,iumnar
OCT 14 2004 09:15 32163SeS?S FAGE.09
OCT 15 2004 DE: : 38 FR R ~J PAUL CDt--.lSTRUCTI ot~ 4075995850 TO 13218581247 P. ii/iE,
.lfJl ... t.+1 ..& tJc:J'4 tJ:l. .l. tJ ..j..J.O.:lOt"f..:J/O t-li-_ j.....~......f"'I. I ~.....IJ_ .&.IMJI ~.",;
mg~,~~~~~~~~,~,"~,. Project No.: 32353-020*01
R0POrt No.: A210:3aOe20
SampJe No.: A2103
Dat~ 1 st I$$ue: 8-30-04
ConS\tuctiQn Matafi 31~ TIlS~ng . Thr05Mold Ins l&<;lio~ Date 2nd Issue: 9-17 ..(J4
a~o Brevard Avenue . FloC:kll3dge, Florida S:?SS5 Date 3rd Issua:
(.3:3"'1) G3i..oeoe Fa.x (':'l2~) 6:3S-0978 final issue:
CO,ni=ReSSIVE STt:tENGTI; OF
3" X S" CONCRETE reST SPECIMENS
Client: M,. ~oy Harrell
Harrell Construction, Inc.
P.O, Box 236126
Cocoa, FL 32926
ProJeE!t: Country inn Suites. 9009 Astronaut Blvd, - fape Canaveral, Brevard COlmt~, Florida I
I DESIGN S~eclikd Strength 4000 pSI ~t 28 ~ Tl<:kal: 4000 ~ a\ 22 day!:
i
ClATA Mix Ceslgn No. 1177110
II Dale 5ampl~~: 111.20-04 Time Samolec:l: 12:4.5 pm
SSl!'1lDllld By: Wnllam Hoyer Slum;:: .-
I='IEll) Trl,l~NCl,: HllSCl8 Air Content (by velume); II
....
!
.iI. TI r:k81 No.: 91S70242 Concrete T","Il!lr:l!url!'1 92 i
I I
LAE:I I Tim e Elatched: 12:06 ~n' No. of Cylll'ldSf"S C3st 1
'6
II OATA Ql,Jl:lntilV of Lo~d: 9 eu. }(ilL Amb!erlt iemJ)ei.ltUre: 91
~ W~rer Added At Site; o Qallon:: Wel!lll'ler COlldition; Sunl"l'"
,I COmfiictcr !;lyn;;lm!, ' AdmilltlJ?e: - \
I SLlopiiet: Rinker
LocaColl of ?I:;;c:ernent: AugAr enSl pll (IS
Sample: o!1e'#300
T Gl:t
I "V9. M:I)(, Compressive
ASI~ Type cf e,man, X-Sect. C:omprU$iv$ Stt."'gth A{~~9&
Data T/l!lled Oey., FI'l!IC'tul'B lin.} Attll (in, I I..caclllbs, I IIlSi) lif
I,
!) 6-27-0" 7 3 2,99Q 7,01 25270 3&10
'I 8-27.04 ., 3 2,990 7,04 2a71 0 3650 3630
II u
;' TEST 9.17 .Q4 2'3 4 2.986 7.00 38030 S43Q
~ F!;ESUL TS , 5SSO I
9.". -D4 25 4 :2.9~9 7.D6 40110 1 S660
i
r H
H I
, !
" REMAR,I<S ThIs Form Cortforms WIth ASfM C 39
!
,
lliJ aJ ~ 0 ill
1l!! CM;,:1" Cone & S!:JIi~ 3 '" C:w!!!" SJ,e9r, 4:: Shear, 6 = C"IUmFlaf
aCT 14 2ee4 ~9;1S 3.216380576 FME.;;E.10
OCT 15 2004 08: 38 FR R ld PAUL CDH~;TRII(:T IOtj 40'7<::QQc::p,C:i/j Tn '":?:J 1 P,6P,1 ""'7 P. 12/1E,
J.~/.lq!.ti:H~"+ ~"':'J.r.J .,:)LJ. O;SOf..!;;i I 0 '-- 1...11......... I...~~;.\_..-t_'._.'_ 1,- 1.'_'.:"- - _..':::'''1 ,. .-- --. --
m~~~~~c:~;~~..~,,~, PfOj~ No.: 32353-020-.01
R9port No.: A210N1820
S:lmpli!! No.: A2102
Date 1st ISSUE!: 8-30..{)4
CQ11strVclJllrl M!Iler1al5 iesling . "'hlKhCld IMlJ 18~,tjon Ca1G1 2l"u:f isSIJO: 9~11.04
620 Brevsrd A:"Ml,JtlJ . PltlcidedQa, FiOrl!:!a 3.2a55 Datt 3rd Issue:
(321) e3s-oeoa Fax (3~'} 63S~0978 Final Issue:
COI~PReSSIVE. STRENGTH OF
;)" X 6" CONCRETE TEST SPECiMENS
Client: Mr, Roy Harrell
Harrell Construction, InG.
P.O. Box 23S1Si
Coco~. FL 3'-~2El
'Proiect: Country inn Suites. 9009 Astronaut Blvd. - Cane Canaveral. Brevard County. ~lorlda
r DESIGN Specified Stren~h 4000 psi :<It 28 !:l3ys Tiellet: 4000 psi !I! 28 d.ays .I
II Di\TA Mix OeS!ar: No. ; 11117D
I
I D<ll$ $amplli(J; fJ..2o-04 Time SamplEd: 8:11 am
1
.s'I'j'lFi~ ey: William!~ Slump; ..
FinO Truck No,; 2154 Air Content (i;y volumel: -. II
!
to 'ildiitlNo,; 91568114 Cono~~ TII!'I',~ll!'3turf: 91
LAB iimf! Satclied. 7:12am No. ('J! CvllncGfS Cast 6 ,
DATA Quan~1Y of L.l;ll.ld: 9 cu. \Id'" I Amblen! Tmpet<lture: 90 "
"
:1 W3teor Add@d At Site: I Weatner C<il'lclll;ion: ii
! o 9<1110n:. SUl'lny ~
i COlitrilCIOr: Ovnami" !
I Admixture: --
I Supplier: Rinker
"
, I location of P1a~ern en!; Auger c: 1St ~i!e$ Ii
,
I I
I' I sample: lUll! lJZ7J I
To", 'i
~ Ali!il. M:p:. compressilJl! !
A9. Type of DimGn. X..soct. CQmpr"u,,\lQ Str.f1~h Averalle :i
I DiI,. ie$t~r:1 OiYS FrlilCll.lte Jllt.1 Arl!tllir;ll,l 103d rIbs.' ros. (1:)$11 'I
II C-27 -04 I
) - ., ;a 2.SlSS 1.00 29630 42~O
a-ZHJ4 ; 3 2.990 7,01 24100 3440 3a40
! TEST 9-17-04
2a 4 2.985 7.04 40660 57l!O
'I RESUI. TS 9-17.04 I
II .28 >4 l,oe
[ t...2-~!lgg 39040 5530 5660
H i
I -- ~
! H I
I
I REMA.RKS Tnls Fonn Conform!! With ASfM C 39 ,
-~.~.-~"., . -
~ QJ 0 0 i I
III
I:;
1 .:: Con~! :l .. Cene'!' Split. ~ = COI'II) & Sh~.ar, 4" Shear_ Ii '" O~lum!'\.t!f
OCT 14 20B::! 09: 16 32:6380978 P~GE. U
. . OCT 15 2004 08: 39 FR R I,J PAUL CONSTRUCT I m~ 40759S5850 TO 13218581247 P. 13./1:=t
.,..t:.,J1 .-v/ ""Vl,,.l' ldI............. '-'1.......__.........,.....
mg~.~~~~~~~~~'OI~O~. PrDject No.: 32353..020-01
Report No.: A2112-0S19
Sample No.: A2112
Dat~ 1st Issue: 8-21.04
Can~~Mllol'Il\j I'lWillJs T elltll'iQ . 1l'Ile~oold lnspBrn,on Date 2nd Isuue~ 9-16-04
820 $tfrvard AVEJrnJe . Rc:lc!'<;ledQ8, Florida 32955 Date 3rd Issue:
ca21) 638-01.10$ ~ax (3::2"1) G3e-OSll3 flnalls$ue:
COI~PRESSIVE STRENGTH OF
3" X 6" CONCRETE TEST SPECIMENS
Client: Mr. ROY Harmll
Harrell Construction, inc,
P.O. 'Box 236186
Cocoa, Fl 32926
Proiect: CQUl'ltrv Inn Suites - 9009 Astrorlaut Blvd. - Cape C3naver~L Brevard Countv. Florida
DESIGN Sp~cirle(j Streng tn 4000 psi ~t 28 d~ys TleXQI: 4000 psi at 28 day:; :1
DATA MlxOesicm NO, 1171170
II D.:IIO Sam pl\i!!!: a-19-04 Time S~l!'lollld: 8:09 ;am ~
I
I Sampled 6,,: Wllllam Beyer SII.ll'I\o: - I
~ ;
FIELD Trudl NQ.: 22597 Air Conterlt (trv vol ulTle); -
II
ii
~ & Tlclcet, No.: 9156390 Concrete femplll"llt\JlT;; 90
L.AB Tim!! I!latclied: 7:03 M1 ilia. of Cylinders Cast !
6 i
II -~I . ~I:
r DATA Qu;ntlty of Load: 9C\.l,'1.h Ambleill T~mollrllWt~: il
I
[ . ~g
II W3tef Add;d At Site; C gallon:) Weett1er Condition: j Sunny I
,
,i !
I' COr'ltl:3t:tor: Dvnami(, AdFi'i;:>;lure;
i I
I SUliplier: Rll'lk$!
l..o<:aHOM elf PlllceM ~!'1t: Auger e l!:t pill!lS
I S:lfl'\pie: pie #91
il Test
II A"'a . ~al(, Com):lrDsslvi Average I
II Age Type of o:;nen. 'x-Stet. Comphlssl\le Strlln9~h
I i)~e Temcd Da )'W 1=f'lll/ltUrlII in. 1 Ar,,:! 111'1.' Load IIbs.) fpsi! (TJsil
1l.2e.G4 '7 I ~ 2.S9Cl '/'01 31170 4450 !
8.26-0.& ., S 2,995 7.04 33090 4100 4~aO I
I
I ""S'f 9.16-04 28 4 2.ge6 7,00 38750 I il
:i5<lO I
I I 5370 i
RESUI.:rs I 9.116-04 28 4 2.999 1.01; 36e10 5190
I ! .---
II H i ]
r I ii
d
il H II
REM,ARI(.!; 1ll1$ Ferm Conforms VVltl1 ASTM C 351 ~
.....- ~ ., -
~ cg ~ D illJ
1 ;;; Conef 2 = COMe & $p!ltt 3 = Cotle -& Sr.9ar. -4 ~ Sha~r. 5 ~ C ~lu~..p\ar
Dei 14 2204 09:i5 321638El978
PFlGE. 12
. . OCT 15 2004 DEi: 39 FP P I,oJ PAUL C:ot-iSTRIICTIm~ 4[1'7<:;Qqc:oc:TJ Tri 1 ""'1"6"" -'4'"" P.14/15
llO/.,LCl/ :t.~'a"l !:3"j":.l..tI ")LJ..O.,;1Ci~;;J~U - - ..."...'--'-' ,..'.,;,,_:_:-;'._"_r'l.-I,-,c - _,_ic. a to.!..':::' f
mg~~~~~~~~w~~,,,. Project No.: 32353-Q20-01
Report No.: A2i13-OS19
Sample No.~ A2113
Date 1st Iss\.lo: s..21-CJ4
Constl\ldi::iI' Matenai1; 'iS$lit'lg "Thfllsntllc11nspllr.!lon Dau~ 2nd Issue: 9-16-04
820 erevard Avel"lve . RoeKI.,.cIge, j;'londa 32955 Patl! 3 rd Issue:
(321) ese-ceoe Fa>: (321) 638-ot'6 fll'lalls$ue:
COUPRESS1VE STRENGTH OF
~.. X 6" CONCRETE TEST SPECIMENS
Client: Mr. Roy Harrell
Harrell Construction, inc.
1',0, Box 236186
COCCGi, FL. 329~6
Prolect: COUfltrv irm Suites. 9009 AslrOfl3ut Blvd. - Ca~e Csnaveral. 8revard COUi"lt'j, Fiorida -- .
~ DESIG"l $peei'l'ied Stren;th <l000 psi at 28 days Tickgt; 4000 psi :!It Zg days l
:I Q,li"TA Mill: Oesi!ll'l No. 1177110
t oat~ Sampled: a.1g.04 llme Sam/:lle.d: :/.:15 ';1m i
-.1
I S;ampied Bv: 11
II WIIII.,m Heyer $~p: - .,
I
11 FI51..0 Truck NI:l.: 17208 Air Content (by YclLimlil: I
..
--
!
I, &, TIckel No.: 91566254 ConCl'llite Ternplmlture: -
LAB Time Satr.had: 12'24 jlnl N(j. of Oyjlriclef$ Cast: 5
~ OATA Quantity of I..Qed: 9w.w!; Ambie111 r~mJ:;@!fi!l'.Jre; S2
i ~atilr Added At Site: o gallon! I Wt;~!!'!!lr Condition: Sunny ,
,: D-mami\ Admlx!lJre:
I Conlractcr: ..
f
SUpj:llie.r: l'lillker
LQ~llon 01 Placement Auger QIS! piies "
Sample: pile #84
Test
Avg. MllX. Compn'l3$!vC
Agli TY!le Qf o~~~n. X.teot ComprnslvlIl Strength AV@f3!jl:l I
D~ Te~od Davs Frllctunll .1'1. Jl.I'u 111'1. \ Load IIb5.1 lesf! IC!;Iif
8-2.1>-04 1 :3 HIsS 7.04 29360 4170
~2&.O4 7 :; 2.e90 7.0\ 246Z0 :;540 Sa90
,
TEST 9-16-04 21 4 2986 7.00 39100 S~9Q :
I.
RESUL. TS 9-1 S-04 28 !I
-4 2.9$9 705 I M960 4950 I 5270 II
H I
I-i R
Ii ReMARKS 1'111$ FonrI Confl:lrml:: With ASTM C :J9
! .....
.. . ~R.: :'!::_... --- -
~ [] ~ D illJ
I
I
1\ ! ~
I i 5
1 ;;; CQI1~. 2 ;: Cone.& Slllit. 3 = CO,,\! & $he:ar. Ii '" Shear, 5 ;: Clllumnar
n~T 14 ~~~4 ~:1h ~~ 1 ~_~~~~?~
~~~ 1~
RCT 15 ~004 08=40 FR R W PAUL CONSTRUCTION 40759958S0 TO 1321R5Rl?47 P.15/15
16/14/..864 G:l~.l~ j~.l.t:..;II:I~':lltl vt:...? l'.U,""" - - - - - , ..-- - " -....
m~"~~~~~~~.~,~~. Project No.: 32353-020-01
R9p0l1 No.: A2024-(H~16
Sampie Ne.: A2024
Date 1st Issue: &-23-04
ConetnJeUOtl M\1lte~als Testing' rM;:;hOld In~!}ECtion DatQ 2!'1d Issue: 9-13-04
8:20 Brevard Av~!"lu~ . Fteel<ll$)dge. FlorIda a29~ Date 3rd Issue:
(321'638-0006 J;"a)( (3::!1) 63S-097e FinallsslJe:
COllllPRESSIVE STRENGTH OF
3" X 6" CONCREiE TEST SPECIMENS
Client: Mr. Roy Harrell
Harrell COl'istruclion. Inc.
P.O. ao~2361SG
Cocoa, FL 32926
ProieQt: CountrY Inn Suites ~ 9009 Aslrell1aul Blvd. -Cacti! Canaveral, Brevard County, Florida
!
I Of1SIGN Spl:dlled Streng\M 4000 psi ~t 211 d;ys Ti~~1: 4000 psi lit 2& c!1l)'S
OAT" Mill Oatlgll NQ. 1111170
~ Dl!lte ~M\ple~: 8-1(;.04 Time Saiilr.>le:;l: J:Mpm
~
Samp!ed ay' JOI'l EHad, Slump: ..
~ I"IELO Tr,;..k No.: 1004SS(JS .Air Contenl (b'/ vOlume): -
I'
I
I & 'Tlc:ket Ng,; 9,S5eoliS Concrete Temperature: tl2 ,
~ !.AB Tim@ Batciled: 2:44 ern NO, of Cylil'\dar!: C~st S II
i' f
DATA Quantity of L.o"d; 9 CI.I. !!!l. Amblllni Temperllwre: 93 il
:1
1 Water Mdad At Site: " a.ellons Wcatl'1ef Condll:ICln: ~artljl Cloudy
i );
COntractor; 'Harrell [;Omit!. Admill:lure' .. .
Supplier: Rinker ~
Ii Locatlon of Pla~ent:
II AiJg~1 cast !:lites
$;IIT1j:le pl!s #2
U I Test
I Avg. 1\1 ax. Compr=i\l~
I Age Typo ~, O;m~tl. X-Sllct l;('lI"rlprl!!:!;iv(l Strength AVIlTage \
Date Te$ted oill'!l f,actul'll IiFl. Am", (in.l Load fibs. \ (J)S~ (pslf
a.:i!:l.04 '7 :3 2.8M 7.01 314!;O 4490 I
a-23-04 '7 :5 2.98e '1'.00 33210 4140 4620 I
reS'!' 9-13-04 28 4 2.995 7.04 42930 l!100
RESULTS 0.1341 2S 4 2.99S 7.06 44~1 0 6SeO S:230 Ii
H
Ioi
j:tEI\UJ~:KS Tllll! Form Conforms With ASTM C 39 II
-
[J QJ ~ D ill]
I'
5
1 :: C~n~i ~ ;; C~n€; & Split 3.. C..one & -Sheer.. A = Skeer~ 5 ~ eO~_\f!l."aF
OCT 14 2204 0'3:17 3216380978 PF1GE.14
, [lCT 15 ~004 0E:=40 FRR I,J PAUL C=iHSTRUCTI[lt~ 4075935E:50 TDi<::J185Ri:J47 F'. 16/16
1<1/ ~../ "1:It:l4 <:i~..l.l;l .::l~...C;;;lcr;;;lIt;l ~~~ ..~~." _._~ ---, .- - -
m~~~r~~~~-",. Project No,; 32353-020-01
Report No.: A2025...o816
Sample NI:I.: A2025
Date 1st l$sue: 8-23-04
Con:>l.l1.Ic!iOI1 MelteMalB '1'1l'.lt1n\il . Thl~.)rold 1"5 )IleliOn Date 2tld lSi&ue: 9-13-04
a:co Brevard A.v~nue . RQ(;;kiedge. ::')orlda 329!5'5 Dat$ 3m ISSLle:
(321) 638..0800 F-OIX (S21 1 6390-097S Final Isst.U1i:
COIRPRESSIVE STRENGTH OF
3" X 6" CONCFU:TE TEST SPECIMENS
CI ient: Mr, RQ'y' Harrell
Harrell Ccnstmclion. Inc,
P.O. 80x 2$6186
Cocoa,FI. 3292a
Project: CountrvlM Suites - 9009 Astronaut Blvd. - Caoe C3"3\1arai, erevard County, Florida
OESlaN Spel';!lied Strengll1 4000 psi at 28 day~ Ticket 4000 psi at 26 da~
OATA Mix Pe$,(lI"\ No. '177~70
I Date Sampled: MS-04 'Time Sample<;:!: 1:49pm
II S.1llTlpJItd By; Jon Blat K Slt./mll: -
~
il A~ CQntenl (bY vQ\J.Jl1'1el:
Ii FIELD Tr\JCl< No,: 100'&5(8 -
~ "
,
" & Tit:lililtNO.: 9155SaHl Concrete Tem ~eratJJrQ; 94 I
II I
t
~ LAS : Tim e ~'i!ltched: 1.:1:.42 eon No. 01 Cvlind@rs C~st e
ii DATA Qual'\titlJ of Load: 9 Cu. Vdi'. Amlliel'll Tampel"llture: 94 I
II !
I Water Added AI Site: Ogal!(I!'iI: Weather CondiliQfl; F'\\rt!y ClOUdy 'i
1 COl'\trlliCtQr: . Half!11 (:cnstr. Admixtvrtl: - ~
I SlJPpI i ~r:
I Rinker If
I 'i
!. I.c.c:-ailon of Pl..eemenl: AIJ9l1r i::lst pH@!; II
1, S:amplll~ tHie #121
A~ Ma~. Test I I
compmssl~ I !
Aa~ r ype of D'm~r" X. S.o:;'. ComprUlSSfvi!' Stmngt.1'l I A\/I':r:lgl! I:
O~" re!Otlld Davs Fl'actl.lt"('! Ihi. Ar.a On.1 l.oai1 lib,. I tosii '!~I
$-:13-04 7 :3 2990 7.01 39980 5153Q Iii
, Ii
8-23--04 ? :3 2999 7.06 44810 6350 I 59~O ~
TeST 9-1 3-04 2~ 4 Z.986 700 :39790 5680 U
i ~ESULiS ~-13.1)4 28 1\ 2.99:5 7.04 4tlJ60 1 8590 i (7140 II
! H i ~- I I~ I 1
( H - =t 1-
REMARKS Tnls Ferm Ccnmrms With ASTM C 39 [I
- J..~ 'I
~ QJ ~ D [[]
II ~
, . Cone. <1 · Cone & Sllllt 3'" CoI1!t & ShMr; 4 .. $r.e~r, 5 .. C'l!!J!'MM!!!r
OcT 1.4 201M \'iJ9: 1'7 321;;380978 P~GE. is
** TOTAL PAGE. 15 **
ELIMINATE ROOF EXHAUST FANS ON
ENTIRE PROJECT
. Owner wants them out to save money through our suggested V.E. savings
. Owner has complaints at other hotels from fourth floor occupants that late night
noise from roof fans running continuous
. Maintenance of exposed thin wall fans with salty sea air
. We enlarged individual fans for additional CFM -
. The fans have back draft dampers
. Keeps building in more "positive" pressure condition and controls infiltration of
warm moist air into the building
. Code compliant- meets current Florida Building Code. Newest project is a
Hampton Inn 4-story in Lake City; same situation- no fans -, tlv"'"i.W .-
5
. Engineer of Record from the north is o.k. with no fans, but o.k. if Building
Official is in agreement
,
. .
l..-udl 6'D i.Mn~ II'\. S 1:;t
iIIb
Page 1 of2
Todd Morley
To: weberarchitects. com/nw
Subject: RE: Roof Fans for Country Inn & Suites
Neil,
Mr. Lindell has been corresponding with Dennis Clements, Building Inspector/Plans Examiner.
The shaft as proposed appears to be capable of being code compliant without the use of
dampers.. After discussing the issue with Mr. Clements, we have the following comments:
. The Florida Building Code refers to a requirement that the "airflow must be upward".
. Mr. Lindell indicated that the hotel is designed to be under negative pressure. This would
indicate a requirement of forced (upward) air in the shaft with a volume capacity which
overcomes the pressure differential. Please provide information on how this is to be
achieved.
Please forward this information to Mr. Lindell and let me know how we can be of further
assistance.
Sincerely Yours,
-Todd
Todd Morley
Building Official
City of Cape Canaveral
105 Polk Ave
Cape Canaveral, FL 32920
Phone 321-868-1222
www.mvflorida.com/cape
E-mail: morley-cape@cfl.rr.com
Fax 321-868-1247
-----Original Message-----
From: weberarchitects.com/nw [mailto:nw@weberarchitects.com]
Sent: Monday, March 14, 2005 8:27 AM
To: 'Todd Morley'
Subject: Roof Fans for Country Inn & Suites
Todd....
I understand that you talked to Dick Lindell (the Mechanical Engineer of Record)
regarding the layout of exhaust fans for the Country Inn & Suites......has there been any
conclusion from your office?
Thank you!!
Neil Weber, AlA
Weber Architects & Planners
3/14/2005
Page 2 of2
2280 Watertown Road
Long Lake, Minnesota 55356
(952)476-4434
nw@weberarchitects.com
3/14/2005
FF'Ot'l : L. i nde 11 En'; 1 ne,::or i n '3 FA;< [.10, : 7635~;29214 i'lo3. r, 11 2D05 E1'3: OSAt"l P1
LINDEll ENGINEERING, INC.
3411 Kilmer Lane North
Plymouth, MN 55441
Phone (763) 542~916J
Fax (763)542-9214
i nfo(Cill!ra:Je!leng .com
FAX TRANSMITTAL COVER SHEET
Date 8~mar~05 Project No. 04 'l3
_.__~_._m
---~..........-~- Project Name Country Inn & Suites
~._.
Cape Canaveral Florida
-----
F,'lX To; Company:
Dennis Clements, Asst. Building Official State of Florida
-_._--~~--~------------- ------------- ---
Fax Number:
(321) 868-1247
----------------"-----'-'-,"""--
Message From: Dick Llndel!
.~ ~ - ..................,.........-,-.,.~-.,.~_.--.--.-
Number of pages transmittecL3 ~, including this transmittal form.
if transmission received is poor quality. or is not complete, please notify the contact
above imrnediateiy, If you have received this fax in error, plesse nOtify us immediately
by telephone ny' us collect.
Message:
105 Polk Ave. Cape Canaveral, FL 32920
(321) 868-1222 (321) 868-1247 (fax)
Fax
To: Lindell Engineering, Inc. Atten. Dick From: Dennis Clements
Fax: 763-542-9214 Pages: 2
Phone: 763-542-9163 Date: 3/11/05
Re: Country Inn & Suites cc:
o Review o Please Comment 0 Urgent o Please Reply o Please Recycle
~
~......
'0, ...~;fi
~
,,,/.1-'// ?
/
I/') /1 /
/ I / /. """
l I I II --iL ~~?'
i' bY!. J'-v,j!l';fla~vf t:.~~?-
'A/i//'"' "p.l
.~. \
FIRE-RESIST ANCE-RA TED CONSTRUCTION 715.5.3 - 715.5.3.1
3. Such walls are penetrated by ducted HVAC systems, damper is required due to the penetration of a fire-resis-
have a required fire-resistance rating of 1 hour or less, tance-rated wall. The smoke damper is required in order
are in areas of other than Group H and are in buildings to limit the migration of smoke to other parts of the build-
equipped throughout with an automatic sprinkler sys- ing via the shaft and the chimney effect (see commen-
tern in accordance with Section 903.3.1.1 or 903.3.1.2. tary, Section 707.14.1). The exceptions allow only the
.:. This section includes three exceptions to the general re- removal of the fire damper; the smoke damper is still re-
quirement that open duct and air transfer openings in quired.
rated construction be protected. Exception 1 states fire Exception 1 recognizes that the presence of a vertical
dampers are not required for duct penetrations of fire subduct in a shaft will also offer some degree of fire re-
barriers when the assembly has been tested in accor- sistance should the duct outside of the shaft collapse.
dance with ASTM E 119 without fire dampers and the Steel exhaust ducts that consist of a 22-inch (559 mm)
required fire-resistance rating is obtained. In this case, vertical upturn in the shaft need not be protected with a
the penetration assembly has been demonstrated as fire ~amper if there is a continuous upwarp airflow to the
preserving the fire-resistance rating of the wall assem- outSide. The continuous airflow will create a negative
bly. pressure in the shaft as compared to adjacent spaces,
Exception 2 reinforces the provisions of Section thereby minimizing the spread of hot gases from the
715.2.1 (see commentary). A fire damper may interfere shaft [see Figure 715.5.3.1(1)].
with the operation of the smoke control system, how- Exceptions 2 and 3 are identical to Exceptions 1 and
e~er'msomejorm of CilteroCitiYe prQtectiQO rllLlstbe pro= 2 to Section 715.5.2 (see commentary, Section
vlded due to the duct penetrating the fire barrier. .. . 7155:2); 'mm ...... . ..... ...... ...... .mm .. .... ..... ....... ............... ......................
Exception 3 states that, in occupancies other than Exception 4 states that fire dampers may also be
Group H, fire dampers may be omitted in duct penetra- omitted in exhaust and supply shafts that serve a ga-
tions of walls having a fire-resistance rating of 1 hour or rage and are separated from all other shafts in the build-
less, when part of a ducted HVAC system in a building ing by a 2-hour fire separation assembly [see Figure
p:otected throughout by an automatic sprinkler system. 715.5.3.1 (2)]. Requiring fire dampers in garage exhaust
Fire dampers would still be required for penetrations of and supply shafts would not significantly prevent the
walls requiring a rating greater than 1 hour or for fire-re- spread of smoke and fire within the garage, since the
sistance-rated floor/ceiling assemblies. Fire dampers vehicle ramp from floor to floor is a much greater conduit
:^,ould .also still be required for transfer openings (open- of smoke and fire in a garage.
rngs Without ducts on both sides), through fire barriers. If
a plenum system is used, fire dampers must be
installed.
715.5.3 Shaft enclosures. Ducts and air transfer openings shall
not penetrate a shaft serving as an exit enclosure except as per-
mitted by Section 1005.3.4.1.
.:. See the commentary to Section 1005.3.4.1 for addi-
tional information.
715.5.3.1 Penetrations of shaft enclosures. Shaft enclosures EXHAUST GRILLE ASTM E814
FIRESTOPPING
that are permitted to be penetrated by ducts and air transfer
openings sha~l be protected with approved fire and smoke damp-
ers Installed In accordance with their listing. SHAFT RATED
PER SECTION 707.4
Exception: Fire dampers are ~ot required at penetrations of
shafts where:
1. Steel exhaust subducts extend at least 22 inches (559
mm) vertically in ~xhaust shafts provided there is a
continuous airflow upward to the outside.
2. Penetrations are tested in accordance with ASTM E
119 as part of the fire-resistance rated assembly
3. Ducts are used as part of an approved smoke- control
system in accordance with Section 909.
4. The penetrations are in parking garage exhaust or sup- V'-'
ply shafts that are separated from other building shafts
by not less than 2-hour fire-resistance-rated c;nstruc- For 81: 1 inch = 25.4 mm.
tion,
~..... Tt.-..:..... ....................:_....... ................ . h +h +' rI Figure 715.5.3.1(1)
T."Y I III;:) ::'~vllUII I v\..f\..nres UOll1 lire anu smoke dampers at I
duct and air transfer openings in the shaft wail. The fire FIRE DAMPERS-EXCEPTION 1 I
I I
2000 INTERNATIONAL BUILDING CODE@COMMENTARY 7-81
FROl'l : L i nd.e 1 1 Eng c. neeri n'3 FA>< He\. :7635429214 i"jar. 11 2085 DS: Clt=,Ai'l P2
Fi~E.RES:ST ANCE.RtI. TEll cONSTRUCTION
7Hd,L1 Fire damper lldultting 01'1114:1:. The fire \11), redm;(; the Jil';c.rcsisLuncc Illtin.\: \Ii" the Elsr,embly, A.;.ce~s
dampc-;' a.ctWiIlng clevie!; ;.thaI! meet one ofthc f\)lI,)wil1g pnllllsshali he Id:::ntil:(;d (1,J UlClextcriorby a label
requircm.:tl1,'i: having letters not lcs~ [h(\tl 0.5 Inc.h <: 12,7 mm) :n hClll;hi rcad.
I The D(Jcmli1ii?, tcmpcr!1C1.lrc ghall be <lppl"Oximatcly lng: SMOKF lJAMPER or 1'lkE D/\MPFR, Access dOQrs in
duds shall be light fiUing illld suitable flJl' the required duct
5tY'}' fI O'C) ahove the nom:,,1 tcmper<ltllre within con struclilill,
the' dl.l\!t sysrl;lll1, but not less than l(iooj1 (71 "C).
2. The upemHng tCl11pcrallll'(' sb:!! be nol more than 116.:5 Whn!: required" Fin.',lw.t.pcrs" :;mol::cdampcrs, comb!-
286'1; U41"C) whcr;; lo\':ntcd in i1 "moke ~(lt\1m! natiGrl t~n:/sm(lkc dampers and ~\iil ing md"tlon dampers shill I
system complying with Secdrm 9()Y. he prc-;idcJ at the locations pn:;scribcd in this section, Where
;\ Whd'8 11 combination Ore/smoke damper is 10" llt'lllssembly is required ,0 hOlY:: both lire d<lmpcl'~ and smoke
dampE!"s. combination j'irch;mnkc dantp"fs or " lire damper
cated in a smokl,; <;(lll,ml system CClmplj'ir'lg with and a smoke damper shllll he rllqulrcd.
Section 909. th C Orel,,.ting tcmp:::Tllwn.: nldng .~hall
bi.:: approximately 50"F (I0~C) l1b'J\'c the mmd" 716,5.1 Fh~ wall:'!, Ducts and air (nll1;:;I'.;or opcmings pet'mit-
mum smol~",c(introi system desiglied operating led in tire ,"valls in accord"rlc(; with Secrion 705.11 shall he
tempcratur,'Ntlinilixtmum tcmpcmtUr..' of351PI; protcc:.d with lipp!'(\ved n,'c dampers installed in llccor,
(J 17~C), Th\":it'mp~"IHlJre shail not excecu th<:: Lit dance with tl1;;;1' listing.
555:'; dcgrw;.l~!.iOll i'::>! temperature r:lting nit :1 716.5.1. Fir" hnrriel'S. Dl1CU; allt.! 111" traM fer opcnings 1M
combinatjil~;j\tehilioke damper,
'.,f" " 11fc barriers shaH be proledcd wi i.h <ipprC1vct! ill'" darn pel'S
,:l.2Smllkedftlii~ei' r;;lin~~, !-;Ttioke damper leakage installed in accon.hnc!:: \vith their ltsdng.
rat ng'l sl1allnot be less IOHn Clf.lsS l!. E!evated tcnipcil1illrr ExtcpUo!1: Fire darn pel'" arc not rcquircd at penetl'ations
rat ng,; Shflill1o( b" 1"",% l.hOlI\ 2;;0"1' (121 "c).
716..1,2.1 Snll1ke dampel' actuation mtUIQ(h. The of tIre bllrriel"~; \vhere an) of the CollowIng apply:
smoke Jr,mpcl' shu'l close upon actuation of a llstf;:u I, P~m;;tration~ flrG !:c~ted itl acem'danee with -,\STIIi!
:;moke dc(ect(1!' (\1" ddcctors im.talled ill <l<.:cotd(lMCI,1 with E ! 19l1S plltt ofth:;, i1t'C-j'CSiSUlnce-l'lltcd assemhly.
Mccl:on 907.10 and one of'lhc foHowing methods. ,)5 "p' 2, D!,lct~ arc ll.sed 110; purl nf an r.pprovecJ smoke con-
pl!cnblr.: tro! system in Ui.:ccwdutlcc with Section '1(19.
1. Wh~rc ~ d~mr"t. io; infot,,! 'ed withir. !l duct. a "nokc J. Such wsll~ .are pene,rated by dueled H\i:<\C svs-
dctectOl'shuli be installed in the duct within 5 feel terns. hav" a t'~qll;I\,)d nl":.r~,~iS(MCC rating of' 1
(1524 mm) oflhe tbmpcl' with nu air oulll:ts or ill- houl'o!" le~s, arc ill Llreas ()!'oi!lCI'th'lll GrNlt' Ii lim:l
lei" between the detector and th.~ damper. The dc- m!Ilpl;!.._wJth Ihcpi\.rviH iOJ:::; S,~U(.ll:ili.i.o...thc_~ i I
IGd\)!' shal! be li~ted I'm thc ll.ir velochy, til..ljllu.S.I<;::ILl)J:LIJI;I.S...'!j., F,x lh c purpDses (l f t his eX-
tcmpcmturc !lnd hurnidily antid[lilticd at the point ('cpHon. a GUt'ted HV1\C 'YRtcm shall be a duct
wht!rc it is iIlslalleq, Other :thllti in mech~,,jciil system tor cot1ve):ing supply, 1'~,Urn or cJ;.hallst air
smoke control systN1"t9, shati he dos<,:d as part of tho structure's I fV!\C syst,,'m. Slidl a
tl].1\111 11m :;hllldoWil where local ~;!111)kc detectors duct ~ystcm ~hlli I h~ COil.5iTI1,'.tcd of sheet sted not
rcqllll'c a m:nimulll velocity tif'> opcrnl.e: !cssthHll26 Bage lhi(:kn<.:~~ and f:inlJ be continU01./S
L WhCI'" a d::1111P"1 i~ In;;tallcd above ;;mokc han'i~f fi'om thc air~hal'dli!1g blPplianer or equipment' to
d0\H','; ii', Q SIT)i)k!.) blitr<.:r, u spot-type detector listee the air ()Lltlct find ink! tcrininal~,
tbr l'ck'l,:,tng snvivL' .hall bcin"tallcd on either 716.5.3 SI1:lf! l!1H?lusUI'es, DUcts and cdI' trAliet-h opcnin,iJr~
~idc ,)1 LillO !.'lTlok" bat riel' dOni' opening. f.hall nN. penn"it" a shaH strving ilS I:ln ~1i.jt enclosure ex-
J \Vhtl'c", damper is im,tall.;oQ withiti llrl U/l(!u{:\cJ ccpl ~~ permitted hy i:iecUon !OJ ,/, 1,2,
op<::lJing in iJ wall, II r,r<lt-t)'pe detector 11.<;1';(( I;'r 1"(;- 716,5.3.1Pel'letl"!Hi()n~ iii' shun "fldosureli. Shan en..
service s!lllll be ;nStliiied within 5 ["eel closures that at~ pcrmi i\.,;d to.; be penetrated by dll::;ts and
(I mm) hClI"i7.CiIIXlJly of the OlltliiX'r, air transfer openings $l'wli be;; protected with iljJproved
:;' Where a dilmpel' is fJJ"I1ilicd in a corl'idor w:JH, ,he fire rn:d smoke aampcrs instailcd in aCl;ordancc wit.h
damper Shilll t><; pcnnittcd to be cOlltrQlled by ii! thei r list! ng.
s-m.9~i:dc:tAAtio)J.systcm iflstalled in the corndor, EXIJ~ptii)lJiIl;
5, \v:i1l:rf~j6ti("coymage mlokt:aelector.S)'5!Cm is
prt:l.yl~ed within it~a.~ J:e;vedb)' fl heatlag.. 'Venti la- t. ,Fire dampers are !1())tequircd at penetrfltions of
H~.fMl4 flir-conditioning (HVAC) system, damP'" ,shafts where: ' .
cl1lll!itd! bepf.;rmittcctc be cootrolloo by the sn'j':>ke ~,tUStSl!bdllCt8 tire cxtcndc,j at
det"'t:t!o!1 system. . . ]/:RSI 22 !l1CliC5(5S~.l mm) vertically ]11
7,] 6,.4 Aecesf~d l?ent.l.fi~ittiM. Fire. w.dnolw dampellJ exhaust shaf):~,.provided there is a <,on-
GI"::1/. biJ. wo'?4~~~~lij1approvcd liHl'1U1S ofacccss, llll"ge tit!' PUS airfjpw uilwRrd to the {.\l.Itsidej
cr:(l(I!~h to pen-mI. J~~!lj)w;ctlOll and '11flinmnance of the. damper 1.2. PCr\crratinmfl.ife tested in accordance
~nd Its operating pnrts. The .aece8~ shall not aff~ct the integrity with AWrM E 119 a,:; plm of the rated
':,!" fir,,-r,:s:stance-r4Icd assemblie.~, The access "pcning:;; shall / assert: b fy.
FLOf!iOA lilUlLDlNG CO!)!". - l'iUH.!)ING /
/ 7,21
/
/
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r-FiJf'l : L i ,-.de II En'3 1 neer i n'3 net": HI]. :7635429214 t'la.r. 11 2005 L(j: 07At'l F'3
AAE-llESISTAt<JCIH1ATED CONSTRUCTiON
1.3. Duct:, :He li~r:J a, pan of an approved 1.6. A ndnlr'num 12~in"h~:ong {O.JU 1l1) by
Sr'l1likc control system designed :;;110 in- OJ)60-1m:h-tl1 id (1,52 mm) ~tcd ~lecvc
:;t.Jled in :.jccfJl'dum;c with Section 909, shan 1:>4: CCI1r.erC0 \,1 each duct opr.mlng The
and whe"'" the fhv JmnpcrWtll intcrth~ ~I eevc 51".ll be s(:cd\lh~d to both sidcR () fIh"
with the opnatl\1l'! uCtlle smoke con(.ro wa:! and all j(,W sides of the 51c~vc with
sy;;tcrn; or minimum J'I,-inch by .1 'i,-inch by
O.a6{)-inc.h m by !),()'lllm by 152
1 A. The pCildmtl(,ns alT i t\ purking gSfClgr mm) Sl<1el n:tal1'lng angks. The rct1l!l1ing
,'xhuust Or supply ~hM'ts that MC sera- [tl1gj",gsh..lI be secul'",d to the sleeve and thc
i'l\Led from "tile.!' building Shilll; by riot w;;ll with No, HI (M5) sncv/&. The annular
ic!;.~ than 2.hmir lIre-resistance-rated ~pacc between the ,~ted slcl..'Vo and wall
con structi or. openinil "hall be lil1ed with ro~~ (rrn~lJrnl)
2, In GroupB C(Jl.:upora:ies, eiJuipped Um,ughout WDO! batting 011 ,t1lo,lde5.
with an3ulC'J1\a\il: sprinkle" ,-y"tcm il1 aceOT' 7Hi-SA,1 Corridors. A listed ~1i1<)j.:;:,d!illlrCrdcsign<)d to
(h'nccwith Sccr.km 903.3 I,], smoke dllmpcrs l'csisl Ill,; of smoke shall be provided tlt C,i<;h
Me tInt l'equire~j at penelrations of ,,!utlls when'll p\:'lnt a dld. ur (!'ansi',,1' Of'Hmil1g penetrates II corridor
:2.1 Bathroorn and loilet room CXI,au,.,,! endosurc rcqelrcd to have smoke and dndl Qul1tl'\)I dOi,!'S
;lpcning~' with ~L:i.:; cxhmst subduct;;. In ilccmd:ll1cG ..vitl1 Section 7 t 5.3.3.
!Juving a wall thkkf\\1~~ of at I~<st OJn 9 EX(:l':JltillillS:
inellE'., (OAB mm) that extend at lellst 22
inches (559 rnm) vCl'tlcl111y and the \;1';- !, Smoke damp\.:rs an: nn, l'cqtl ired wnem the
hllllS! fun fit ill.;; llppt'r terminus, pow- buil<Jing i.~ equipped throughout with an ap-
crcd ('L1ntlnu(H!.~ly in !.\IJcordnncc witli proved ~moke tiOI1tl'oi syst!;l1l in aocoid"nce
the provL:;ions ot'Scetion 909, II. r;,a!n- with Scelion '109, and smoke d,\mpcrs arc llt'(
tains ai rflQw urw<ird It) the outside; or m~e;:&5:i;ry f",' tile opct'alio!1 and control of the
2,2. Du;,;ts arc used as P,ii't of ill! appl'ovl:d 5ySt...i1l.
smoke control system, designed and in- 2. Smoke dampers M<' not roquired in corridor
~lallcd jrl llccord;:m:r.: with Section 909. penetratiol1s where the duct ls C0I1S1TUdr;d of
alld wih;rC the i\mokc damperwill inter, sted nol kSil than (J.019-iflch (0.48 mm) il1
[en) with the Dperation of the smoke Jdcknc55 and ther\; ,!i'le no openings serv:ng the
control sYSI.<.:I11, :~orrl jor.
j, Smoke' dampGrs [,H'C l10t rcquir~d "t penGt!'atll;\!1 71 (',5.5 Smoke !J"n-let's, i\ listed sl'rtokc damper deSigned
of O:hau5t ur ~upply "l)::\t';" in parking, gamgICs 10 I'cs!iillhqjllssagc l,) r smoke I;holl be provided at each p()bt
thr\t arc ~cpal'atct! lI'Otfl ,)(lh~!' building shalls by a duct or air tranMCf lJpr.:l1iI1g penetrates a "make blirricr.
not lesiithan 2-]HHlr lire-re"lst<lncc-l'ah:d (;011- Srtwkc d::Ul1PCc, ~thocls shall
"true/ioll. complywilh Section 716,3.2.1.
716.5.4 Fir!) partitions. Dl.h:t pCllclratiun:, in life partitions F,ueptiom S'Tj()ku dampers arc not required where the
hha:l be wilb approved fin: d;Hi1p~" il1slfdled in openings ir'! dl,lCt:B Qt'C Hmitt,d te a single smoke C0111p.ilt.
accordance with lltiClribling, men: and the ducts arc C,)l1strlJctcd of steel
E~Cel'l:lml~: In /)cC\lp'lJltlc:~ other than Group H, i1rc 716.6 Horizontal a!1$cm!:illrs. Penetrations hy dliclR and air
dan~pet's 2U'C: not t'c(jL;t'cd \vhcrc: tr"T!~ft;cr ,-,p<:r\ings Ma nOQl', I"i(,dceilirlg n;:~~mbly Or the C;til-
1. The' dUd s:r;1km is [;(YtlHtt'Uctcd ofappmvcd mute- ing ITICrribTilflC <>fa r<x~f1ccBing "sscn1biy shall he pr{>t(clcd by
a Sl1E1ft enclosure that complies with Section 707 or shall com.
ri:i)5 in aCCDtdrrncl: ivitn the Florida {Juildiflj!; pI y IV I th Jr.i s section.
Cor!{', AIechanb:d and the duel penetrating the 116.6.1 Tltt'(>ltl?;h pe!1ttratiOI!3. 111 c>ccllpllnc1eS Dtller than
We,ll ii1li<:ls all (,Hill..' ((,!I{]wlng minimum require-
m(~fn$; Groupo 1..2 mid [.3, R d~ict and air tran3fcr opening system
L], The duct shali not exceed ] 00 .;;quare constructed of approved nlatcrlaJ~ir accordance \;"llh the
Florid(/. Mechanical Code that penetrates !I f1re-rcsls"
ncl1cs (OJJ6 n,'} trmce-t;)h'd f!oor!c(:i!ing assembly that eOllnect~ not li10rc
1.2. The duct shall he constructed of .~te.:l ;II thotllw,) SIOries is pc:rmittccl without shaH enclosu1'C protcc.
mil1imli11l of 0.021! inch (0,55 mm) ill tion provided <l fire di1mp~T is lil:;taHcd at the nOM line.
tMickflt;5S. EueptlOlt1 A duct h pCn11ittcd to pC!1ct!'atc tnrl:\: tb.lr~
LL 'rhc,IU\;t~hi:i11 ilOthavcopeningstl1utcom- tJr h:J% wlthom a fire damper at each flQor provided it
ml.:nje;ale the c')rr:d"r with adjacenr space~ meet~ atl of the following reqllircmf~mS.
Ot' rOOf"ri H.
14. The ducBhal! ll~ inBlfilkd ,.boYI) (lceilm.!:!,. 1. The duel r.h"ll be cont"lincd ilnd loeai,;;d withm the
cavity of" Willi hnci shall be CDnstl'uclcd ofsted not
1.5 Th;; duct shall not termin<\Tc: Atll wall regis- less than 0,019 inch (048 mm) (26 gage) inth Ie/(-
tel' in the fin:;-i'''RiRl~l1<;'>flltcd wall -' ll~.S.
7.2:l FU.lf,mA BUllOfNG CODE -- aUll..DINGI
TABLE 705.1.2 - 705.1.2.3.1
Exceptions: c. the walls, partitions, floor and ceiling of the bathroom/restroom
1. Where fire resistance is required because of have a fire rating at least equal to the rating of the hall, corridor or
type of construction only. exit access, and
2. Ducts in accordance with 705.1.2.2. d. the bathroom/restroom is not used for any other purpose than it is
designed.
TABLE 705.1.2 8. See Table 600, 705.1.I and 503.4.8.
MINIIVIUNlEI~~ ~~~i~JAt.l9~()E"Y~Lb~, ~~R'TITIQNS 9. See 704.2.2.3 for walls and partitions in Group R4 occupancies.
10. In Group R4 Large Facility occupancies, sleeping room doors shall
AND OPENING PROTECTIVES1 (hr) resist the passage of smoke but closers are not required.
WALLS AND OPENING I J. See 705.1.3. I.
-
COMPONENT PARTlTIONS9 PROTECTIVES
SIt~ ~Sh()~V~ (including poo(l..S 5fte1()~. 705.1.2.2 Fire dampers
t. 3 .Z.{ 705.1.2.2.1 Fire dampers, installed in accordance
stairways, exits & elevators) VSD Wwt 1'10 with manufacturer's installation instructions, shall
otp' be provided in ducts penetrating walls or partitions
4 or more stories 2 11/2 ~ ;'"", (- having a fire resistance rating of 1 hour or more.
less than 4 stories 12 12 f12-""
all refuse chutes 2 11/2 Doll ~ Exceptions:
1. Where branch ducts connect to return risers in
WALLS AND PARTITIONS which the air flow is upward and subducts at
fire walls3 4 3 least 22 inches (559 mm) long are carried up
within tenant space See 704.2.3 inside the riser at each inlet.
tenant space (see also 704.3) 1 3/4 2. In duct systems of any duct materials or comb i-
horizonlal exit 2 11/2 nations thereof allowed by Chapter 6 of the
- exit access corridors See Note 4,5 20 min. 10, II Florida Building Code, Mechanical penetrating
I-hour walls or partitions, where the duct pene-
smoke barriers See 409.1.2 trating the rated wall or partition meets all of the
refuse and laundry chute ~ 3/4 following minimum requirements:
rooms 1. the duct shall not exceed one 100 square
incinerator rooms 2 11/2 inches (0.06 m2),
3/4 2. the duct shall be of 0.0217 inch (0.55 mm)
minimum steel,
hazardous occupancy control areas I 3/4 3. the duct shall continue with no duct open-
high rise buildings See 412 ings for not less than 5 ft (1.5 m) from the
covered mall buildings See 413 rated wall,
4. the duct shall be installed above a ceiling,
assembly buildings See Note 2 and,
bathrooms & restrooms See Note 6 5. the duct does not terminate at a wall regis-
OCCUPANCY SEPARATIONS? ter in the rated wall.
Required Fire
Resislance 705.1.2.2.2 Fire dampers shall comply with the
4 3 requirements of UL 555 and shall bear the label of
3 3 an approved testing agency. Closure shall interrupt
2 11/2 any migratory air flow and restrict the passage of
I 3/4 flame. Fire dampers shall be classified and identi-
fied for use in either.
EXTERIOR WALLS8 All 3/4 1. Static systems that automatically shut down in
Notes: the event of fire.
I. Table 600 may require greater fire resislance of walls to insure slmc- 2. Dynamic systems that operate in the event of fire.
tural stability.
2. All exits and slairways in Group A and H occupancies shall be 2 705.1.2.3 Smoke barriers
hours with lll2-hour door assemblies. 705.1.2.3.1 An approved damper designed to resist
3. See also 503.1.2. the passage of smoke shall be installed in accor-
4. See 704.2.3 and 704.2.4.
5. See 409 for sprinklered Group I - buildings. dance with the manufacturer's installation instruc-
6. Fire rated bathroom/restroom doors are not required when opening tions at each air transfer opening or duct penetration
onto fire rated halls, corridors, exit access provided: of a required smoke barrier. The required smoke
a. no other rooms open off of the bathroom/restroom, and damper shall be arranged to operate automatically,
b. no gas or eiectric appliances are iocated in the balhroornirestroom,
and controlled by a smoke detection system and manual
7.8 FLORIDA BUILDING CODE - BUILDING
IIR.W. PAUL
II CONSTRU~TI<:'>'~ INC. '. "'-
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Phone:\(407) 599-5858 \- ~'-:'::::/. ". ~.....
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Fax: (407) 599-5850 '. );J
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COMPANY: L... :\I"\-cle. l \ t '^l ~''lt' e r-;' ~7 FAX: 7& "5 - 5;-y) -9).../'-1
ATTENTION: b:,-~ \... '. ... 6e. t (
DATE 'l. ''7.c~ FROM: ,PG~ \ DO'-l~
NUMBERS OF PAGES: .5 (Including this cover sheet)
NOTES:
S0r/l Her- c " \- ~ <;. '1'\.0 \- b \ <L<' ~ cJ1 0-- \-
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If there are any problems in receiving this transmission, please call (407) 599-5858
581 E. Horatio Avenue. Maitland, FL 32751 (407) 599-5858 · Fa..x: (407) 599-5850
Mar 09 2005 12:41PM HP LASERJET FAX p. 1
~Atl t--Ai I
liB ~n 7C. ~NC
DC . "'" ...
..a'A" ~~.~-4ALL YOU HAVE TO DO IS CALL!
. COMMERCIAL . MARINE . RESIDENTIAL .
Lie # RAOO17256
409 Center Street
cocoa, FL 32922
(321) G3Z~216
(321) 632.2838 FAX
Fax
To: RW. Paul Construction Inc. From: Fred Douville
Attention: Ralph Paul
Fax: (407) 599-5850 Pages: 4
Phonec (407) 599-5858 Datee March 9, 2005
REI: Country Inns and Suites cc:
,..
o Urgent X For Review o Please Comment o Please Reply o Please Recycle
. Comments:
Ralph,
Here is all the info that we can come up with from the code book, short of contacting the inspect.or and asking
him. Following is a list in bullet style information that I have compiled for you.
1. Section 401.3 states that ventilation shall be provided during the periods that the room or space is occupied.
2. Section 402.3.1 BATHROOMS: states Rooms containing..bathtubs, showers, spas and sim~ar bathroom fixtures
shall be mechanicallyverrtJlated in accordance with Section 403.
3. Section 403 Table 403.3 shows the required CFM for Hotel bathrooms to be 35 CFM.
4. Proposed Broan Model 676 bathroom fans deliver 110 cfm at .10 static pressure.
Fred Douville
Commerdal Project Estimator
M~D no ~nn~ 1~:d~ Pf=1GE.01
Mar C9 2005 12:41PM HP LASER JET FAX p.2
CHAPTER 4
VENTILATION
SECTION 401 TABLE 401.8
GENERAL OPENING SIZES IN LOUVERS, GRILLES AND SCREENS
PROTECTING OIJT'OOOR EXHAUST AND AIR INTAKE OPENINGS
401.1 Scope. This chapter shall govern the ventilation of MINIMUM AND MAXIMUM OPENING
Spaceli withina building intended to be occupied. This chap- " " SIZES IN LOUVERS, GRILLES
ter does not govern the requirements for smoke control SY8- AND SCREENS MEASURED IN
OUTDOOR OPENING AHY DIRECTION
terns.
Exhaust openinRll Not < 1/4 inch and not > 1/2 inch
401.2 Ventilation required. Every occupied space shall be In Illke opel1illgs in residential Not < I'. inch and cot > 1/2 inch
ventilated by natural means in accordance with Section 402 occullmcles
Intake opalingt in ather than
or by mechanical means in accordance with Section 403. residential occupancies > 1/4 iiIch md DOt > 1 inch
...>;401.3 Whea required. Ventilation shall be provided during For 51: 1 inch = 25.4 ll1D1.
. the periods that the room or space is occupied.
4.01.7 Contaminant sources. Stationary local sources pro-
401.4 Vestibule ~tilat1on. Vestibule ventilation for smoke- dueing air-borne particulates, heat. odors, fumes, spray.
proof enclosures shall be in accordance with the Florida vapors, smoke or gases in such quantities as to be irritating or
Building Cock, Building_ injurious to health shall be provided with an exhaust system
in accordance with Chapter 5 or a means of collection and
401.5 Openinl- location. Outside air exhaust and intake removal of the contaminants. Such exhaust shall discharge
openings shall be located a minimum of 10 feet (3048 mm) directly to an approved location at the exterior of the building.
from lot lines or buildings on the same lot. Where openings
from on a street or public way, the distance shan be measured SECTIO.N 402
to the centerline of the street or public way. NATURAL VENTILATJOrJ
Exception: Use Group R-3. 402.1 GeneraL Natural ventilation of an occupied space
shall be through windows, doors, louvers or other openings
401.5.1 Intake openings. Mechanical and gravity outside to the outdoors.
air intake openings sball be located a minimum of 10 feet 402.2 Ventllat:Jon area required. The minimum openable area to
(3048 mm) from any hazardous or noxious contaminant, the outdoors shall be 4 percent of the floor area being ventilated
such as vents, chimneys, plumbing vents, streets, alleys.
parking lots and loading docks, except as otherwise spec- 402.2.1 Adjoining spaces. Where rooms and spaces with-
E ified in this code. Fresh air intakes shall Dot be located out openings to the outdoors arc ventilated through an
:I
i' closer than 10 ft (3048 mm) from any chimney or vent adjoining room, the opening to the adjoining rooJIl3 shall
i outlet, or sanitary sewer vent outlet. be unobstructed and shall have an area not less than 8 per-
cent of the floor area of the interior room or space, but not
401.5.2 Exhaust openings. Outside exhaust openings less than 2S square feet (2.3 m2). The minimum openable
shall be located so as not to create a nuisance. Exhaust air area to tht outdoors shall be based on the total floor area
shall not be directed onto walkways. being ventilated.
402.2.2 Openings below grade. Where openings below
401.6 Outdoor opening protection. Air exhaust and intake grade provide required natural ventilation, the outside her-
openings that tennifiatooutdoors shall be protected with cor- izontal clear space measured perpendicular to the opening
rosion-resistant screens, louvers or grilles. Openings in lou- shall be one a.nd(me-half times the depth of the opening.
vers, griIJes and screens shall be sized in accordance with The depth of the opening shall be measured from the aver-
Table 401.6. Openings shall be protected against local weath- age adjoining ground level to the bottom of the opening.
er conditions. Outdoor air exhaust and intake openings locat-
ed in exterior wills shall meet the provisions for ex.terior wall 402.3 Contaminants exhausted. Naturally ventilated spaces
,I opening protectives in accordance ,with the Florida Building having contaminant sources as COY~ in Section 401.7 shall
, Calk, Building. be provided with an exhaust system in accordance with
Chapter 5 Qr an approved means of collection and removal of
the contaminants.
FLORIDA BUILDING CODE - MECHANICAL 4.1
MnD ~o ~G~~ 1~'~h Pt=lGE.02
Mar 09 2005 12:41PM HP LRSERJET FRX p.3
402.3.1 - TABLE 403.3 \1
~2.3.1 Bathrooms. Rooms containing bathtubs, show-
ers, spas and similar bathing fixtures shall be mechanical- 403.3 Ventilation ["ate.. Ventilation systems shall be designed
ly ventilated in accordance with Section 403. to have the capacity to supply the minimum outdoor air flow
rate determined in accordance with Table 403.3 based on the
402.4 Openings on yards or courts. 'Where natural ventilation occupancy of the space and the occupant load or other
is to be provided by openings .onto yards or courts, such yards or parameter as stated therein. The occupant load utilized for
courts shall comply with the requirements of the Florida design of the ventilation system shall not be less than the
Building Code. Building. number determined from the estimated maximum occupant
load rate indicated in Table 403.3. Where peak occupancies
SECTION 403 of less than three hours duration occur. the outside air flow
MECHANICAL VENTILATION rate may be determined on the basis of average occupancy
403;1 Ventilation system. Mechanical ventilation shall be for the space for the duration of the system, provided the
average occupancy used is not less than om~...half the maxi-
provided by a method of supply air and return or exhaust air. !m!.!!1.. Ventilation rates for occupancies not represented in
The amount of supply air shall be appro~imately equal to the Table 403.3 sball be determined by an approved engineering
amount of ret.urn and exhaust air. The system shall not be analysis. The ventilation system shall be designed to supply
prohibited from producing a negative or positive pressure. the required rate of ventilation air continuously during the
The system to convey the ventilation air shall be designed period the space is occupied, except as otherwise stated in
and installed in accordance with Chapter 6. other provisions of the code.
Ventilation supply systems shall be designed to deliver the Exception: The occupant load is not required to. be deter-
mined, based on the estimated maximum occupant load
required rate of supply air to the occupied zone within an OCC\,l- rate indicated in Table 403.3 where approved statistical
pieri space. The occupied zone shall have boundaries measured data document the accuracy of an alternate anticipated
at 3 inches (76 mm) and 72 inches (1 829mm) above the floor occupant density.
and 24 inches (610 mm) from the enclosing walls.
TABLE 403.3
403.2 Outdoor air required. The minimum ventilatioc rate ReQUIRED OUTDOOR VENTILATION AlA
of required outdoor air shall be determined in accordance ESTIMATED
with Section 403.3. MAXIMUM OL!TOOOR AIR
" OCCUPANT lOAD.. [cubic fMt pel'
Exception: Where the registered design professional PERSONS PER mlnua(cfm) pet
1.000 SQUARE person]UM..ESS
demonstrates that an engineered ventilation system design oCCUPANCY Cl...ASSIFlCATlON FEET- NOTED"
will pr~Yent the maximum concentration of contaminants CorrecUcnal fadl11lel;
from exceeding that obtainable by the rate of outdoor air a:us 20 20
Dinilll baUs 100 IS
ventilation determined in accordance with Section 403.3, Guard srauOll 40 1.5
the minimum required rate of outdoor air shall be reduced Dry deaDer., aWllllrlu
in accordance with such engineered system design. Coin-operalOd dry cleaner 20 IS
CoiD-operalelllaUlldriu 20 IS
403.2.1 Recirculation of air. The air required by Section Co=rciaJ dry cleaner 30 30
CommerdaJ laulldry 10 2S
403.3 shall not be recirculated. Air in excess of that Starare. !lick: un 30 3S
required by Section 403.3 shall not be prohibited from EducaliDa
being recirculated as a component of supply air to buiId- ^uditDnUIXU 150 lS
ing spaces. except that: Oauroom SO L$
Corridcn - D.lO t::fmIft1
1. Ventilation air shall not be recirculated from one r..llx:nrnriCI 30 20
dwelling to another or to dissimilar occupancies. LibrariCi .. ~^ l~
....
2. Supply air to a swimming pool and associated deck Loclcer rooms - 0.50 dmIftl
areas shall not be recirculated unless such air is Music I'DIlmI SO IS
dehumidified to maintain the relative humidity of Smokinclouncesb 70 6()
Tra.inin~ ahooJ 30 Ul
the area at 60 percent or less. Air from this area shall Food ad bI,..rap aen1ce
not be recirculated to other spaces. liars. cocid.ai i icomgeo 100 30
Ctfctcria. (ut rood 100 10
403.2.2 Transfer air. Except where recirculation from DinlDl room 10 2()
Ki~ (c~)' 20 ij
such spaces is prohibited by Table 403.3, air transferred HoIpltalt, IJlWlnI .1IlI coo nlescent
from occupied spa.ces is not prohibited from serving as Iaomea
makeup air for required exhaust systems in such spaces as AlItopr)' roonub - 0,50 d'mI.ftl
kitchens, baths, toilet rooms, elevators and smoking Medical procedure rooma 20 1:5
lounges. The amount of transfer air and exhaust air shall Opel4tin.: rOOltll 20 30
l'atienllUOlm 10 2S
be sufficient to provide the flow rafes as specified in l'hytiallt'.eupy 20 1~
Sections 403.3 and 403.3.1. Recovcrv snd let! 20 ]::1
(contf1Y~)
4.2 FLORIOA BUILOING COOE - MECHANICAL
M~P ~q ?nns 1/:45 P8GE.03
2005 12:41PM HP LASERJET FAX p.4
Mar 09
TABLE 403.3
TABLE 403.3 (e<<'Illrlwd) TAS~ 4{)3.3 (~J
REQUIRED OUTOOOR VENTILATION AIR REQUIRED OUTDOOR VENTILATION AIR
ESTIMATED ESTNATEO
MAXIMUM OUTOOOR AIR MAXIMUM OLrrDOOR AIR
OCCUPANT LOAD. [cubic fMl por OCCUPANT LOAD, [eubtc ftet per
PERSONS PeR mlnutll (ctm) per PERSONS PEA mlnu18 (c:fm) per
1,000 SQUARE personlUNLESS 1,000 SQUARE ptnon] UNLESS
OCCUPANCY CLASSIF1<:ATlON ,.a:r- NOTEC. OCCUPANCY CLASSIFICATION FEET'" NOTED-
Hotels, !Do/eta, resOr1lllad SpedaUy .MJlI
dormltorles AlItomoUV1t iUVice
~ Assembly IOOllU 120 U Ita liol1! . - 1.5 efmIftl
b H _r.. ___ __. Barber 25 IS
Bcdr1loml - 30 cfm pet mom Be&tlty 2j 2S
Conhtence roomIl 50 20 CloOUen. :furniture - 0. 30 cfmfft2
Domlib::ll'y :sleeping :Il'eIi 20 15 Flotilla 21 15
Gambling casinoc 120 30 Hardware, <!rugs. fabrics S 15
Uvillg rooms 30 cfm ~ room Pet shops - 1.00 cfmlftl
Lobbies 30 15 R.educiDlllalOll.l 20 IS
Offices Superml1lcel3 8 15
ConfcrellCe moms 50 20 TIleate"
Office Ip<llCCS , 20 Auditoriuml ISO U
RcccptiOIl m... 60 15 Lobbies 150 20
TelecOllV2lun.icalioll SllIgcs, Il1ldiol 10 IS
centers a.od dara eaav 60 20 TIcket booth 60 20
Prlva~ dweWna .!nale 'lhuportatlnn
&lid multiple PJ.tfcmis 100 15
l.i vine &reUC S ased upoa 0.3$ air chllDgeo Vehiele$ ISO IS
IlIUI1bet ol per hoar' or 15 Waltl~ l'OOlUi 100 IS
bedrooms cfm per person, WOrkroolllll
Firsl bedroom: 2; whichevC1 is
each ll1ditiooBI vc= Baalcvaulu 5 15
bedroom: J Darlaoams - o.SOd~
Ki lei"". - 100 cflll Dupliatin&, prilulni - 0.50 dWftl
intermlnent or Me.a1 FOCeuill&" 10
2Sdm I'l1snn.acy " 2.ll
continuoul Photo ltudios 10
Toilet rooms and - ~lll
bdlltroomJ exhaust cspldt! Span. IUId alllUHmeDt
of SO ctm Blllroonu and dUces 100 l.5
inbermi ttelll or BowUIl&' alleys (~n&"
20 cfm area.) 10 1S
continuoul Game rooms 70 25
Gangea. sepanE<: for - 100 dm pet car Ice I1eIlAl - O.so dmltll
eacb dweJlinc PJayinll floon 30 20
GlniU. c:ommon for U cfmlftZ (gymmsiUIM>
- Spcct&tor &rc.al ISO IS
lllIlldple uniJ:Jb Swimt:ain&' poo/I (p 001
PubIIr apacrs ud deck an,a) - O.SO cfmll8
Corridors and utiliOc:s - 0.05 cfrrJft2 Stanl1
Ele..l<Ir.1 - \.00 cfmlft2 Repm latlIl"I. public
Locker IJId dresling - 0.5 ofm/ft! ganges (=Jased)d - 1.5 cfm/ft2
roomsb WarohOUI"" - 0.05 cfm'ftz
Toilet roomsb,J; - . 50 am per Per Sf: 1 albic focl'j,er lDi1lIte" 0.0004719 -at3/&.
waler cl eset
cr urilli! I cubic foot per miAutt per square fOOl " 0.00508 m3
Smddng.lcnmees' 7C 60 'C " l("F) -32)11.8.
. &.-sed Upon Det occupied heaE<:d or cllllCli.ti<W>CI space.
lletall Itoru, DlHlIoors b Mcclsanial exhaIut roquiml and rccimJlation is prohibiled.
lod ahOWroIllll tlOOrl
0-30 cfmIft2 c Sp:il-ei iWhat6d (if' iDi.ia.i:I.iDed bciow SO=F' are not coveted by thc:JC requirement!
B~ni and Iircei -
Drcssinc rOom, - 0.20 cfmIft 2 ulll... the 0CCUJ>l"IC]' is c:ootinuo.u.
d. PubUc pulcini cualV'J shall bl> V!:lItilatlod ill aceorda:a willi Set:tioa 403.4 wb.=
Malls and .!'Csdu - 0.20cfmlfr2
Skipping U1d receiving - 0. 1 S cfmlfrl the vcaillati"" system i. opcnled by an aut.Dmalic CIItxm moooxido <lca:clioa
dcvic&.
S mokiu, louagelb 70 60 . Wh= !be v..,n1alion rate is eXpielred in cfmlftz. such rate iJ; based upon cubic feet
Sto~ rooms - O. IS cfmlft2 per millulC per squue fOOl oi the floor &rU beiel: veatilaJed.
Upper noon - 0.20 cfmlft2 r The sum of the outdoor and lJ'ansfer air from ac:ljllCUt splICes shall be sufficient !o
Wan:h OUSes - O.OS cfrnr.t2 provide an exhaust rate of tlOt leu tlwI 1.5 c!m'fll.
J Tracsier air petmiltl:d La =:ordaIJCC with SectiCD 403.22
(-i
FLORIDA BUILDING CODe -MECHANICAL 4.3
Pi=lGE.04
M~R Vlq ?VlVlC) 1?:45
13 JUN 2005
CLARIFICATION E-1
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this clarification was ARCHITECTS
prepared by me or under my direct
supervision and that I am a duly licensed WEBER ARCHITECTS &
Professional Engineer under the laws of PLANNERS
the State of Florida. 2280 WATERTOWN ROAD
~~YC SUITE 100
LONG LAKE, MN 55356
Richard A. Lindell (952) 476-4434
Reg. No. PE0061553 Project 0413
ENGINEERS
LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALL Y
SPECIFIED OR DRAWN, UNLESS SPECIFICALL Y AMENDED BY THIS OR
SUBSEQUENT CLARIFICATIONS.
CHANGES TO THE DRAWINGS
SHEET E1.1
1. Per Country Inn & Suites, add (4) recessed incandescent cans type "G3" and (1) dimmer in
MTG-1 #149. Refer to sheet E1.1a dated 13Jun05.
2. In MTG-2 #154, add (4) recessed incandescent cans type "G3" and (1) dimmer per Country
Inn & Suites. The surface mounted fixture shall be type "V". The decorative vanity fixtu..re
shall be type "U". The vanity fixture in the restroom shall be type "T". Refer to sheet E1.1a
dated 13Jun05.
3. In MTG-3 #155, add (4) recessed incandescent ca.'1s type "G3" and (1) dilmner per Countr-y
Inn & Suites. The surface mounted fixture shall be type "V". The decorative vanity fixture
shall be type "U". The vanity fixture in the restroom shall be type "T". Refer to sheet E 1.1 a
dated 13Jun05.
4. Per Country Inn & Suites, add (8) recessed incandescent cans type "G3", and add (1) dimmer,
and delete (1) switch in BREAKFAST - MTG #140. Refer to sheet ELla dated 13Jun05.
5. Change the (5) dimmers located in \\lark 142 to switches.
lof6
6. Change (2) dimmers located in Breakfast 137 to switches.
7. Relocate (2) light fixtures type "0" in Men 133 from N.E. Corridor 161 wall to above
vanities to accommodate Architectural changes.
SHEET E2.1
1. Per Country Inn & Suites, add (1) duplex outlet in Laundry 108 for chemical dispensing
equipment. Outlet shall be located at the rear of washing machines. Circuit to spare 1P-20A
circuit breaker in panel P-30.
2. Delete (2) water cooler GFI outlets from S Corridor 162 adjacent to Great Room 152.
3. Add (1) GFI outlet for a water cooler on the corridor side of Breakfast 137 south of the
elevators. Circuit to spare a 1P-20A circuit breaker in panel K-1. Refer to Architectural
drawings for exact location of water cooler.
SHEETS E 1.1, AND E2.1
1. Maintenance 109 has been deleted. House Keeping Office 130 has been relocated into the
Maintenance 109 space. Delete the (2) light fixtures type "C" from the original House
Keeping Office 103 location. Relocate the (3) outlets and (1) telephone/computer outlet from
the original House Keeping Office 1 03 location to the new area. Locate one outlet per wall in
the new office. Verify the new locate of the telephone/computer outlet with the Owner.
Refer to Architectural drawings for floor plan modifications.
2. Break Room 131 has been enlarged. Relocate electrical devices as required to accommodate
Architectural changes. Refer to Architectural drawings for floor plan modifications.
3. Entrance to Main 127 near new House Keeping Office 130 has been revised. Relocate
electrical devices to accommodate Architectural changes. Refer to Architectural drawings for
floor plan modifications.
SHEETS E1.1, E2.1, AND E3.1
1. Storage 163 has been deleted. Relocate outlet to back of fireplace. Delete switch and light
fixture type "C".
2. Elevators near Lobby 101 have been moved. Relocate elevator pit and elevator lobby
electrical devices to accommodate Architectural modifications. Refer to Architectural
drawings for floor plan modifications.
3. Elevator EL-3 and the shunt trip circuit breaker shall be located in new Elevator Equipment
Room #162. The new elevator equipment room is located adjacent to Elevator 3 in Laundry
108. Provide new elevator equipment room panel EP-2 (IP, 30A, 208V, 12 1P-20A CBs).
ELECTRICAL CLARIFICATION E-l 2of6 13 ruN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
Panel EP-l shall be feed with 3#10 conductor from main distribution center MDC-1. Provide
a 2P-30A branch circuit breaker. Provide an outlet in new equipment room and circuit to
panel EP-2. Add (1) light fixture type "Dl" and circuit to panel EP-2. Elevator 3 pit
electrical devices shall be circuited to panel EP-2 in lieu of panel EP-l. Provide heat and
smoke detectors in new equipment room. Refer to Architectural drawings for floor plan
modifications.
4. Add power and control wiring for new exhaust fan E-41 (440W, I-Phase, 120V) in new
Elevator Equipment Room 163. Wire a 120V thermostat and speed controller furnished by
the Mechanical Contractor. Furnish, install, and wire a motor rated on/off snap switch
disconnect. Locate thermostat, speed controller, and snap switch adjacent to hinge side of
door. Circuit to panel EP-2 with 2#10 conductor. Provide a IP-20A circuit breaker. Add (2)
fire smoke dampers locations in Elevator Equipment Room 163. Refer to Electrical
Equipment Schedule on sheet E4.2 for fire smoke damper wiring requirements.
SHEETS E1.1. E1.2. E1.3. AND El.4
1. Per Country Inn & Suites, in typical unit type Q/Q 1 BR, add (1) wall sconce type "s" located
on party wall and adjacent to entry door. The switch located at the entry door shall control
the wall sconce in lieu of the switch outlet. Typical.
2. In typical unit type Extended Stay, relocate bedroom wall sconce type "s" and switch to
accommodate change in door swing. Wall sconce shall be centered on wing wall adjacent to
bathroom vanity. Refer to Architectural drawings for unit changes. Typical.
SHEETS E2.l. E2.2. E2.3. AND E2.4
1. Per Country Inn & Suites, in typical units with a dry bar, delete (1) outlet from wing wall.
Mount outlet for microwave/refrigerator at 16" a.f.f. and mount outlet for coffee maker 2"
above counter backsplash. Typical.
2. Per Country Inn & Suites, in typical units with an "activity table", mount (1) outlet at 16"
a.f.f., mount (1) outlet at 36" a.f.f., and mount computer/telephone outlet at 36" a.f.f. Refer
to architectural drawings for furniture layout. Typical.
3. In typical units Specialty 202, Specialty 302, and Specialty 402 relocate wall sconce type "s"
to accommodate Architectural modification to unit entry. Refer to Architectural drawings for
changes to unit modifications.
4. Delete exhaust fan E-38 from Housekeeping Room 249.
5. Delete exhaust fan E-39 from Housekeeping Room 349.
6. Delete exhaust fan E-40 from Housekeeping Room 449.
7. In Specialty units 202, 210, 302, 310, 402, and 410, add exhaust fan type E-2. Fans shall be
ELECTRICAL CLARIFICATION E-l 3of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
located above tubs and circuited with tub's recessed can lighting.
8. Guest Units 229, 231, 233,329,331,333,429,431, and 433 shall have bathroom exhaust
fans E-2 in lieu of E-1.
9. Add new exhaust fan E-42 (90W, 1Phase, 120V) in Elec 247. Provide power and control
wiring. Furnish and install a separate on/off switch. Circuit to a spare 1P-20A circuit
breaker in panel P-30.
SHEET E2.5
1. Roof exhaust fan E-32 shall be located at grid lines E12 and G 12. Verify exact location with
Mechanical drawings.
2. Relocate roof exhaust fan E-23 to grid line H15. Verify exact location with Mechanical
drawings.
3. Add new exhaust fan E-43 (1/l0HP, 1Phase, 120V) for typical unit exhaust fan shaft at grid
line K15. Provide power and control wiring. Wire a 120V thermostat and speed controller
furnished by the Mechanical Contractor. Furnish, install, and wire a motor rated on/off snap
switch disconnect. Circuit to a spare 1P-20A circuit breaker in panel P-30. Verify exact
location of fan, speed controller, thermostat, and snap switch with Mechanical drawings.
SHEETS Et.4. E2.5. AND E3.4
1. Stair B has been change to have access to roof. Add (1) wall bracket light fixture type "P"
and (1) emergency light fixture type "F" above roof access door within Stair B. Circuit with
Stair B lighting circuit. Add (1) outlet adjacent to roof access door within Stair B and circuit
with Stair B outlet circuit. On the exterior of Stair B above roof access door, add (1) light
fixture type "L". Fixture shall be controlled thru lighting control panel. On exterior of Stair
B adjacent to roof access door, add (1) WP/GFI outlet. Circuit outlet, unswitched, with
exterior light to spare IP-20A circuit breaker in panel P-15. Relocate smoke detector to roof
level ceiling. Add (1) 15cd Horn/Strobe adjacent to roof access door within Stair B. Refer to
Architectural drawings for floor plan modifications.
SHEETS E1.1. El.2. El.3. Et.4. E2.1. E2.2. E2.3. AND E2.4
1. In typical unit type Q / Kids, relocated bar light fixture type "U", bedroom wall sconce type
"S", bedroom outlet, bedroom telephone/computer outlet, bar outlets, and switches to
accommodate changes to ll..l1.it walls and bar location. F....efer to architectural dra\~vings for unit
changes. Typical.
2. In typical units Q/Q 208, Q/Q 308, and Q/Q 408 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "S" 6' -0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare IP-20A circuit
ELECTRICAL CLARIFICATION E-l 4of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
3. In typical units King 227, King 327, and King 427 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "s" 5'-0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare 1P-20A circuit
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
4. In typical units King 229, King 329, and King 429 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "s" 5' -0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare 1P-20A circuit
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
5. In Storage 228, Storage 353, and Storage 451, relocated outlet, switch, and light to
accommodate Architectural changes. Refer to Architectural drawings for room changes.
6. In Elevator Lobby 200, Elevator Lobby 351, and Elevator Lobby 400, adjust locations of
decorative surface mounted fixtures type "B", decorative wall sconces type "A", and
emergency light fixtures type "F" to accommodate Architectural changes. Refer to
Architectural drawings for floor plan modifications.
SHEETS E1.3. E2.3. AND E4.3
1. Units Q/Q 300 and Q/Q 328 have been changed to new unit type Exe Q/Q Suite. Circuit
units to same panel and circuit breakers. Refer to sheet E- TU-a dated 13Jun05 for typical
unit electrical layout.
2. Stor 352 has been deleted. Delete outlet, switch, and light fixture type "C". Relocate outlet
and wall sconce type "A" in Elevator Lobby 351 to accommodate Architectural change.
SHEETS El.4. E2.4. AND E4.4
1. Storage 457 and Storage 458 have been changed to new typical unit type Exe Suite. Delete
lighting, outlets, and switches associated with storage rooms. Circuit all of typical unit Exe
Suite's electrical devices to spare 1P-20A circuit breakers in panel P-30. Add (1) 2P-35A
circuit breaker for HP-3. Refer to sheet E-TU-a dated 13Jun05 for typical unit electrical
layout. Relocate (1) outlet in Elevator Lobby 400 to accommodate Architectural
modification.
SHEET E2.l
1. Per Country Inn & Suites, add (1) wall mounted phone outlet in vestibule. Locate adjacent
card reader. Verify location with Architect.
'"' Add (1) OFI outlet for chemical dispensing equipment in Laundry # I 08. Outlet shall be
L. ELECTRICAL CLARIFICATION E-l 5of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
located at rear of washing machines. VerifY exact location with owner. Circuit to spare IP-
20A circuit breaker in panel P-13.
3. Verify locations of all kitchen equipment with owner prior to rough-in.
SHEET E4.2
1. In the Electrical Equipment Schedule, Heat/Cool Units HC-I, HC-2, and HC-3 shall be noted
as HP-I, HP-2, and HP-3 respectively.
2. Add Heat/Cool Unit HP-4 (I8MCA, IPhase, 208V) to Electrical Equipment Schedule.
Circuit with 2#10 Conductor. Refer to Electrical Equipment Schedule note "M".
3. Change light fixture type "U" from decorative sconce to decorative vanity. Owner shall
select fixture.
ELECTRICAL CLARIFICATION E-l 6of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
~
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PARTIAL MAIN FLOOR PLAN - LIGI-ITING
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3411 KILME~ LANE NO~II-l COUNTRY INN & SUITES ~
MINN7~:~~~,_~::'441 BY CARLSON 13JUN05 E1.1 a
inroflllindelleng.c:om CAPE CANAVERAL FLORIDA
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-
LI~RfLJIL~~~1 ~~;~~I ~~RI~HC" PROJECT: 0413 DATE: SHEET:
COUNTRY INN & SUITES
MINNEAPOLIS, MN. 55441 BY CARLSON 13JUN05 E - TU - a
(763)542-9163
inf'o@lindelleng.coM CAPE CANAVERAL. FLORIDA
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LI~4~~LJIL~~~1 ~~.~~I ~~RI~C. PROJECT: 0413 DATE: SHEET:
COUNTRY INN & SUITES
MINNEAPOLIS, ~~N. 55441 BY CARLSON 13JUN05 E - TU - b
(763)542-9163
info' o@lindelleng.coM CAPE CANAVERAL FLORIDA
-
24 JUN 2005
CLARIFICATION E-2
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this clarification was ARCHITECTS
prepared by me or under my direct
supervision and that I am a duly licensed WEBER ARCHITECTS &
Professional Engineer under the laws of PLANNERS
the State of Florida. 2280 WATERTOWN ROAD
1U.p~r'~ SUITE 100
LONG LAKE, MN 55356
Richard A. Lindell (952) 476-4434
Reg. No.PEOO61553 Project 0413 ENGINEERS
LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALL Y
SPECIFIED OR DRAWN, UNLESS SPECIFICALL Y AMENDED BY THIS OR
SUBSEQUENT CLARIFICATIONS.
CHANGES TO THE DRAWINGS
SHEET E4.2
1. To the Light Fixture Schedule, add fixture type "G3" as follows: Prescolite IDBX- T072 (or
approved equal) with a 100W R40 incandescent lamp.
lofl
13 JUN 2005
CLARIFICATION ADDENDUM M-2
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this addendum was ARCHITECTS
WEBER ARCHITECTS &
prepared by me or under my direct PLANNERS
supervision and that I am a duly licensed 2280 WATERTOWN ROAD
Professional Engineer under the laws of SUITE 100
the State of Florida. LONG LAKE, MN 55356
~~~ ?L-
(952) 476-4434
/Richard A. Lindell' ENGINEERS
Reg. No. PE0061553 Project 0413 LINDELL ENGINEERING, INe.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY
SPECIFIED OR DRAWN, UNLESS SPECIFICALLY AMENDED BY THIS OR
SUBSEQUENT ADDENDA.
CHANGES TO THE DRAWINGS
M1.1-FIRST FLOOR PLUMBING FLOOR PLAN
1. Delete water coolers F-22 and F-23 and associated piping in Corridor 162.
2. Mop sink F-21 and a soak sink F-27 has been added to Laundry room 108. Domestic water
and sanitary sewer serving break room sink have been increased in size to accommodate F-
21 and F-27. See sheet M1.1b dated 13-Jun-05 showing sinks and piping.
3. Add water cooler F-28 and associated piping outside of Breakfast room 137 south of
elevators. Connect a 2" sanitary sewer to nearest 3" or larger sanitary sewer pipe and
connect 1-1/2" vent to nearest vent stack. Connect 1/2" cold domestic water to nearest
3/4" or larger cold domestic water pipe. Verify exact location of water cooler on
architectural drawings.
4. Piping has been revised at grid lines LIS and GIS to serv"e revised units above. See sheet
M1.1 c dated 13-jun-OS showing revised piping.
10f5
M1.2-SECOND FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F-21 and associated piping in Housekeeping room 249.
2. Piping has been revised above main entrance lobby to serve revised units 300 and 328. See
sheet M1.2a dated 13-jun-05 showing revised piping.
M1.3-THIRD FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F - 21 and associated piping in Housekeeping room 349.
2. Piping has been revised to serve revised units 403, 430 and 457. See sheet M1.3a dated
13-jun-05 showing revised piping.
M1.4-FOURTH FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F-21 and associated piping in Housekeeping room 449.
2. See sheet Ml.4a dated 13-Jun-05 adding units 403, 430 and 457. See sheet Ml.4a dated
13-jun-05 showing fixture types.
M2.1-FIRST FLOOR HV AC FLOOR PLAN
1. Exhaust fan E-41 and assoc. ductwork has been added to Elevator Equipment room 163.
See sheet M2.1a dated 13-Jun-05 showing fan and ductwork.
2. See sheet M2.1a dated 13-Jun-05 revising ductwork from air handler AH-5 due to
elevator equipment room addition.
3. See sheet M2.1 b dated 13-Jun-05 revising ductwork from air handler AH-4 due to
finished ceiling height and beam height conflict.
4. Supply air duct in front of main elevators near Storage room 163 shall be 18/1 0 in lieu of
16/12.
M2.2-SECOND FLOOR HV AC FLOOR PLAN
1. Delete exhaust fan E-38 and associated ductwork in Housekeeping room 249.
2. Guestroom 202 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated lO-May-OS.
3. Guestroom 210 shall have an exhaust fan type E-2 located above whirlpool, route 3"
lvlECHANICAL CLARIFICATION 1\'1-1 20f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated lO-May-05.
4. Storage room 247 shall have an exhaust fan type E-42, route 4" round duct from fan to 22
inches up inside bathroom exhaust fan shaft. Exhaust fan shaft shall be sized as per
suggested shaft detail dated 1 0-May-05.
5. Guestrooms 229, 231, 233 shall have typical exhaust fans E-2 as shown on typical unit
layout.
M2.3- THIRD FLOOR HV AC FLOOR PLAN
l. Delete exhaust fan E-39 and associated ductwork in Housekeeping room 349.
2. Guestroom 302 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
3. Guestroom 310 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
4. See sheet M2.3a dated 13-jan-05 showing exhaust fan shaft at units 300 and 328 to allow
for new Suite room 457 above.
5. Guestrooms 329, 331, 333 shall have typical exhaust fans E-2 as shown on typical unit
layout.
6. Guestrooms 300 and 328 shall have HP-2 style heat pumps in lieu ofHP-l.
M2.4-FOURTH FLOOR HV AC FLOOR PLAN
l. Delete exhaust fan E-40 and associated ductwork in Housekeeping room 449.
2. Guestroom 402 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10- May-05.
3. Guestroom 410 shall have an exhaust fan type E- 2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated lO-lvfay-05.
4. Guestroom suite 457 shall have an exhaust fan type B-2 located above whirlpool and in
batv..room, route 3" round duct from fan to 22 inches up inside bathroom exhaust fan
shaft. Exhaust fan shaft shall be sized as per suggested shaft detail dated 10-May-05. See
sheet M2.4a dated 13-Jun-05 showing exhaust fans.
MECHANICAL CLARIFICATION lVI-I 30f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
5. Guestrooms 429, 431, 433 shall have typical exhaust fans E-l as shown on typical unit
layout.
6. Delete heat pump HP-l in deleted storage room 457.
7. Delete heat pump HP-l in deleted storage room 458
8. Add heat pump HP-4 for new Executive suite 457. See sheet M2.4a dated 13-Jun-05
showing HP-4 and assoc. ductwork.
M3.1-ROOF PLAN
1. Roof exhaust fans type E- 22 shall be at grid lines E 12 and G 12 to serve typical unit
shafts.
2. Add roof exhaust fan E-43 for typical unit exhaust fan shaft at grid lines K15.
3. Relocate roof exhaust fan E-23 for typical unit exhaust fan shaft to grid lines H15.
M4.1-MECHANICAL SCHEDULES
1. Delete plumbing fixtures F-22 and F-23 from the plumbing fixture schedule.
2. Delete exhaust fans E-38, E-39, E-40 from the fan schedule.
3. Exhaust fan E-41 thru E-43 has been added to the Exhaust fan schedules. Exhaust fan
make and model shall be as follows:
FAN SCHEDULE
FAN ROOM(S) MODEL MODEL ACCESSORIES CFM ESP MOTOR FAN VOLTS/ NOTES
NO. SERVED NO. NO. - - " W.C. H.P. RPM PHASE -
E-41 ELEV. EQUIP. ACME V900 A,B,F,J 880 0.250' 440w 1050 120/1 2
E-42 STORAGE RM 247 BROAN 676 A,B 110 .20" 90w - 120/1 1
E-43 TYP. UNITS ACME PRNI00 B,D,E,F 210 0.25" 1/10 1050 120/1 3
ACCE550RIE5 NOTE5
A. GRA VI rt' BACKDRAFT DAM PER 1. CEILING OR WAUL MOUNTED EXHAUST FAN WlTfl SQUIRREL CAGE BLOVltR AND
B, SEE SPEC. FOR STARTER, D!SCONNECT ACCESSORiES AS iNDiCA TED.
AND OVERLOAD PROTECTION
C. BROAN MODEL 644 RELIEF flOOD 2. ACME MASTERETTE SERIES CEILING EXHAUST FAN Wl1lf1 SQUIRREL CAGE BLOVltR AND
D. MOTORIZED DAMPER SOUND INSULATED HOUSING AND ACCESSORIES AS INDICATED.
E. ROOF CURB FOR FLA T ROOF
BY GEN. CONTRACTOR. MECH. CONT'R SHALL 3. DIRECT DRIVE, ROOF MOUNTED, CENlRlFUGAL EXHAUST FAN MOUNTED ON ROOF
COORDINATE SIZE. CURB AND OTHER ACC-ESSOR!ES AS INDiCATED. UN!T SHALL BE MOUNTED IN SUCH
F. SPEED CONTROLLER A WAY AS TO MEET 130 MPH WIND LOAD.
G. ACME WIC WALL CAP
H. ADJUSTABLE SHEAVES
I. BROAN HIGH CAPACITY RELIEF HOOD
J. 120 VOLT 1lf1ERMOSTAT
K. EAVE GRILLIE
:MECHANICAL CLARIFICATION lVI-l 40iS 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
4. Soak sink F-27 and water cooler F-28 has been added to the plumbing fixture schedule.
Plumbing fixtures make and model shall be as follows:
PLUMBING FIXTURE SCHEDULE
FIXTURE TYPE DESCRIPTION COLD HOT WASTE VENT
NO. WA TER WATER
F-:-27. .lYpE LAUNDRY. TUB., DOUBLE <,:OMPARTMENT, FLOPR MOUNT~D. . 1/2". . lit. 1-:-1/t' H/2"
BOW~ . FIAT FLTD, DOUBLE COMPARTMENT, MOLDED STONE
.FAPCET . .DELTA 2123 WITH AERATOR.
S~PPL'( . DEARBORN BRASS 271.2SCW (1/r) ANGLE STOpS WITH SUPPLIES (CHROME)
D~AIN . TYLER LA PATTERN ABS OR PVC P-TR,AP WITHUNIQN.
F-28 lYPE . HIGH/LOW WATER COOLER,. HDCP, SURFACE MOUNTED. ON WALL . . . . . . . i/2" - 1-1/i' '1~1(2"
UNIT . ELKAY HI/LOW EZSTLBC WITH STAINLESS STEEL ONE PIECE BASIN WITH SIDE
AND FRONT PUSH BARS (SUBMIT GOLOR SAMPLES WITH SHOP DRAWINGS) .
DRAIN lYLER ABS OR PVC P-TRAP WITH UNION
GENERAL NOTES
1. ALL FIXTURES FOR HANDICAPPED USE SHALL COMPLY WITH HANDICAP CODE REQUIREMENTS AND ADA. REFER TO SECTION 15185
FOR INSULATION OF TRAPS AND SUPPLIES AT HANDICAP FIXTURES.
5. VTAC HP-4 has been added to the heat pump schedule for Executive suite 457. Make
and model shall be as follows:
HEAT PUMP SCHEDULE CAR TO AIR)
UNIT MANUFACTURE MODEL CFM HEAT M8H KW@ C.O.P. OUTSIDE MCA VOLT /p MAX. APPROX'I NOTES
NO. - NO. - COOL 208/1 - AIR CFM - - FUSE WGT. -
HP-4 FIRST GO. 18SPU3 640 3kw 18.9 3.0 - 0 18 208/1 20 215 I 1
NOTES
1. PACKAGED VERTICAL THROUGH WALL STRAIGHT COOL UNIT, LOUVERER ACCESSjRETURN AIR PANEL., FILITR RACK, WALL SLEEVE, WALL MOUNlED
THERMOSTAT, ROOM lEMPERATURE L1MllER, ELECTRIC RESISTANCE HEATER AND SEA COAST PROlEC1l0N. PROVIDE PRIMARY AND SECONDARY
CQNDENSA TE PIPING TO APPROVED LOCATION.
M5.1-MECHANICAL DETAILS
1. See sheet M5.Ia dated I3-jun-05 showing condensate riser detail as noted on sheets M1.I
thru MIA.
IViECHA1~ICAL CLARIFICATION lVI-I 50f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
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CLARIFICATION ADDENDUM M-1
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this addendum was ARCHITECTS
WEBER ARCHITECTS &
prepared by me or under my direct PLANNERS
supervision and that I am a duly licensed 2280 WATERTOWN ROAD
Professional Engineer under the laws of SUITE 100
the State of Florida. LONG LAKE, MN 55356
~~~ YZ- (952) 476-4434
Richard A. Lindell ENGINEERS
Reg. No. PE0061553 Project 0413 LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY
SPECIFIED OR DRAWN, UNLESS SPECIFICALL Y AMENDED BY THIS OR
SUBSEQUENT ADDENDA.
CHANGES TO THE SPECIFICATIONS
SECTION 15400 (PLUMBING SECTION)
1. Add grease interceptor paragraphs 19.0 through 19.4 as follows to section 15400 of the
specifications
19.0 GREASE INTERCEPTOR - ON FLOOR TYPE
19.1 Furnish and install a Josam (Zurn, Wade or approved equal) Series 60105A grease
interceptor for on-floor installation. Unit shall have a rated flow rate of 20 GPM and a
grease retention capacity of 40 pounds. Provide vent at flow control and at discharge
side of unit.
19.2 Provide a Josam 1063 flow control with 3" inlet and outlet, 1-1/2" vent connection and
cleanout nluQ:.
~ '-'
19.3 Coordinate with the General Contractor and provide sufficient information to allow the
proper space for this How device.
19.4 Shop drmvings are required.
lof2
CHANGES TO THE DRA WINGS
1. Sheet Ml.l has been revised. See sheet Ml.la, dated 2-May-05 revising the following:
a. Add a grease interceptor to the three-compartment sink in Food Prep room 138.
Coordinate exact location of sink and grease trap with all trades. Strict coordination
of invert at sink trap outlet and grease trap inlet shall be made prior to installation.
lVIECHANICAL CLARIFICATION lVI-l 20i2 2 MAY 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
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13 JUN 2005
CLARIFICATION E-l
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certifY that this clarification was ARCHITECTS
prepared by me or under my direct
supervision and that I am a duly licensed WEBER ARCHITECTS &
Professional Engineer under the laws of PLANNERS
the State of Florida. 2280 WATERTOWN ROAD
&d&~ fr.: SUITE 100
LONG LAKE, MN 55356
Richard A. Lindell (952) 476-4434
Reg. No. PE0061553 Proj ect 0413 ENGINEERS
LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PL YMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY
SPECIFIED OR DRAWN, UNLESS SPECIFICALL Y AMENDED BY THIS OR
SUBSEQUENT CLARIFICATIONS.
CHANGES TO THE DRAWINGS
SHEET El.l
1. Per Country Inn & Suites, add (4) recessed incandescent cans type "G3" and (1) dimmer in
MTG-l #149. Refer to sheet ELla dated 13Jun05.
2. In MTG-2 #154, add (4) recessed incandescent cans type "G3" and (1) dimmer per Country
Inn & Suites. The surface mounted fixture shall be type "V". The decorative vanity fixture
shall be type "U". The vanity fixture in the restroom shall be type "T". Refer to sheet E 1.1 a
dated 13Jun05.
3. In MTG-3 #155, add (4) recessed incandescent ca.'1s type "G3" and (1) din1Iner per Country
Inn & Suites. The surface mounted fixture shall be type "V". The decorative vanity fixture
shall be type "U". The vanity fixture in the restroom shall be type "T". Refer to sheet E 1.1 a
dated 13Jun05.
4. Per Country Inn & Suites, add (8) recessed incandescent cans type "G3", and add (1) dimmer,
and delete (1) switch in BREAKFAST - MTG #140. Refer to sheet ELla dated 13Jun05.
5. Change the (5) dimmers located in \-Vork 142 to switches.
lof6
6. Change (2) dimmers located in Breakfast 137 to switches.
7. Relocate (2) light fixtures type "0" in Men 133 from N.E. Corridor 161 wall to above
vanities to accommodate Architectural changes.
SHEET E2.l
1. Per Country Inn & Suites, add (1) duplex outlet in Laundry 108 for chemical dispensing
equipment. Outlet shall be located at the rear of washing machines. Circuit to spare 1P-20A
circuit breaker in panel P-30.
2. Delete (2) water cooler OF! outlets from S Corridor 162 adjacent to Great Room 152.
3. Add (1) OF! outlet for a water cooler on the corridor side of Breakfast 13 7 south of the
elevators. Circuit to spare a 1P-20A circuit breaker in panel K-1. Refer to Architectural
drawings for exact location of water cooler.
SHEETS E 1.1. AND E2.l
1. Maintenance 109 has been deleted. House Keeping Office 130 has been relocated into the
Maintenance 109 space. Delete the (2) light fixtures type "C" from the original House
Keeping Office 103 location. Relocate the (3) outlets and (1) telephone/computer outlet from
the original House Keeping Office 1 03 location to the new area. Locate one outlet per wall in
the new office. Verify the new locate of the telephone/computer outlet with the Owner.
Refer to Architectural drawings for floor plan modifications.
2. Break Room 131 has been enlarged. Relocate electrical devices as required to accommodate
Architectural changes. Refer to Architectural drawings for floor plan modifications.
3. Entrance to Main 127 near new House Keeping Office 130 has been revised. Relocate
electrical devices to accommodate Architectural changes. Refer to Architectural drawings for
floor plan modifications.
SHEETS E1.l. E2.l. AND E3.l
1. Storage 163 has been deleted. Relocate outlet to back of fireplace. Delete switch and light
fixture type "C".
2. Elevators near Lobby 101 have been moved. Relocate elevator pit and elevator lobby
electrical devices to accommodate Architectural modifications. Refer to Architectural
drawings for floor plan modifications.
3. Elevator EL-3 and the shunt trip circuit breaker shall be located in new Elevator Equipment
Room #162. The new elevator equipment room is located adjacent to Elevator 3 in Laundry
108. Provide new elevator equipment room panel EP-2 (lP, 30A, 208V, 12 IP-20A CBs).
ELECTRICAL CLARIFICATION E-l 2of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
Panel EP-1 shall be feed with 3#10 conductor from main distribution center MDC-1. Provide
a 2P-30A branch circuit breaker. Provide an outlet in new equipment room and circuit to
panel EP-2. Add (1) light fixture type "D 1" and circuit to panel EP-2. Elevator 3 pit
electrical devices shall be circuited to panel EP-2 in lieu of panel EP-1. Provide heat and
smoke detectors in new equipment room. Refer to Architectural drawings for floor plan
modifications.
4. Add power and control wiring for new exhaust fan E-41 (440W, I-Phase, 120V) in new
Elevator Equipment Room 163. Wire a 120V thermostat and speed controller furnished by
the Mechanical Contractor. Furnish, install, and wire a motor rated on/off snap switch
disconnect. Locate thermostat, speed controller, and snap switch adjacent to hinge side of
door. Circuit to panel EP-2 with 2#10 conductor. Provide a 1P-20A circuit breaker. Add (2)
fire smoke dampers locations in Elevator Equipment Room 163. Refer to Electrical
Equipment Schedule on sheet E4.2 for fire smoke damper wiring requirements.
SHEETS El.l. El.2. E1.3. AND El.4
1. Per Country Inn & Suites, in typical unit type Q/Q 1BR, add (1) wall sconce type "S" located
on party wall and adjacent to entry door. The switch located at the entry door shall control
the wall sconce in lieu of the switch outlet. Typical.
2. In typical unit type Extended Stay, relocate bedroom wall sconce type "S" and switch to
accommodate change in door swing. Wall sconce shall be centered on wing wall adjacent to
bathroom vanity. Refer to Architectural drawings for unit changes. Typical.
SHEETS E2.l. E2.2. E2.3. AND E2.4
1. Per Country Inn & Suites, in typical units with a dry bar, delete (1) outlet from wing wall.
Mount outlet for microwave/refrigerator at 16" a.f.f. and mount outlet for coffee maker 2"
above counter backsplash. Typical.
2. Per Country Inn & Suites, in typical units with an "activity table", mount (1) outlet at 16"
a.f.f., mount (1) outlet at 36" a.f.f., and mount computer/telephone outlet at 36" a.f.f. Refer
to architectural drawings for furniture layout. Typical.
3. In typical units Specialty 202, Specialty 302, and Specialty 402 relocate wall sconce type "s"
to accommodate Architectural modification to unit entry. Refer to Architectural drawings for
changes to unit modifications.
4. Delete exhaust fan E-38 from Housekeeping Room 249.
5. Delete exhaust fan E-39 from Housekeeping Room 349.
6. Delete exhaust fan E-40 from Housekeeping Room 449.
7. In Specialty units 202, 210, 302, 310, 402, and 410, add exhaust fan type E-2. Fans shall be
ELECTRICAL CLARIFICATION E~l 3of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
located above tubs and circuited with tub's recessed can lighting.
8. Guest Units 229,231,233,329,331,333,429,431, and 433 shall have bathroom exhaust
fans E-2 in lieu of E-1.
9. Add new exhaust fan E-42 (90W, 1Phase, 120V) in Elec 247. Provide power and control
wiring. Furnish and install a separate on/off switch. Circuit to a spare 1P-20A circuit
breaker in panel P-30.
SHEET E2.5
1. Roof exhaust fan E-32 shall be located at grid lines E12 and G 12. VerifY exact location with
Mechanical drawings.
2. Relocate roof exhaust fan E-23 to grid line H15. Verify exact location with Mechanical
drawings.
3. Add new exhaust fan E-43 (lIlOHP, 1Phase, 120V) for typical unit exhaust fan shaft at grid
line K15. Provide power and control wiring. Wire a 120V thermostat and speed controller
furnished by the Mechanical Contractor. Furnish, install, and wire a motor rated on/off snap
switch disconnect. Circuit to a spare 1P-20A circuit breaker in panel P-30. Verify exact
location of fan, speed controller, thermostat, and snap switch with Mechanical drawings.
SHEETS EI.4. E2.5. AND E3.4
l. Stair B has been change to have access to roof. Add (1) wall bracket light fixture type "P"
and (1) emergency light fixture type "F" above roof access door within Stair B. Circuit with
Stair B lighting circuit. Add (1) outlet adjacent to roof access door within Stair B and circuit
with Stair B outlet circuit. On the exterior of Stair B above roof access door, add (1) light
fixture type "L". Fixture shall be controlled thru lighting control panel. On exterior of Stair
B adjacent to roof access door, add (1) WP/GFI outlet. Circuit outlet, unswitched, with
exterior light to spare 1P-20A circuit breaker in panel P-15. Relocate smoke detector to roof
level ceiling. Add (1) 15cd Horn/Strobe adjacent to roof access door within Stair B. Refer to
Architectural drawings for floor plan modifications.
SHEETS E1.I. E1.2. E1.3. EI.4. E2.1. E2.2. E2.3. AND E2.4
1. In typical unit type Q / Kids, relocated bar light fixture type "U", bedroom wall sconce type
"S", bedroom outlet, bedroom telephone/computer outlet, bar outlets, and switches to
accommodate changes to unit walls and bar location. Refer to architectural dra\vings for lL.'1it
changes. Typical.
2. In typical units Q/Q 208, Q/Q 308, and Q/Q 408 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "S" 6' -0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare IP-20A circuit
ELECTRICAL CLARIFICATION E-l 4of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
3. In typical units King 227, King 327, and King 427 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "S" 5' -0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare 1P-20A circuit
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
4. In typical units King 229, King 329, and King 429 make the following changes to
accommodate Architectural modification to the unit entries: Relocate switch adjacent to door
on latch side. Relocate wall sconce type "S" 5' -0" towards new entry door location. Add (1)
outlet in entry (3 thus). Outlets shall be circuited vertically. Circuit to spare 1P-20A circuit
breaker in panel P-27. Refer to Architectural drawings for changes to unit modifications.
5. In Storage 228, Storage 353, and Storage 451, relocated outlet, switch, and light to
accommodate Architectural changes. Refer to Architectural drawings for room changes.
6. In Elevator Lobby 200, Elevator Lobby 351, and Elevator Lobby 400, adjust locations of
decorative surface mounted fixtures type "B", decorative wall sconces type "A", and
emergency light fixtures type "F" to accommodate Architectural changes. Refer to
Architectural drawings for floor plan modifications.
SHEETS E1.3. E2.3. AND E4.3
1. Units Q/Q 300 and Q/Q 328 have been changed to new unit type Exe Q/Q Suite. Circuit
units to same panel and circuit breakers. Refer to sheet E-TU-a dated 13Jun05 for typical
unit electrical layout.
2. Stor 352 has been deleted. Delete outlet, switch, and light fixture type "C". Relocate outlet
and wall sconce type "A" in Elevator Lobby 351 to accommodate Architectural change.
SHEETS El.4. E2.4. AND E4.4
1. Storage 457 and Storage 458 have been changed to new typical unit type Exe Suite. Delete
lighting, outlets, and switches associated with storage rooms. Circuit all of typical unit Exe
Suite's electrical devices to spare 1P-20A circuit breakers in panel P-30. Add (1) 2P-35A
circuit breaker for HP-3. Refer to sheet E-TU-a dated 13Jun05 for typical unit electrical
layout. Relocate (1) outlet in Elevator Lobby 400 to accommodate Architectural
modification.
SHEET E2.l
1. Per Country Inn & Suites, add (1) wall mounted phone outlet in vestibule. Locate adjacent
card reader. Verify location with Architect.
2. Add (1) GFI outlet for chemical dispensing equipment in Laundry #108. Outlet shall be
ELECTRICAL CLARIFICATION E-l 5of6 13 JUN 05
COU~TRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
located at rear of washing machines. Verify exact location with owner. Circuit to spare IP-
20A circuit breaker in panel P-13.
3. Verify locations of all kitchen equipment with owner prior to rough-in.
SHEET E4.2
1. In the Electrical Equipment Schedule, Heat/Cool Units HC-I, HC-2, and HC-3 shall be noted
as HP-I, HP-2, and HP-3 respectively.
2. Add Heat/Cool Unit HP-4 (18MCA, IPhase, 208V) to Electrical Equipment Schedule.
Circuit with 2#10 Conductor. Refer to Electrical Equipment Schedule note "M".
3. Change light fixture type "U" from decorative sconce to decorative vanity. Owner shall
select fixture.
ELECTRICAL CLARIFICATION E-l 6of6 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
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COUNTRY INN & SUITES
MINNEAPOLIS. I>lN. 55441 BY CARLSON 13JUN05 E - TU - a
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COUNTRY INN & SUITES
MINNEAPOLIS, MN. 55441 BY CARLSON 13JUN05 E - TU - b
(763)542-'9163
inFo@linclelleng.coM CAPE CANAVERAL. FLORIDA
-
13 JUN 2005
CLARIFICATION ADDENDUM M-2
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this addendum was ARCHITECTS
WEBER ARCHITECTS &
prepared by me or under my direct PLANNERS
supervision and that I am a duly licensed 2280 WATERTOWN ROAD
Professional Engineer under the laws of SUITE 100
the State of Florida. LONG LAKE, MN 55356
~cif~ Pi:
(952) 476-4434
,
Richard A. Lindell ENGINEERS
Reg. No. PE0061553 Proj ect 0413 LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALLY
SPECIFIED OR DRAWN, UNLESS SPECIFICALLY AMENDED BY THIS OR
SUBSEQUENT ADDENDA.
CHANGES TO THE DRA WINGS
M1.1-FIRST FLOOR PLUMBING FLOOR PLAN
1. Delete water coolers F-22 and F-23 and associated piping in Corridor 162.
2. Mop sink F-21 and a soak sink F-27 has been added to Laundry room 108. Domestic water
and sanitary sewer serving break room sink have been increased in size to accommodate F-
21 and F-27. See sheet MI.lb dated 13-Jun-05 showing sinks and piping.
3. Add water cooler F-28 and associated piping outside of Breakfast room 137 south of
elevators. Connect a 2" sanitary sewer to nearest 3" or larger sanitary sewer pipe and
connect 1-1/2" vent to nearest vent stack. Connect 1/2" cold domestic water to nearest
3/4" or larger cold domestic water pipe. Verify exact location of water cooler on
architectural drawings.
4. Piping has been revised at grid lines L15 and GIS to serve revised units above. See sheet
MI.1 c dated 13-jun-05 showing revised piping.
lofS
Ml.2-SECOND FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F-21 and associated piping in Housekeeping room 249.
2. Piping has been revised above main entrance lobby to serve revised units 300 and 328. See
sheet Ml.2a dated 13-jun-05 showing revised piping.
M1.3-THIRD FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F-21 and associated piping in Housekeeping room 349.
2. Piping has been revised to serve revised units 403, 430 and 457. See sheet M1.3a dated
13-jun-05 showing revised piping.
M1.4-FOURTH FLOOR PLUMBING FLOOR PLAN
1. Delete mop sink F-21 and associated piping in Housekeeping room 449.
2. See sheet M1.4a dated 13-Jun-05 adding units 403, 430 and 457. See sheet M1.4a dated
13-jun-05 showing fixture types.
M2.1-FIRST FLOOR HV AC FLOOR PLAN
1. Exhaust fan E-41 and assoc. ductwork has been added to Elevator Equipment room 163.
See sheet M2.1a dated 13-Jun-05 showing fan and ductwork.
2. See sheet M2.1 a dated 13-Jun-05 revising ductwork from air handler AH-5 due to
elevator equipment room addition.
3. See sheet M2.1 b dated 13-Jun-05 revising ductwork from air handler AH-4 due to
finished ceiling height and beam height conflict.
4. Supply air duct in front of main elevators near Storage room 163 shall be 18/10 in lieu of
16/12.
M2.2-SECOND FLOOR HV AC FLOOR PLAN
1. Delete exhaust fan E-38 and associated ductwork in Housekeeping room 249.
2. Guestroom 202 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 1 0- ~.1ay-05.
3. Guestroom 210 shall have an exhaust fan type E-2 located above whirlpool, route 3"
MECHANICAL CLARIFICATION 1\>1-1 2of5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
4. Storage room 247 shall have an exhaust fan type E-42, route 4" round duct from fan to 22
inches up inside bathroom exhaust fan shaft. Exhaust fan shaft shall be sized as per
suggested shaft detail dated 10-May-05.
5. Guestrooms 229, 231, 233 shall have typical exhaust fans E-2 as shown on typical unit
layout.
M2.3- THIRD FLOOR HV AC FLOOR PLAN
1. Delete exhaust fan E-39 and associated ductwork in Housekeeping room 349.
2. Guestroom 302 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
3. Guestroom 310 shall have an exhaust fan type E-210cated above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
4. See sheet M2.3a dated 13-jan-05 showing exhaust fan shaft at units 300 and 328 to allow
for new Suite room 457 above.
5. Guestrooms 329, 331, 333 shall have typical exhaust fans E-2 as shown on typical unit
layout.
6. Guestrooms 300 and 328 shall have HP-2 style heat pumps in lieu ofHP-1.
M2.4-FOURTH FLOOR HV AC FLOOR PLAN
1. Delete exhaust fan E-40 and associated ductwork in Housekeeping room 449.
2. Guestroom 402 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated 10-May-05.
3. Guestroom 410 shall have an exhaust fan type E-2 located above whirlpool, route 3"
round duct from fan to 22 inches up inside bathroom exhaust fan shaft. Exhaust fan shaft
shall be sized as per suggested shaft detail dated lO-May-05.
4. Guestroom suite 457 shall have an exhaust fan type E-2 located above whirlpool and in
bathroom, route 3" round duct from fan to 22 inches up inside bathroom exhaust fan
shaft. Exhaust fan shaft shall be sized as per suggested shaft detail dated 10-May-05. See
sheet M2.4a dated 13-Jun-05 showing exhaust fans.
1\1ECHANICAL CLARIFICATION lVI-l 30f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
5. Ouestrooms 429, 431, 433 shall have typical exhaust fans E-l as shown on typical unit
layout.
6. Delete heat pump HP-l in deleted storage room 457.
7. Delete heat pump HP-l in deleted storage room 458
8. Add heat pump HP-4 for new Executive suite 457. See sheet M2.4a dated l3-Jun-05
showing HP-4 and assoc. ductwork.
M3.1-ROOF PLAN
l. Roof exhaust fans type E-22 shall be at grid lines E12 and 012 to serve typical unit
shafts.
2. Add roof exhaust fan E-43 for typical unit exhaust fan shaft at grid lines K15.
3. Relocate roof exhaust fan E-23 for typical unit exhaust fan shaft to grid lines HIS.
M4.1-MECHANICAL SCHEDULES
l. Delete plumbing fixtures F-22 and F-23 from the plumbing fixture schedule.
2. Delete exhaust fans E-38, E-39, E-40 from the fan schedule.
3. Exhaust fan E-4l thru E-43 has been added to the Exhaust fan schedules. Exhaust fan
make and model shall be as follows:
FAN SCHEDULE
FAN ROOM(S) MODEL MODEL ACCESSORIES CFM ESP MOTOR FAN VOLTS/ NOTES
NO. SERVED NO. NO. - - " W.C. H.P. RPM PHASE -
E-41 ELEV. EQUIP. ACME V900 A,B.F,J 880 0.250' 440w 1050 120/1 2
E-42 STORAGE RM 247BROAN 676 A,s' Wi .20" . !'lOw - 1:20/1 1
E-43 TYP. UNITS ACME PRN 100 B,D,E,F 210 0.25' 1/10 1050 120/1 3
ACCESSORIES NOTES
A. GRAVITY BACK DRAFT DAMPER 1. CEILING OR WAUL MOUNTED EXHAUST Fi\N WlTH SQUIRREL CAGE BLOWER AND
B. SEE SPEC. FOR STARTER, DISCONNECT ACCESSORIES AS INDiCATED.
AND OVERLOAD PROTECllON
C. BROAN MODEL 644 RELIEF HOOD 2. ACME MASTERETTE SERIES CEILING EXHAUST FAN V/11J-1 SQUIRREL CAGE BtO~R AND
D. MOTORIZED DAMPER SOUND INSULAllED HOUSING AND ACCESSORIES AS INDICA TED.
E. ROOF CURB FOR FLAT ROOF
BY GEN. CONTRACTOR. MECH. CONT'R SHAUL 3. DIRECT DRIVE, ROOF MOUNTED, CENTRIFUGAL EXHAUST FAN MOUNTED ON ROOF
COORDINATE SIZE. CURB AND OTHER ACCESSORIES AS INDiCATED. UNIT SHALL BE MOUNTED IN SUCH
F. SPEED CONTROLLER A VIA Y AS TO MEET 130 MPH WIND LOAD.
G. ACME WlC WALL CAP
H. ADJUSTABLE SHEAVES
I. BROAN HIGH CAPACITY RELIEF HOOD
J. 120 VOLT 1J-IERMOSTAT
K. EAVE GRILLE
1\1ECHANICAL CLARIFICATION lVl-1 40f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
4. Soak sink F-27 and water cooler F-28 has been added to the plumbing fixture schedule.
Plumbing fixtures make and model shall be as follows:
PLUMBING FIXTURE SCHEDULE
FIXTURE TYPE DESCRIPTION COLD HOT WASTE VENT
NO. WATER WA1IR
F-:-27. 1YpE. tAU~DRY. WB., DOUBLE ~OMPARTME~T, FLOOR MOUNTED . 1/2". . 1/2". 1~1/t' Hj2"
sqWL . FIATFLTQ, DQUBLE COMPARTME~T, MOLDED STONE
.FAUCET DELTA .2123 WITH AERATOR.
SlIPPLY . DEA~SOR.NBRASS.2712SCW (1/2~)ANG~ESTOPS WITH SUPPLIES (CHROME)
DRAIN. .TYLER tA PATTERN ASS OR pve P-.TRAP WITH UNiON.
F-28 mE . Himi;Low W;'.TER. COOLER,. HDCP, SURFACE MOUNTED ON WALL . 1/7:': - 1-1/2" .1':'1/2"
UNIT . EiXAY Hi;LOWEZSTL8CW~H STAINLESS S1IEL ONE PIECE BASIN WITH SlIlE.
. AND FRONT PUSH BARS. (SUBMIT COLOR SAMPLES WITH SHOP DRAWINGS) .
DRAIN mER ASS OR PVC P- TRAP WITH UNION
GENERAL NOTES
1. ALL FIXTURES FOR HANDICAPPED USE SHALL COMPLY WITH HANDICAP CODE REQUIREMENTS AND ADA. REFER TO SECTION 15185
FOR INSULATION OF TRAPS AND SUPPLIES AT HANDICAP FIXTURES.
5. VTAC HP-4 has been added to the heat pump schedule for Executive suite 457. Make
and model shall be as follows:
HEAT PUMP SCHEDULE (AR TO AIR>
UNIT MANUFACTURE MODEL CFM HEAT MBH KW@ C.O.P. OUTSIDE MCA VOLT /p MAX. APPROX. NOTES
NO. - NO. - COOL 208/1 - AIR CFM - - FUSE WGl -
HP-4 FIRST CO. 18SPU3 640 3kw 18.9 3.0 - 0 18 208/1 20 215 1
NOTES
1. PACKAGED VERTICAL THROlJGH WALL STRAIGHT COOL UNIT, LOUVERER ACCESS!RETlJRN AIR PANEL, FILllER RACK, WALL SLEEVE, WALL MOUNTED
THERMOSTAT, ROOM TEMPERATURE LIMITER, ELECTRIC RESISTANCE HEATER AND SEA COAST PROTECTION. PROVIDE PRIMARY AND SECONDARY
CONDENSATE PIPING TO APPROVED LOCATION.
M5.1-MECHANICAL DETAILS
I. See sheet M5.Ia dated 13-jun-05 showing condensate riser detail as noted on sheets MI.I
thru MIA.
1'1'1ECHM~ICAL CLARIFICATION 1\-1-1 50f5 13 JUN 05
COUNTRY INN & SUITES
BY CARLSON PROJECT 0413
CAPE CANAVERAL, FLORIDA
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24 JUN 2005
CLARIFICATION E-2
COUNTRY INN & SUITES
BY CARLSON
CAPE CANAVERAL, FLORIDA
I hereby certify that this clarification was
prepared by me or under my direct ARCHITECTS
supervision and that I am a duly licensed WEBER ARCHITECTS &
Professional Engineer under the laws of PLANNERS
the State of Florida. 2280 WATERTOWN ROAD
SUITE 100
. . ) . rC/... ~C LONGLAKE,MN55356
Richard A. Lindell (952) 476-4434
Reg. No. PE0061553 Project 0413
ENGINEERS
LINDELL ENGINEERING, INC.
3411 KILMER LANE NORTH
PLYMOUTH, MN 55441
(763) 542-9163
THIS CLARIFICATION SHALL BE ADDED TO AND BECOME A PART OF THE
ORIGINAL PLANS AND SPECIFICATIONS. ALL ITEMS SHALL BE AS ORIGINALL Y
SPECIFIED OR DRA WN, UNLESS SPECIFICALL Y AMENDED BY THIS OR
SUBSEQUENT CLARIFICATIONS.
CHANGES TO THE DRAWINGS
SHEET E4.2
1. To the Light Fixture Schedule, add fixture type "G3" as follows: Prescolite IDBX-T072 (or
approved equal) with a 1 OOW R40 incandescent lamp.
0= "".f.<. cc- ,~"--';' ...,,~
<~)
~~~-,\fPJ~"~." .~~
10fl
TREMst~.....~
Fjre P_oo Groop P
Electrical Systems
Project Name: .:/ Su/r-e5
~uCY1t1~:::t::li (!, .
CtfM c:tJJ.V10~?/?L-
Date:
Submitted by:
.s&ZcI/ e6.s / ::t::'N&
C?C /i#fuNR- /2i?'i
3z
32/- - G/,tJ!5
hix B --' 7'56""/
~-_.'''~--~
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Tremco In~ ----Tremcoiimited
26~8 Pearl Road 215 Wicksteed Ave.
TrU$!"d Suj>plkr oiWeatoo'1"""ilnj; S<>iuu.- Sinee 1';1:;8 Medina, OH 44256 Toronto, Ontario M4H 187
USA Canada
t\i1S0S and Spec Data Phone (330)273-8828 Phone (416)421-3300
Sheets~ visit our \^Jeb site: Fax (330) 220-7075 Fax (416) 361-3514
www.tremcofirestop.com Toll-Free (866) 209-2404 Toll-Free (800) 263-6046
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I System No. W-L-2158 I
,
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I December 03, 1999 I
F Ratings - 1 &2 Hr (See Item 1) I
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T Ratings - 3/4, 1, 1-112 & 1-3/4 Hr (See ,
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1. Wall Assembly The 1 or 2 hr frrNated Gypsum wallboard/stud wall assembly shall be constructed of the materials and in tile mamer
specified in the individual U300 or U400 Series Wall and Partition Designs in tl1e UL Fire Resistance Directory and shall include the
following construction featues:
k Studs Wall framing may consistofeitl1erwood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber
spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. Oc.
I B. Gypsum Board* One or two layers of nom 1/2 or 5/8 in. tl1ick Gypsum wallboard as specified in tl1e individual Wall and
Partition Desig..'1. Max diam of opening is 1-11/16 in.
The hourly F Ratiug of the fires top system is equal to the hourly fire rating of the wall assembly in which it is installed.
2. Through Penetrants One nonmetallic tube to be installed eitl1er concentrically or eccentrically witl1in the firestop system. The annular
space shall be mill 114 in. to max 3/8 in. Tube to be rigidly supported on both sides of wall assembly. The foHowing types and sizes of
nonmetallic tubes may be used:
A. Crosslinked Polyethylene (PEX) TubeNom 3/4 in. diarn (or smaller) SDR 9 PEX tubing for use in closed (process or
supply) piping systems.
B. Electrical Nonmetallic Tubing+ Nom I in. diam (or smaller) collUgated wall electrical nonmetallic tubing (ENT)
constructed of polyvinyl chloride. ENT to be installed as a complEte system with all terminations in junction boxes, outlet boxes
or otl1er approved enclosures as specified in tl1e National Electric Code.
See Electrical Nonmetallic Tubing (FKHU) category in tl1e Electrical Construction Materials Directory for names of manufacturers.
The hourly T Rating is dependent on tl1e hourly rating oftl1e wall assembly and tl1e type of tube as sho"'TI in the following table:
Type of Tube Wall Assembly T Rating
Rating Hr Hr
PEX 1 1
PEX 2 ] -1/2
ENT I 314
ENT 2 1-3/4
I 3. Firestop System The f!festop system shall consist of the following:
A. Packing Material (Optional) - In 2 hr wall assemblies, foam backer rod firmly packed into opening as a permanent form.
Packing material to be recessed from both sUl-faces ofwaH as required to accomodatetl1e required thickness offill material.
B. Fill, Void Or Cavity Material* - Caulk Min 112 in. thickness offill material applied within ilie annulus, flush with both
surfaces of wall.
TREMCO L"fC - TREMstop Intumescent Acrylic
+Bearing tl1e UL Listing Mark
*Bearing the UL Classification Mark
lnc.@
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I
November 25, 2003 I
!
I F Rating - 2 Hr
I T Ratings - li4 and 1-l/2 Hr (See Item 3) i
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I L Floor or Wall Assembly - Min 4-1/2 in. thick reinforced nonna] weight (140-150 pcf) concrete. Floor may also be comtructed of any
,
min 6 in. thick lJL Classified hollow core Precast Concrete l1nits*. Wall may also be constructed of any UL Classified Concrete Blocks*. I
Max diarn of opening is 5 in.
See Concrete Blocks (CAZT) and Precast Concrete Units (CF1V) categories in the Fire Resistance Directory tor names of I
I
manufacturers. I
2. Through Penetrants- One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the tirestop system. i
The max diarn of pipe or conduit, annular space, thickness of caulk, type of system and T Rating shaH be as specified in the table below. I
Pipe or conduit to be rigidly supported on both sides offioor or wall assembly. The following types and sizes of nOlIDletallic pipes may be I
used: i
I
A. Polyvinyl Chloride (PVC) Pipe -Nom 3 in. diarn (or smalier) Schedule 40 solid core PVC pipe for use in closed (process !
or supply) or vented (drain waste on vent) piping systems. I
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe- Nom 3 in. diam (or smaller) SDRI3.5 CPVC pip e for use in closed
(process or supply) piping systems.
C. Rigid Nonmetallic Condnit+ - Nom 3 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article
347 of the National Electrical Code (NrP A No. 70).
3. Firestop System- TIle flfestop system shall consist of the fonowing:
A. Packing Material (Optional) - Foam backer rod firmly packed into opening as a permanent tan11. Packing material to be
recessed from top surface offiooror from both surfaces of wall and hoilowcore precast concrete units as required to
accommodate the required thickness offill material.
B. Fill, Void or Cavity Material* - Caulk -Fill material applied within the annulus, flush with top surface offloor or with
both surfaces of wall and hollow-core precast a:mcrete units as shown in the table below. w'hen required, additional fill material
to be installed such that a mill 1/8 ill. crown is fonned around the penetrating item.
*Reproduced courtesy ofUr.denvriters Laboratories, lnc.@ (UL / cUL)
1
System No. W-L-3131
December 03, 1999
F Rating ~ 1 and 2 Hr (See Item I)
T Rating ~ 1/4 and 1/2 Hr (See Item 1)
old ~/JlG
eP ~ ()w
If;{# ~JuI
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I. Wall Assembly The 1 or 2 h tire-rated gypsum wallboard/stud ",-all assembly shall be constructed of the materials and in the manner
specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the
tbllO\ving construction features:
A. S mas Wall framing may consist of eithenvood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber
spaced 16 in. OC. Steel studs to be min 2-1/2 in. ",-ide and spaced max 24 in. Or.
R G}'jlSl.lm Board* One or two layers of oom 1/2 or 5/8 in. thick gypsum wallboard as specified in the individual Wall and
Partition Design. Max diam of opening is 3-1/2 in.
The hourly F Rating ofthe firestop system is equal to the hourly fire rating ofthe wall assembly in which it is installed. The T
I Ratings are 1/4 and 1/2 hr when installed in 1 hr and 2 hr rated walls, respectively.
2. Cables One metal-clad cable or two service entrance cables, as described below to be installed either concentrica!ly or eccentrically
I within the frrestop system. ,!;:ables to l:e rigidly supported on both sides of wall assembly. The following lypes and sizes of cables may be
I used:
I
!
A.. Max four all.lminlllll wlIlluctor No. 210 A WG (or smaller) aluminum Metal Clad Cable+. Max one metal clad cable
w-ithin the tlrestop system. The annular space between the cable and the perphery of opening shall be min l/4 in. to max: 1 in.
~ ~
AFC CABLE SYSTEMS mc
B. Max four alu.rninum conductor No. 2/0 A WG (or smaller) Type SER service entrance cable with cross-linked polyethylene
insulation and PVC jacket Max: two cables bundled together within the frrestop S'fstem. The annular space between the cables
and the periphery of opening shall be min 1/2 in. to max: 1-112 in.
3. FirestopSystem The firestop system shall consist of the following:
A. Packing Material (Optional}-Foam backer rod firmly packed into opening as a permanent form. Packing materia! to be
re.cessed from bot.~ surfaces ofw-aH as required to accommodate the required thickness offIll materiaL
B. Fill, Void or Cavity Material* - (Canlk) Min 1/2 in. thickness of fIJl material applied wit.l1in the annulus, flush with both
~aces of walL Additional fill material to be installed sud'! that a min 1116 in. crown is formed around the penetrating item ana
lapping 3/8 in. beyond the periphery of the opening.
- ---- -
I TREMCO INC .~. TREMstop Intumescent Acrylic
I +Bearing the UL Listing Mark
"'Bearing the UL Classification Marking
!
'.--........... 1 *Reproduced cO'dYtesy of [Jnderwriters Laboratories, jnc.@ (UL/ CU1~)
1 Medina, ohi644256
DATE:
TO:
FROt..t Neil Weber, AlA 2280 Watel1o',v11 Road. Long Lake, MN 55356-9419
RE: 952.476.4434' Fax 952.476.5863 . nw@weberarchilectscom
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I HEREBY CER,TfFY1HAT~n'!10 f't'i\N. SPECIFiCATiON OR
REPORT \:VA$ PREPAE,EQ BYr~~iE tlF UNDER MY DIRECT
SUPERVrSlON /~N04HAri:'~,MA DUtY REGISTERED ARCHITECT
Ur--mER-Tr:E U..0/?fF T~E STATS QF FLORIDA. . - .. --
/---)11...-..1. .
- II! J. -~ lllll J b JlX) JJ_'
! "i- . l'-'" -
..1 It '1:_ /'1fV- . .----c.~ 8A TE _' ~"l __
NEIL VYEBE REGISTRATION AROO17512
Jol 26 05 03:10p Jim Rit.enour 772-563-0499 p. 1
UL SYSTEM NO. C-BJ..2021
PLASTIC PIPE THROUGH PRE-CAST (HOL.LOW CORE) CONCRETE fLOOR ASSEMBLY
F..RATING = 2-HR. 10
co
T -RATING = 2-HR. """
N
<C
0
SECTION ~A en
BOTTOM VIEW .....
<"4
T ... 0
N
~
a:l
Q
., .. <3
... . .... .
".(1.' .. -'II:( 4:
....
.,.
. -01 .<1' .
I. 4. 0
<3.
. .. 1 -<T . -, .
, 4
<t A
A .,.
.~ 4 41
. .
... : . ...-4
... ..,
1. PRECAST (HOLLOW CORE) CONCRETE FLOOR ASSEMBLY (MINMUM 8" THICK) (2..HR. FIRE-RATING}.
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: (ALSO SEE NOTE NO.2 BelOW) :
A. MAX1MUM 6" NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR AND SOLID CORE).
B. MAXIMUM 6" NOMINAL DIAMETER ABS PLASnC PIPE (CELLUlAR AND SOLID CORE).
C. MAXIMUM 6" NOMINAL DiAMETER CPVC PLASTIC PIPE.
3. MINIMUM 112" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
4. HlL Tlep 643N FIRESTOP COLLAR WITH FASTENING HOOKS (SEE TABLE BELOW).
5. EACH FASTENING HOOK SECURED TO BOTTOM OF FLOOR WITH 1/4" X 1-314" LONG STEEL EXPANSION
BOLTS IN CONJUNCTION WITH 314" DIAMETER STEEL WASHERS (EX. HllTI KWlK.BOL T 3).
NOMINAL PIPE DIAMETER PRODUCT OESeRIPITION NO. OF FASTENING HOOKS MAXIMUM HOLE SIZE
1-112" CP 643 5011.5" N 2 2-118"
2" CP 643 6312" N 2 2-5J~
3" CP 643 90/3" N 3 4"
4" CP 643110/4" N 3 5" !
6" CP 643 16016" N 4 7'" I
I
NOn:~ : 1. ANNULAf( SPACE = MINiMUM 0", MAXIMUM 1;2".
2. CLOSED OR VENTED PIPING SYSTEMS {PVC, ASS = SCHEDULE 40; CPVC = SDR 17~ I
Sheet 10ft DrBwing No.
C=:JDb~D.
HIL T1, Inc. Scala 9164" :: 1" CBJ
TtIIsa, OlcIahom.a USA (918) 252.0000
t"tRESToP SYSTEMS Date June 2-4, 2005 2021g
I Saving Uves through InmJillltion and Education I
.-- -^ - .
Jul 26 05 03~11F Jim Ritenour 772-563-0499 F.G
LL SYSTEM NO. V-L -2128
PLASTIC PIPE THROUGH GYPSUM VALL ASSEMBLY
f-RAT1NG = I-tR. AND 2-HR. M
=
r-
T -RATING = HR. c
.....
~
tXI
SECTION A-A (\J
fRONT VIEV N
-1
..... .... ;:!l:
A <::1=tI
~ ,
i
A <:):=i
1. GYPSUM VAll ASSEMlLY <<L ClASSIFIED U300 DR U400 SERlES> <1-HR. DR 2-HR. FlRE-RATING)
<2..... SIil\IN).
2. (NOT StfIVN). WOOD STUDS TO crtfSlST IF I04INAl 2' X 4' LlJ4BER. STEEL SllJns m BE
MINlM.JM 2-112' \lIDE.
3. OPTIONAL t SHEET MET III PIPE SLEEVE <MAXDUI 3-lI2' DIAtETER, HlNIMlIt 28 GA. THICKNESS"
VITH MINDUt 1-114' lAP AUKi LONGITUDINAl SEAM>.
4. POETRA TING ITEM TO BE IK: IF TIE F1lLl1J\iING r
A. MAXIttIM 2' NDMJNAL. DINETER PVC PLASTIC PIPE (SCHEJILE 40) <CEL.LUlAR DR SfJLm
aRE) CCUlSED lR VENTED PIPlNi SYSTEM)'
B. MAXI""" 2' NIlHINAL. DIAtETER CPVC PLASTIC PIPE (SDR 13.5) <CLOSED PIPING SYSTEM
rN.. n.
5. HIl.. n FS-M INTUMESCENT fIRESTDP SEALNfT t
A. HINIMJM 5/8" IEPlH Dr SEAlANT FIR A I-tR. F1RE-RA TINi
B. MINlMJM 1-1I4~ DEPTH [F SEH.ANT fOR It 2-HR. FIRE-RATING.
NlTES I L MAXDlIM DINETER Of OPENING = 3-1/2'.
2. ANNlUR SPACE = MlNDU4 1/4#" MAXDUf U/i6.f.
3. PIPE: MAY BE lNST~D AT M Ata.E NlT GREATER
~ 45- fROM PERPENDIClLAR.
Shef.>t 1 of 1 lJral1in9 No.
C=8Dfl ~Df> HILTC In;, , r- Scale 7/32' ': l' \/L
___ __ ~[]_ _ TulSo., Oldo.hoMo. USA ,918J 252-6000 lkitt? Aprll 7, 2003 2128e
FIREST P SYSTEMS
Jul 26 05 03:10p Jim Ritenour 772-563-0499 p.b
Ul SYSTEM NIl C-)J-2014
PlASTIC PIPE THROUGH HOLLOW-CORE CDNCRETE FLDIlR ASSEHBL Y
F-RATIH6 :: 2-tR
T-RATING = 2-tR. !
~
liS
N
...,
n:P VIEV SECl'lfM A-A fj
y .
'I' .~. IA ~., '4' I I:'; .
1 ". I .1. ~4. t ..oJ'.
'. I.. :- I I. ,I I. l.d
A ~'I', "I ",\ ' , I' q I. 1,',. 'I' A
" .' '" .. I.. ;4 ., ..
J.. , II . ....1 '. I fA.. .1", j . . 4 .
, 'I I .6" '. I '" I L . ' ......'.. ~... .
.1 , 4~ .., '. j, r " 1', '.' . "
t...,I' I .,'''~': 4141....<1. .1..,., '",0,0,..
.,1' I 'I <if - , ...1" I" I.:., , " .
I, " . ,~ ' , I I" F '. .
'It!. 'f ," Ia '" ,\"',1' . . I .. J4, , I.' ,. " t. " .: , ,;.
.1 '. ".1 ,+' . I" fs.." t ,.'.. I' ,"
~ . 1 .' "I 1......, .
I .. ' . " .," . :r , '.' 4
1 A. I.. ~ . ....I :. ' I;,'j ~
,,' .' 1 '.j' .,. I. I'''' I'
, '.4 ',"If. 0(1. - . . . 6.
I. ANY lL/ULC ClASSIflED PRE ~T HClLD\I CORE ClXRETE FUIR ASSEMBlY <MIN. 8- llUCIO
C2-f-R. fIRE -RA TIt<<i).
2. PENETRA TINi ITEM TO BE rH: or TIE F1l.L.lJVJNi I
A MAXDUI 2' tOUNAL DIttETER PVC PLASTlC PIPE (SCHEDULE 40) <CflllLAR DR m.m
CORE) (CLOSED PIPING SYSTOO,
I. MAXDU4 2' NfJUNAL mNETER CPVC PlASTIC PIPE <SDR 13.S) (CLOSED PIPING SYSTDO,
C, MAXIMlIt 2' NfJIfHAl DINETER RNC (RIGID NJlETALUC C[JIJJUIT).
3. MINIMUM 1. THICKNESS MItDAl VO[I.. OON. 4 Per DENSITY> TIGffL Y PACKED AND INSTALLED
flUSH VITH TIE BDTTDM stRfACE IF THE FUIJR,
4. MINIMUM l' THICKNESS MItUAl VOIl. OON. 4- per DENSITY) TIliITl Y PACKED AND RECESSED
FROM TtE TDP stR"ACE IF THE ASSEMBlY m ACClltrtlDATE FlRESTOP SEALANT,
5. MINIMUM V4' JEPTH HD..T1 rS-M INTUtESCEN'T FIRESTlF SEAlANT.
6. MINDIJM 114' BEAD HaT! fS-fJI: INTUMESCENT FIRESTDP SEALANT AT POINT [F (DffACT.
i .. .. .... .. .. I
fIITES I L MAXIMUM DIAMETER Of IFENING = ".,
2. NlWRSPACE = MJHDIJM 0', MAXJIUlI-5l8'. ·
Sheet 1 of 1 lhlri?g No.
l1----IIor TIrD$ HILTL Inc. Salle tlB' = I' CBJ
Lr=U T ul.SQ., DklnhoMo. USA (918) 252-6000 , -, - - - ~ -
F"IRE:STOP SYSTEMS lJa'te July 14, 2003 2014b
Jul 26 05 03:10p Jim Ritenour 772-563-0499 p.q.
Ul SYSTEM NO. C-BJ~2012
PLASTIC PIPE THROUGH HOLLOW CORE CONCRETE FLOOR ASSEMBLY
F-RATING = 2-HR. to
<::>
TooRATING = 2-HR. T""
.....
l,()
<::>
SECTION A-A ..ci
TOP VIEW N
..... .... ~
-:)
al
(.)
!
..,
.., '<l , , ~. <3 ./l
4 ./;\
It .d A
.", 4:..1 ,
4(5) ,:q " '4 , .<I
l 40 0..
, ~. ' '. ....
4 · ~ l)) , ~.
<1
:0#. ' .4 .4 ."1
..
4 ~
"
.d tP "
1. Ul CLASSIFIED PRE-CAST HOLLOW CORE CONCRETE FLOOR ASSEMBLY (MIN. 8" THICK) (2-HR. I
FJRE-RATlNG).
2. MAXIMUM 5" NOMtNAL DIAMETER SHEET METAL SLEEVE (MIN. 28 GA.) HAVING A MINIMUM 1"lAP
ALONG LONGITUDINAL SEAM. SLEEVE TO BE INSTALLED FLUSH WITH BOTH SURFACES OF FLOOR
(SEE NOTE NO.4 BELOW),
3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO.3 BELOW).
A. MAXIMUM 4" NOMINAl DIAMETER PVC PlASTIC PIPE (CELLULAR OR SOlID CORE).
B. MAXIMUM 4" NOMINAL DIAMETER CPVC PlASTIC PIPE (CLOSED PIPiNG SYSTEM ONLY).
4. HIL 11 CP 648E WRAP STRIP (NOMINAL 314" THICK X 1-3/4" WIDE) CONTINUOUSLY WRAPPED AROUND
THE OurER CIRCUMFERENCE OF THE PIPE. COVERING ONCE, WITH ENDS BUITEO AND HELD IN
PLACE WITH TAPE. WRAP STRIP TO BE DOUBLE..sT ACKED AND SLID INTO ANNULAR SPACE, SUCH
THAT 112ft EXTENDS BEYOND BOTTOM SURFACE OF FLOOR.
S. MINIMUM 1/4- BEAD HIL n FS-ONE INTUMESCENT FIRESTOP SEAlANT APPLIED AT WRAP STRlPI
CONCRETE INTERFACE.
, 6. MINIMUM 1/4" DEPTH HIL n F~ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH TOP SURFACE
OF FLOOR,
NOTES: 1. MAXIMUM DIAMETER OF OPEN'NG = 5".
2. ANNULAR SPACE = NOMtNAL1J4",
3. CLOSED OR VENTED PIPING SYSTEM (PVC = SCHEDULE 40, CPVC = SDR 13.5).
4. SHEET METAL SLEEVE MAY ALSO EXTEND 112" BELOW THE FLOOR.
Sheet 1()f1 D.rewlng No,
C==JO~~D"
HIL n. Inc. Scale 5J3.2" = 1. CBJ
TlJlsa. Oklahoma USA (918) 252=6000
I FIRESTOP SYSTEMS Date MAY 11, 2005 2012b
i
u
I Saving Lives through Innovation and Education ,
Jul 26 05 03:10p Jim Ritenour 772-563-0499 p.3
UL SYSTEM NO. C..aJ-2011
PLASTIC PIPE THROUGH 2.HR CONCRETE FLOORJWALl OR HOLLOW CORE
CONCRETE FLOOR ASSEMBLY LO
l'2
F-RATING = 2-HR. u;.
<:::>
.ri
T -RATING = 1-112-HR. ....
re
TOP VIEW SECTION A-A di
Co)
..... .....
:4 . .....
-<I', .4 .4 " '!1
A A A
,q ..,:4 ,
l ,oil
.... 'G) .0. 0
' iJ'" - "
.S ,4 ',' <t
, ~ '
4' , ,
4 4' - ,
, .4 '
.,
" '
:Ai IJ ",
4 lIP .4
. ,
1. CONCRETE FLOOR ASSEMBLY (2-HR. FIRE-RAllNG) :
A. UGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL ASSEMBLY (MINIMUM 8" THICK).
B. ANY UL CLASSIFIED PRE-CAST HOLLOW CORE FLOOR ASSEM8l Y (MINIMUM S" THICK).
2. PEHETRA TING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO.3 BELOW).
A. MAXIMUM 3" NOMINAL DIAMETER PVC PlASTIC PIPE (CELLULAR OR SOUD CORE).
B. MAXIMUM 3" NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY).
3. HlL n CP 648E WRAP STRIP (NOMINAL 3/16tl THICK X 1-314" WIDE) CON11NUOUSL Y WRAPPED AROUND
THE OUTER CIRCUMFERENCE OF THE PIPE, COVERING ONCE, WITH ENDS BUTTED AND HELD IN PLACE
WITH TAPE. WRAP STRIP TO BE SLID INTO ANNULAR SPACE, SUCH THAT 1/2" EXTENDS BEYOND
BorrOM SURFACE OF FLOOR (SEE NOTE NO.4 BELOW).
4. MINIMUM 1/4- BEAD HlLTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT WRAP STRIPI
CONCRETE INTERFACE.
5. MINIMUM 1/4" DEPTH HIL n FS..QNE INTUMESCENT FfRESTOP SEALANT FLUSH WITH TOP SURfACE OF
flOOR.
NOTES: 1. MAXIMUM DIAMETER OF OPENtNG = 4".
2. ANNULAR SPACE = NOMINAL 1/4".
3. CLOSeD OR VENTED PIPING SYSTEM. (PVC I: SCHEDULE 46, CPVC = SOR 13.5).
4. AS AN At TERNATE TO HIL TI CP 648E WRAP STRIP ON 3ft DIAMETER PIPES ONL V,
HJLTf CP 648S1311 WRAP STRIP MAY BE USED. WRAP HlLTI CP 648S WRAP STRIP
AROUND CIRCUMFERENCE OF PIPE AND HOLD IN PLACE WITH INTEGRATED TAPE.
WRAP STRIP TO BE SlID INTO ANNULAR SPACE, SUCH THAT 1fT EXTENDS BEYOND
BOTTOM SURFACE OF FLOOR.
Shee! 1 of 1 Dn!!lAng No,
C=JD~~D~
HIL 11, Inc. ScaIB 5132"= 1" CBJ
Tulsa. Oklahorna USA (918) 252-6000
FIRESTOP SYSTEMS Date MAY 17. 2OD5 2011b
Saving Lives through Innovation and Education
,
Jul 26 05 03:10p Jim Ritenour 772-583-0499 p.2
UL SYSTEM N1 V-l-2406
PLASTIC PIPE THR[]UGH I-HR. DR 2-HR. GYPSUM VALL ASSEMBLY
F -RA TING = l-tR. [R c-HR. :;g:
CJ'>
T -1M lING = ., 1/2, [Il 3/4-Ht ~
FRONT VIEW 1 2 SECTION A-A ~
.... ... ~
A <'l==j >:
A <:J;==I
t GYPSlIf VAlL ASSEMBLY <<l. Cl.ASSlF1ED U300 OR U400 SERIES) G-HR. [R 2-HR. FIRE-RATDG
<2-HR. SHDVN).
2. CNOT SlfNN>. WIDD STUDS m CIlNSIST IF MJlNAL 2' X 4JP UJtBER. STm STUDS m BE
MINDlIM 3-112' VIDE.
3. PEHETRA TIt<<i ITEM TO BE lIE Dr THE flllDWIMi J
A. MAXlrut 6" fDUNAl DIAtCER PVC PLASTIC PIPE (CELlUlAR CR Sl1.ID CORE).
B. MAXIMlM 4' t04lNAL. DINETER ADS PLASTIC PIPE <CEllULAR OR SDLm Cl'RO.
c. MAXIMlIf 6' tOONAl DIAfIJER CPVC PlASTIC PIPE (CLllSED PIP. SYSTEM>.
4. HD.. TI CP 648 S fIRESllF WRAP STRIP WRAPPED C[f4TIN.DJSL. Y ARIDlD CIRaJMfERENCE Of
PIPE AND SECURED IN PlACE VITH ~A TED rASTENNi TAPE, SUCH THAT TII: VRAP STRIP
PROTRUDES 118' f'ROM VALL SlIf"ACE.
5. MlNDU4 114' IEPTH HILT[ rs-DN[ JN1l.IESCENT FlRESTIP SEAlANT <<FTIDNAl IN I-HR. WALLS
ON PIPES 4' [R SMAlLER>.
6. HINIMtJt 114" BEAD HB.. TI fS-IH INTlIESCENT FlRESTOP SEALANT AT \/RAP STRIP IGYPSUM
VALl INTERFACE <rPTIDNAl IN 1-H1t VAllS ON PIPES 4' lR SMAl..lER>.
NIJHINAL TYPE PRDOOCT MAXDUt DIAMETER AtftLAR SPACE
PIPE MAHETER [)f PIPE DESCRIPTlDN or OPENNi MIHlJUI HAXIIUt
1-1;? AlL (}' 648S - 1.5' c-3/~ 3/16' 5/16'
2' All CP 64BS - 2' 3' 3/16' 5/16'
3' ALL CP 64BS - 3' of' 3/16' 5/16'
4' ALL CP 648S - 4' 5-3/8" 3.18' 1/2'
6# PVC AND CPVC CP 648S - 6' 8' 9/16' 13/16'
~NlTE I CLDSED DR VENTED PIPING SYSTEM. CPVC, .us, =SCHEIKJlE. 40, CPVC = SM 13.5>. II
~t 1 of 1 h.;,y No.
~-JOfl ~D(f) HILT!, Inc.
Sc~ 3/161::. I" \lL
rIR- - - - .. -- _. TulS<l, []I<{o.hOI"l!l USA (918) 252-6000
ESTOP SYSTEMS lJtljp 2'3 - 24060.
Apr. :..~, cOO4
12/30/2005 00:28 9547855123 WALTER CORNWALL INC PAGE 01
I PROSEAL PLUG DEVICE
PRECAST CONCRETE OR EXiSTING CONCRETE
\ fOR FLOORS II WAU.S
METAUJC P
(BY OTHERS)
PROSEAl PlUG
P-10 PS #2
SEAL RING
PalO
<<
~
COUPlING PIPE .- I>
PSfIO -' -";.-: .- .'!'-
I I
I,
. ivr I
/ U
EXPlODED VIEW
IMPORTANT NOlES:
1. For r CouplIng PIpe drill a 2 31'4" c:ored hale.
2. 'mall a be8cI of ProSet Caulk M'OUnd the coupling tlange to ~.
3. Insert pIlSS through piping up thmugh the all!I8We coupling.
4. Install ihe proper size sptt PmSMI Plug around h: pipe & drive up into the eIMvG coupling.
5. U. two ProS_ plugs for wall ~.
6. UIe Seal Ring in middte d Coupling Pipe to uecure within muon" wall.
~: P1ugI maybe8dwmt~ In for~ end... d~.
. W.H.~7Ec11llan Aiil.\ PRoSEY- D.*.~~4.9Ii
,~~ W.H. DeaIgn No. PS/PHV 120-03 ~ S 'r ,5 f If- rlp.l S DRG. NO. I
It, , F Rating 2 Hr. Of 3 Hra. or 4 HnI.. I f1RESTOP PENfTRA. TOR- I A-, 1, 01O-DHC I I
I I ' ~ -- ,,! - J I
OcH8-D5 01 : 28Pm From-Hilti FPE SOO 950 B613 T-404 P.002l002 F-606
OS ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: COUNTRY INN & SUITES
CONTRACTOR: B & B PLUMBING
f-RATING = 2.HR.
TOP VIEW SECTION ANA
"II" .....
. .
A .!2 . ~ '!I A
4 .
..... .,.:4 .
l 0' . . J
.' 'G' ',- Ow I -"9' - .4
4::1 0
' ' .
. .. .. -. "0,
.- .. .' M- ~ . . ...... .",.
... fIJ "w
. .... . . . .4.
, '"'' 4" '.:' . .
. .' . .6 .. . . ~ .
'.
.., ..
, ~.. .. .-
. . ..;j ... : 41 r, 0"
..:1 . . ..
.' o.
1. CONCRETE FLOOR ASSEMBLY (2.HR. FIRE.RA TIN G) :
A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL ASSEMBLY (MINIMUM 8" THICK).
B. ANY UL CLASSIFIED PRE..cAST HOL.LOW CORE FLOOR ASSEMBLY (MINIMUM 8" THICK).
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO.3 BELOW).
A. MAXIMUM 3" NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORE).
B. MAXIMUM 3" NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY).
3. HilT) CP 648E WRAP STRIP (NOMINAL 3116'" THICK x 1-3J4" WIDE) CONTIMUOUSL Y WRAPPED AROUND
THE OUTER CIRCUMFERENCE OF THE PIPE, COVERING ONCE, WITH ENDS BUTTED AND HELD IN PLACE
WITH TAPE. WRAP STRIP TO BE SUD INTO ANNULAR SPACE, FLUSH WITH BOrrOM SURFACE OF FLOOR
(SEE NOTE NO.4 BELOW).
4. MINIMUM 1/411 BEAD HllTI FS-ONE INTUMESCENT FIRESTOP SEALANT OR HILTI CP 601S ELASTOMERJC
FIRESTOP SEALANT APPLIED AT WRAP STRIPI CONCRETE INTERFACE.
5. MINIMUM 1/4" DEPTH HILTf FSoONE INTUMESCENT FIRESTOP SEALANT OR HILTI CP 601S ELASTOMERIC
FIRESTOP SEALANT FLUSH WITH TOP SURFACE OF FLOOR.
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 4".
2. ANNULAR SPACE. NOMINAL 1/41t,
3. CLOSED OR VENTED PIPING SYSTEM. (PVC III SCHEDULE 40, CpVC III SDR 13.5).
4. AS AN ALTERNATE TO HilT! CP S48E WRJ\..P STRIP ON 311 DIAMETER PIPES ONLY. HllTl
jJ - --
CP 648S13tt WRAP STRIP MAY BE USED. WRAP HILTI CP 6488 WRAP STRIP AROUND
CIRCUMfERENCE OF PIPE AND HOLO IN PLACE WITH INTEGRATED TAPE. WRAP STRIP TO
BE SLID INTO ANNULAR SPACE, SUCH THAT 112" EXTENDS BEYOND BOTTOM SURFACE OF
FLOOR.
5. W-RATlNG APPUE5 ONLY WHEN HILTl CP 601S ELASTOMERIC FIRESTOP SEALANT IS USED.
THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED.
(REFERENCE: Ul SYSTEM NO. c..SJ-2011)
HILTI,lnc. Shf/til 101'1 Drawing No,
hJD[1 5Ls-'D tl . :~~sa, Oldahoma USA (91&) 252-6000 Scale
118" = 1" 57963a
D~-r ~
FIRESTOP SYSTEMS ~ V. _ ,'. CFRS Dii$ <let,18.i01I5
Saving Lives through Innovation and Education
OcH 8-05 01: 2Spm F rom-H II ti FPE aoo 950 BSla T-404 P.OOZ/OOZ F-6D5
DS ENGINEERING JUDGMENT FIRESTOP DETAIL
PROJECT: COUNTRY JNN & SUITES
CONTRACTOR: B & B PLUMBING
F-RATING = 2-HR.
TOP VIEW SECTION A-A
..... ......
. .
..... ,;>" . . .
A 4 . ~ !I A
4 . .
... ....~.d .
l ,- - . J
'.'lS)' .- 'O. -'If1 ~ .4
d 0
. . .
. - i. ~. .0,
.." . - .' :" ~ . .....' 4'
. , ... IIJ ". . . "'.
.' 4'. -.. II 4'" o. ~o . . o .
. ." 4 .- o . .
-.
.. ..' .
., -" ..
. . ~ .0 : 4f r. 0'-
..:i . - ...
1. CONCRETE FLOOR ASSEMBLY (2-HR. FIRE-RATING) :
A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WAlL ASSEMBLY (MINIMUM 811 THICK).
B. ANY UL CLASSIFIED PRE..cAST HOLLOW CORE FLOOR ASSEMBLY (MINIMUM 8" THICK).
2. PENeTRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO.3 BELOW).
A. MAXIMUM 3" NOMINAL. DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORE).
B. MAXIMUM 3" NOMINAL D1AMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY).
3. HILT] CP 648E WRAP STRIP (NOMINAL 3116'" THICK x 1-3J4" WIDE) CONTINUOUSLY WRAPPED AROUND
THE OUTER CIRCUMfERENCE OF THE PIPE, COVERING ONCE, WITH ENDS BUTTED AND HELD IN PLACE
WITH TAPe. WRAP STRIP TO BE SUD INTO ANNULAR SPACE, FLUSH WITH BOITOM SURFACE OF FLOOR
(SEE NOTE NO.4 BELOW).
4. MINIMUM 1/411 BEAD HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT OR Hit 11 CP 601S ElASTOMERJC
FIRESTOP SEALANT APPLIED AT WRAP STRIPI CONCRETE INTERFACE.
5. MINIMUM 1/4" DEPTH HILTI FSoONE INTUMESCENT FIRESTOP SEALANT OR HILTI CP 6015 ELASTOMERlC
FIRESTOP SEALANT FLUSH WITH TOP SURFACE OF FLOOR.
NOTES: 1. MAXIMUM DIAMETER OF OPENING = 4",
2. ANNULAR SPACE · NOMINAL 1/4't,
3. CLOSED OR VENTED PIPING SYSTEM. (PVC .. SCHEDULE 40, CpVC .. SDR 13.5).
4. AS AN ALTERNATE TO HILTI CP 648E WRAP STRIP ON 3" DIAMETER PIPES ONt V, HILTI
CP 648Sl3u WRAP STRIP MAY BE USED. WRAP HIL TI CP 6488 WRAP STRJP AROUND
CIRCUMfERENCE OF PIPE AND HOLD IN PLACE WITH INTEGRATED TAPE. WRAP STRIP TO
BE SLID INTO ANNULAR SPACE, SUCH THAT 112" EXTENDS BEYOND BOTTOM SURFACE OF
FLOOR.
5. W-R.A TlNG APPUES ONLY WHEN Hit TI CP 601 S ELASTOMERIC FIRESTOP SEALANT IS USED.
THIS E.NGlNEERlNG JUDGM.ENT RePRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RAnNGS IF TESTED.
(REFERENce: UL SYSTEM NO. C.SJ-2011)
HllTI,lnc. Shaet 1of1 Drawing No,
hJD[1- ~Dt& . TUIsa.OklahomaUSA(9;8)252~O ~!7 118" ::: 1'" 57963a
D9$ignOO by _ _ ._
FIRESTOP SYSTEMS ~ -t!...~ .. L. UPS Date 0e1,18.2OO5
Saving Lives through Innovation and Education
OcH 8-05 01:2BPlll Froll-Hi I t i FPE aoo 950 6613 T-404 P 001/002 F-BOS
@l
To: Jim From: Jonathan W. Matthews,CFPS
Fax: 800-571-7190 Company; Hilti, Inc.
To: Bud Phone: 918-252-6181
Fax: 321-984-1320 Fax: 918-254-1679
Pages Including
Date: 10-18-2005 Cover Page: 2
Comments: 57963a
Because of the numerous field conditions encountered, it is not always possible to identify a
fuestop system that has been tested Iclassifie4 by a nationally recognized independent testing
laboratory (such as Underwriters Laboratories, Factory Mutua.l, Omega POID'4 etc.). In such a
case, an Engineering Judgment ("EJ"') may be appropriate. An EI represents a firestop system
that would be expected to pass the stated ratings and requirements if tested,
All HilH liT's are designed in accordance with the Intem.ational Firestop Counsel ("IFe')
guidelines. These EI's are designed by our experienced degreed .frre protection engineers using,
as the basis for our opinion:
. relevant 3m -party classified systems tested in accordance with ASTM E-84, ASTM E-
119, ASTM E-136, ASTM E-814, ASTM E-1966, ULC-SI15-M95, UL 263, UL 723,
UL 1479, ox UL 2079,
. wide-ranging related internal testing of our firestop products, and
. extensive knowledge and experience of the perfounance characteristics of Hilti
fuestop products, and firestopping technology generally.
Pursuant to !Fe guidelines, each EJ is intended for one specific jobsite, since even slight
variances from one application to the next can affect system performance.
Best regards,
~t::I~, CPf'S
J or..atban \V. l'"latthews, CFPS
Fire Protection Department
Hilti, Inc.
r:o --. .a~
12/1S/2sas e5:09 '35tj,78E!512:3 !,~A_ CORNWi~ll Pt~(~E: el
FIRESTOP SYSTEMS
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)< ~ ..<1: ~ Design No. U438 ..
(j r l -:r,,~ \2:1;r Nonbearing Watl Rating-2 HR... -.,
;3 j :>-:- ..:t ~ .
-'" <- in ~ "'" ~ .:
~ ~ , '':...5 , )!J' ~. I. (500m~ 1 0 ,
J S g ;} ::~:~::t-::~:::-::t~=:'J:::~
~ g ~ i ' '"- .... HO~Z. SECT'ON. 'iF'... .
<I U '" CEILING J
.:::h. ~ iJ:......-.'..
::? ~ vr 4 ,.;"..:.......;. . . .. J
-....J . . .. 1
~ · .. j . ~,Oil~
~ -~t ~ 0) 1. RoO". nd Ceiling Runners-"J"-shaped runner, 2-1/2 'in. wide wi
. . I V IV unequal legs of 1 in. and 2 in.. fabricated from 24 M:;G galv stef
\.J Runners positioned with short:leg-toward finished side of waU. Runne
o ~. ~~nc~~n.tofm~liL~~rtsg~~~ ~~tei.~~~cated not great
. ~ - - \ 'I ;. - FIRE RESiSTANCE RATINGS .-AiisI;UL263 (BXUV)-Continued -
I I --- "" ,. Sloe' """'-"t-lf'....... _. '-1/2 to. .... by 1-1/2 ie. d",
\. .. fabricatedJrom 25 MSG galv steel Cut to lengths 3/8 to 1/2 in. less tha
I ^ floor to ceiling height and spaced 24 .in. or 600 mm De.
W , 2A. Steel Studs-(Not shown)-"E"-shaped studs installed in place 0
~ "C-H"-shaped studs (Item 2) to secure the closure liner panels at the end
of walls. Fabricated from 25 MSG galv steel. 2-1/2 in. wide. with one lee
1 in. long and two legs 3/4 in. long. Shorte. r legs 1 in. apart to engag.,
gypsum liner panels. Cut to lengths 3/8 in. less than ftoor to ceilinl
height. Sill and lintel of opening formed with "J"-shaped runners (Iten
...... 1) secured to "E"-shaped studs with angle clips and steel screws.
- ....... 3. Wallboard, Gypsum * -1 in. thick gypsum wallboard liner panels, supplie(
I J in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. les
V' in length than ftoor to ceiling height. Vertical edges inserted ir
"W-shaped section of "CoW studs. Free edge of end panels attached tc
~ long leg of "J. "-runners with 1-5/8 in. long Type S self-drilling, self-tappin I
bugle head steel screws spaced not greater than 12 in. De.
Canadian Gypsum Company-Type sue
~ Unlted States Gypsum Co.-Type SlX.
Yeso Panamericano SA de CV-Type sue
4. Wallboard, Gypsum*-1j2 in. thick, 4 ft. or 1200. mm (for metric
...J spacing) wide wallboard applied. vertically in two layers. Inner or bas!
,,/, I I · ,. layer attached to studs with 1 in. long Type S self-drilling, setf-tappin~
\)-/ ..... bugle head steel screws spaced 24 in. DC along the edges and in the fielc
"'/\ 'of the boards. Outer or face layer attached to studs and "J"-runners witI'
\ - I II ~ 1-5/8 in. long Type S self-drilling. self-tapping bugle head steel screw,
-I- f' spaced 12 in. along the edges and in the field of the boards, staggerec
'1 ~ . . from screws in inner layer. Joints between inner and outer layer~
~. " '" staggered.
-> '" " <\' 0"" lay" j,io" "",,'" ... po", bp' "" jotot "m"",,. up""
f~ '-fO" screw heads covered with joint compound.
V V) o.J As an alternate method, inner wallboard layer applied verticaUy, outer
\;\. wallboard layer applied horizontally. Inner layer attached to studs witt-
:::: 1 in. Type S steel screws spaced 24 in. DC alon~ vJtrtical edges and Wthe
field. Outer layer attached to the studs aria- jW runners over the innel
~ - layer with 1-5/8 in. long Type S self-drilling. self tapping bugle heac
steel screws spaced 12 in. DC in the fjeld, along the vertical edges anc
to' the ftoor and ceiling runners. Outer layer secured to inner layer
wallboard with 1-1/2 in. long Type G steel screws located midway
between studs and.1 in. from the horizontal joint.
American Gypsum Co.-Type AG-C
Boral Gypsum Inc.-Type BG-e.
Canadian Gypsum Company-Type C or WRe.
Celotex Corp.-Type FRP.
Continental Gypsum Company---Types CG-C, CG5-5, CGTC-C.
G-P Gypsum Corp.-Type 5.
-- - James Han:lie Gypsum Inc.-Type Max"C".
Lafarge Gypsum, A Div. of Lafarge Corp.-Type lGFC-C.
Pabco Gypsum Co.-Types PG-C.
Republic Gypsum Co.-Type RG-C
Standerd Gypsum Corp.-Type SG-e.
\Y Temple-Inland Forest Products Corp.-Type TG-e.
~ United States Gypsum Co.-Type C or WRe.
./ Yeso Panamericano SA de CV- Type C or WRC
---.J / I .4A. Wallboard Gypsum*-.-(As an alternate to Item 4) -5/8 in. thick. 4 ft
/ ..':::=- r'! wide. Attached as described in Item 4.
,-) -;> .. '9E. [. 7 Canadian Gypsum Company-Type AR, IP.X1, SO: or WRX.
::) ...:;;... 1 / - . United States Gypsum Co.-Type AR, IP-Xl, sex or WRX.
"..----! ~ Yeso Panamericano SA de (V-Type AR, IP-Xl, sex or WRX.
I , r: 5. ~afu and Bla~kets"-(Optional)-(Not shown):-Mineral.wool or glass
! ~, fiber batts partlally Dr comple.t,:;ly filbng stud caVlty. Any mmeral wool m
I glass filler batt matenal beanffg the Ul Classification Marking as :0 Flfe
\, Resistance.
' . Bearinn H..", III rh<r,F;~,h__ u_. .
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F .:;,- ~ NOilbearin-g Wall Rating-2 HR._ -,
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'SL u is) CEILING
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1. Floor -and Ceiling Runne~-WJW-shaped runner, 2-1/2 'in. wide w
unequal legs of 1 in. and 2 in:, fabricated from 24 MSG galv ste
0 Runners positioned with short:ieg"toward finished side of wail. Runn
Q attached to structural supports with steel fasteners located not grea
than 2 in. from ends ~ notgre.at:er_ thail 24 k.. Oc.
-.J ,- . -.-.. - - --_.~.. -
P FIRE RESISTANI;:E RATINGS - ANSI/UL253 (BXUV)-Continued
~ 2. Steel Studs--C-H--shaped studs, 2-1/2 in. wide by 1,1/2 in. dee:
fabricated_ from 25 MSG galv steel Cut to lengths 3/8 to 1/2 in. less tha
Vl floor to ceiling height and spaced 24 in. or 600 mm DC.
2A. Steel Studs-(Not shown)--E"-shaped studs installed in place ,
~ wC_Hw -shaped studs (Item 2) to secure the closure liner panels at the enc
1 of walls. Fabricated from 25 MSG galv steel. 2-1/2 in. wide, with one le
I 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engas
r I gypsum liner panels. Cut to lengths 3/8 in. less than floor to' ceilin
height. Sill and lintel of opening formed wfth wy osha ped runners (Ite I
n _ _ ____]:_ ___Il-secured to--wE"-shaped- studs with - angle-dips and - steet-screws:----
- _~___ __ ._.n. -- .-..-- 3. WaUboard, Gypsum*-l in. thick gypsum wallboard liner panels; supplie
un
U in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. le5
in length than floor to ceiling height. Vertical edges inserted i
wW-shaped section of .C-H- studs. Free edge of end panels attached t
~ long leg of "J.-runners with 1-5/8 in. long' Type S self-drilling, self-tappin
bugle head steel screws spaced not greater than 12 in. DC.
Canadian Gypsum Company-Type SLX.
~ Uillted States Gypsum Co.-Type SlX.
Yeso Panamericano SA de CV-Type SLX.
4. WaUboard, Gypsum*-1/2 in. thick, 4 ft. or 1200 _ mm (for metri
spacing) wide wallboard applied. vertically in two layers. Inner or bas,
.0) u.. layer attached to studs with 1 in. long Type 5 self-drilling, setf-tappin!
bugle head steel screws spaced 24 in. DC along the edges and in the fiel,
\""I ( ~ of the boards. Outer or face layer attached to studs and "Jw-runners witl
1-5/8 in. long Type 5 self-drilling, self-tapping bugle head steel screw
~ ~ spaced 12 in. along the edges and in the field of the boards, staggere(
from screws in inner layer. Joints between inner and outer layer
=> ~ ~~ '" staggered.
.J Outer layer joints covered with paper tape and joint compound. Exposec
0- ~ '-- ~ screw heads covered with joint compound.
VJ C>J As an alternate method, inner waUboard layer apptied vertically, oute
t;\. wallboard layer applied horizontally. Inner layer attached to studs witl
, :::: 1 in. Type 5 steel screws spaced 24 in. DC alon,:! vJ~,rtical edges and ih"thc
\
~ field. Outer layer attached to the studs aria- JW runners over the inne
- layer with 1-5/8 in. long Type 5 self-drilling, self tapping bugle fleac
steel screws spaced 12 in. DC in the field, along the vertical edges anc
; tci the floor and ceiling runners. Outer layer secured to inner laye'
wallboard with 1-1/2 in. long Type G steel screws located midway
between studs and.1 in. from the horizontal joint.
American Gypsum Co.-Type AG-C.
Boral Gypsum Inc.-Type BG-C.
Canadian Gypsum Company-Type C or WRC.
Celotex Corp.-Type FRP.
Continental Gypsum Company-Types CG-C, CG5-5, CGTe-c.
- G-P Gypsum Corp.-Type 5.
James-Hardie Gypsum Inc.-Type Max"C".
lafarge Gypsum, A Oiv. of lafarge Corp.-Type LGFC-C.
Pabco Gypsum Co.-Types PG-c.
Republic Gypsum Co.-Type RG-C.
- \ Standard Gypsum Corp.-Type 5G-C.
Temple-Inland Forest Products Corp.-Type TG-C.
~ United States Gypsum Co.-Type C or WRC.
./ - Yeso Panamericano SA. de CV- Type C or WRC.
~/ ~~[.J - 4A. Watlboard Gypsum*.,--(As an alternate to Item 4) -5/8 in. thick, 4 ft
wide. Attached as described in Item 4.
~5 A " . / Canadian Gypsum Company-Type AR, IP-Xl, sex or WRX.
::..J;;> , - United States Gypsum Co.-Type AR. IP-Xl, sex or WRX.
i~ Yeso Panamericano SA de CV-Type AR, IP-X1, sex or WRX.
5. Batts and Blankets'"-(Optional)-(Not shown)-Mineral wool or glass
{ , fiber batts partially or comPlei,ly filling stud cavity. Any mineral woc:or
\ ., I glass fi~r batt material beari 9 the UL Classification Marking as to Fne
Resistance.
, .Qo.~,.";~..... .L_ ,.. ,... -~
r
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r
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r..."...... Duct (1)
"~ ~
C1) ~
. .
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~ .p ~
0 0
U U
-_.
A A
--~,...._~~--~."-~-~_..,.~,----...~-'-----~----~,.__.--~=,.,~~-~,--"._---------=~-"-.,~"<-~--~
B
--~-----~~---~_"".---,..~_'_h"~__..~..-.,~_~.~__~--'~_.~ ~_._~'-""-_._._~"'"""'-_.____'""""~,~~__.,_A'
D A'
""-~'~-~"~~_._~---~----"------.,,~-~.""'"'_.~-~.~---~._-""'..,.,"---~."" _.
A: 1 fl coreboard wrrin,g, 4" wide, floor to ceiling. I
B: 1 n core board. I
~. I!"'/nu J . , .f'TU,rl' .11 (
III . '"'\ I X" T'.fn~ . X" l".U'OdQ II (
'!I,./ · ..,I j' U "J pv ...( '- 1..U. J V" ".lU... I
. . I
E D: Air space.
0 I
.~- (
LL (
E: Metal track.
2004 FIRE RESISTANCE DIRECTORY
820 FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV)
GEORGIA-PACIFIC CORP-Type 5.
LAFARGE NORTH AMERICA INC-Type LGFC-C, LGFC-
CIA.
NATIONAL GYPSUM CO -Types FSK-C, FSW-C, FSMR-C.
PABCO GYPSUM, DIV OF ~:~.:
PACIFIC COAST BUILDING PRODUCTS INC-Type PG-c. .::.~:
STANDARD GYPSUM L LC -Type SG-c. ~~~j
TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C.
UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR. HORZ. SECTION
For 2 Hr Rating - Two layers of 1/2 in. thick, 4 ft wide wallboard CEILING
with square or tapered edges. The inner layers to be applied in the ~
;r;
.............
same manner as the 3 hr rating. The outer layer may be applied verti- 4.
cally or horizontally and in the same manner as the outer layer for the c. '0': I
,
3 hr rating. Board joints to be staggered 24 in. from the joints in the '" " 3
adjacent layer and on opposite side of studs. 1. Floor and Ceiling Runners - ''1'' -shaped runner, 2-1/2 in.
BPB AMERICA INC-Type FRPC, ProRoc Type C.
BPB CANADA INC - ProRoc Type C. unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv
CANADIAN GYPSUM COMPANY -Types C, IP-X2, IPC-AR. ners positioned with short leg toward finished side of wall.
G-P GYPSUM CORP, SUB OF attached to structural supports with steel fasteners located not
GEORGIA-PACIFIC CORP-Type 5. than 2 in. from ends and not greater than 24 in. Oc.
LAFARGE NORTH AMERICA INC -Types LGFC-C, LGFC- 2. Steel Studs- "C-H" -shaped studs, 2-1/2 in. wide by 1-1/2 in.
CIA. '. fabricated from 25 MSG galv steel. Cut to lengths 3/8 to 1/2 in.
NATIONAL GYPSUM CO -Types FSK-C, FSW~C than floor to ceiling height and spaced 24 in. or 600 mm Oc.
UNITED STATES GYP$UM CO -Types C, IP-X2, IPC-AR. 2A. Steel Studs ~ (Not shown)-"E" -shaped studs installed in
USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR. H" -shaped studs (Item 2) to secure the closure liner
As an alternate for the 2 hr rating, two layers of any Classified 5/8 in. of walls. Fabricated from 25 MSG galv steel, 2-1/2 in. wide, with
thick wallboard with beveled, square or tapered edges. The inner layer leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart
to be applie~ in the, same manner as for the 1 ,hr rating. en~e gypsum liner lanels. Cut to lengths 3/8 in. less than
ce" g height. Sill an lintel of opening formed with "1"
TIle outer layer to be fastened to the studs (through the inner l'lY~) 11~I"s(IteII11)secur~d to "E" -shaped studs with angle clips
using 1-5/8 in. long, Type S,self-drilling, self-tapping, wallboard screws.
screws spaced 8 in. OC at the joints located 3/8 in. from the edges and 3. Gypsum Board*.,-- 1 in. thick flcpsum wallbo'lrd liner knels,
12 in. OC in the field. Fasteners to be sp'lced 8 in. OC at the runners. plied in nom 24 in. or 600 mm or metric spacing) widt .
Joints to be staggered 24 in. from the inner layer. See Gypsum Board in. less in length than floor to ceiling height. Vertical edges
(CKNX) Category for names of manufacturers. "H" -shaped section of "C-H" studs. Free edge of
to long leg of'T' -runners with 1-5/8 in. long Type S
For 1 Hr rating - One layer of any Classified 5/8 in. thick wallboard space not greater than 12 in. OC.
with beveled, square or tapered edges. Applied vertically with joint CANADIAN GYPSUM COMPANY -Type SLX.
centered over studs. Fastened to studs with 1 in. long, Type S, self- UNITED STATES GYPSUM CO ----Type SLX.
tapping, self-drilling, wallboard screws spaced ,8 in. OCat the joints USG MEXICO S A DE C V -Type SLX.
located 3/8 in. from the edges at 12 in. OC in the field. Fasteners to be 4. Gypsum Board* - 1/2 in. thick, 4 ft. or 1200 mm (for metric
spaced 8 in. OC at the runners. See Gypsum Board (CKNX) Category wide wallboard applied vertically in two layers. Inner or
for names of manufacturers. No horizontal joints to be used, attached to studs with 1 in. long TY/he S steel screws spaced
along the edges and in the field of e boards. Outer or face
6. Batts And Blankets* - (Optional) - Any glass fiber or mineral wool attached to studs and T' -runners with 1-5/8 in. long
batt or blanket materi'll bearing the UL Classification Marking as to screws spaced 12 in. along the edges and in the field
Fire Resistance. TIle glass fiber or mineral wool batt or blanket material staggered from screws in inner layer. Joints between inner
may not be placed on only one side of the structural steel members. layers staggered.
S~e Batts and Blankets (BZJZ) Category for n'lmes of Classified Compa- Outer layer joints covered with paper tape and joint
roes. screw heads covered with joint comEound.
6A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 6) - As an alternate method, inner wall oard layer applied
Spray applied cellulose insulation material. The fiber is applied with wallboard layer applied horizontally. Inner layer attached
water to completely fill the enclosed cavity in accordance with the in. Type S steel screws sp'lced 24 in. OC along vertical
application instructions supplied with the product. Nominal dry den- field. Outer l;;er attached to the studs and ''1'' runners
sity of 3.0 lb/W. layer with 1-5 8 in. long Type S steel screws spaced 12 in.
U S GREENFIBER L L C - Cocoon stabilized cellulose insula" along the vertical edges and to the floor and ceiling
tion. secured to inner layer vlallboard with 1~1!2 in.
6B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 68) located midway between studs and 1 in. from the
AMERICAN GYPSVM CO -Types AG-C, AGX-C . .
and Item 6A - Spray applied cellulose insulation material. The fibel'is BPB AMERICA INC -Type FRPC, ProRoc Type C.
applied with water to interior surfaces in accordance with the applica- BPB CANADA INC - ProRoc Type C. " ,,'
tion instructions supplied with the product. Applied to completely fill CANADIAN GYPSUM COMPANY -Type C or WRC.
the enclosed cavity. Minimum dry density of 4.3 pOlli'1ds per cubic ft. G-P GYPSUM CORP, SUB OF
NU~WOOL CO INC ____ Cellulose Insulation GEORGIA-PACIFIC CORP -Type 5.
7. Joint Tape And Compound -Vinyl or casein, dry or premixed joint LAFARGE NORTH AMERICAINC -Types
compound applied in two coats to joints and screw heads. Paper tape, CIA.
2 in. wide, embedded in first layer of compound over all joints. NATIONAL GYPSUM CO -Types FSK-c, FSW-C,
8. Alternate Ceiling Detail - Steel Angle - Angle shaped ru_n.ners, fab- PABCO GYPSUM, DIV OF
ricated from No. 25 MSG galv steel. Attached to ceiling with fasteners PACIFIC COAST BUILDING PRODUCTS INC
spaced 24 in. Oc. Each layer of wallboard to be fastened to the steel STANDARD GYPSUM L L C-Type SG-c.
angle with Type S, self-tapping steel screws spaced 24 in. Oc. TEMPLE-INLAND FOREST PRODUCTS CORP
*Bearing the 1..JL Classification Mark UNITED STATES GYPSUM CO -Type C or 'i^lRc.
USG MEXICO S A DE C V -Type Cor WRC.
I 4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in.
'wide. Attached as described in Item 4.
I CANADIAN" GYPSIJ1vI CO:r-,1P.A..NY -Type ARj
sex or \^/1'v'(.
UNITED STATES GYPSUM CO -Type AR, FIOC-G,
IP-XI, SCX or WRX. . -
USG MEXICO S A DE C V -Type AR, IP-AR, IP-X1,
WRX.
LOOK FOR THE UL MARK ON PRODUCT
FIRE RESISTANCE RATINGS - ANSI/UL 263 (SXUV) FIRE RESISTANCE RATINGS - ANSI/UL 263 (SXUV) 821
----
. Batts and Blankets* - (Optional) - (Not shown) - Mineral wool or 5. Fire Resistant Glazing Materials* - Nominal 1.93 in. (49 rnrn) or 1.57
). glass fiber batts partially or completely filling stud cavity. Any mineral in, (40 rnrn) thick panels, supplied in various sizes. Max size not to
wool or glass fiber batt material bearing the UL Classification Marking exceed 28 if with max dimension of 7 ft. Total aggregate area not to
as to Fire Resistance. exceed 72 ft2 /100 fe of wall area. Installed in accordance with direc-
t. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - tions below with no less than 8 in, separation between adjacent glazing
Spray applied cellulose insulation material. The fiber is applied with materials, Not for exterior exposures.
water to completely fill the enclosed cavity in accordance with the VETROTECH SAINT-GOBAIN
application mstructions supplied with the product. Nominal dry den- (INTERNATIONAL) AG -Types 60-18/18, 60-28.
sity of 3.0 Ib/ft3. 6, Glazing Member (Ceramic Fiber Tape) - Nom 1/8 in. thick fiber
U ~ GREENFIBER L L C - Cocoon stabilized cellulose insula- tape, supplied in rolls, with a self-adhering backing. Nom density of
tIon. 12.5 lb / ft' . Applied to legs of glazing stops in contact with the glazing
. Fiber, Sprayed* - ,As an altern~te to B,atts and ~lankets \Ite~ 5) and material. Face of leg to be entirely covered with tape.
Item.5A - ~pray applie,d ce~lulose msul~hon matenal. The fiber IS . 7. Glazing Member (Fixed Glazing Stops) _ Steel angles 1.57 in. (40
appl:ed Wlt~ water to ;nten~r surfaces m accordance wIth the apph~a- rnrn) by 3.31 in. (84 mm), to be used with Type 60-18/18 glazing mate-
tion mstructlOns suppl,le? wIth the pro~uct. Applied to complete~y fill rial, and 1.57 by 2.95 in. (40 by 75 rnrn), t6 be used with Ty e 60-28
the enclosed cavIty. Mmrmum dry densIty of 4..3 pounds per cubIc ft. glazing material. Fabricated from No. 20 MSG galv steel. ;Ke angles are
. NU-WOOL <;<? II;JC __ Cellulose InsulatIon provided with a 45 deg mitre at each end, Fastened to steel studs and
iearmg the UL ClasSIficatIon Mark hd'tizontal framing, through wide leg of angle and wallboard, with 2 in.
. long Phillips bugle-head self-drilling/tapping steel screws spaced 12 in.
DesIgn No. U439 O.c. Before installation, legs in contact with glazing material are to be
Nonbearing Wall Rating --..,.1 HR. prepared as described under Item 6 above.
8. Glazing Member (Setting Blocks) - Gypsum wallboard shims, nom
~ 2 ~ 1-1/2 in. long, 3/16 in. thick. The length is determined by width of
glazing material, which should be identical. Min. two blocks placed,
..... -.......~......'.... 5 __ '/ / '" ~itlh. out attachment, on sill only prior to placement of the glazing mate-
//"' nas.
- ~ 9. Glazing Member (Insulative Packing) - Mineral wool batts, nom 6.0
, . ,," lb per cu ft. Stuffed to tightly fill all gaps between the glazing stops
. % and glazing materials, about entire perimeter of glazing material.
VERTICAL SECTION 10. Glazing Member (Variable Glazing Stop) _ Steel angles, 1.57 in. (40
rnrn) by 1.18 in. (30 mm), fabricated from No. 20 MSG galv steel. The
~ ~. angles are provided with a 45 deg mitre at each end. Placed adjacent to
... . ':;""...'. glazing material and fastened to studs and horizontal framing, simulta-
neously with insulation blocks (Item 11), with 3 in. long Phillips bugle-
i- head self-drilling/tapping steel screws spaced 12 in. O.c.
~ '''','CC;'; 11. Glazing Member (I~sulat.ion Blocks) - . Calcium silica.te boards, cut
I I HORIZONTAL SECTION into 1-1/2 by 1~1/8 m. stnps: Length vanes. No~ de.nslty is 40 lb per
cu ft. Placed adjacent to glazmg stops on 1- 1/8 m. SIde. Fastened to
studs and horizontal framing with 3 in. long Phillips bugle-head self-
drilling/ tapping steel screws 12 in. O.c.
12. Glazing Member (Sealant) - Silicone rubber sealant, cartridge type. A
1/4 in. bead applied at all glazing material/insulation block joints.
13. Joint Tape And Compound (Not Shown) - Dry or premixed joint
compound, applied in two coats over joints and screw heads. Perfo-
rated paper tape, 2 in. wide, embedded in first layer of compound over
joints.
*Bearing the UL Classification Mark
Design No. U440
Bearing Wall Rating -1 HR.
loor And Ceiling Runners - Channel-shaped runners, 4 in. wide by
.J! 4 in. deep, fabricated from No. 20 MSG galv steel. Attached to
)or and ceiling with fasteners spaced 24 in. O.c.
leel Studs (Vertical Framing) - Channel-shaped, 4 in. wide by 1-1/4
., deep with 5/16 in. folded back return flanges, fabricated from No.
) MSG galv steel. Stllds secured to ftu'""'ui.ers \flith 1/2 in. long, Phillips
mhead, self-drilling/tapping steel screws through each leg of stud.
uds spaced 24 in. O.c. Short studs or "cripples" are used to support
e horizontal framing. These are also spaced 24 in. O.c. with addi-
mal cripples employed at the ends of the horizontal framing, back to
ck with t~e fullleng~ steel stud: ~hese end cripples are .se.cured to 1. Fl?or Ceili~g Runners --:- Channel-shaped, min. 3-1/2 ~'~;::r~de wi.th
e studs WIth two 1/2 m. long Phillips, bugle-head self-drllling/ mm. 1-1/4 m. legs, fabrIcated from mm No. 20 MSG (O.VJ"" m., mm
)ping steel screws, spaced 2 In. O.c. vertically. bare metal thickness) steel or min No. 20 MSG (0.038 in. thick) coated
eel Runners (Horizontal Framing) - Channel-shaped, 4 in. wide by steel. Attached to floor and ceiling with steel fasteners spaced not
[/4 irl. deep, fabricated from No. 20 MSG galv steel. Secured to verti- greater than 24 in. O.C
! framing (cripples) with 1/2 in. long, Phillips panhead, self-drilling/ 2. Steel Studs - Corrosion protected steel studs, min. 3 1/2 in. wide,
Jping steel screws through each leg of runner. Inin No. 20 MSG (0.0329.in., min bare metal thickness) steel or min.
'psum Board* - Two layers min, 1/2 in. thick min, or single layer No. 20 MSG (0.033 in. thick) coated steel. Studs shall be designed in
8 in. thick, min., 4 ft wide. Inner layer or single layer attached to accordance with the current edition of the Specification for the Design
lds and runners with 1 in. long, Phillips bugle-head self-drilling/ of Cold-Formed Steel Structural Members by the American Iron and
'piilg steel screws, 12 in. O.c. vertically and horizontally. Additional Steel Institute. All design details enhancing the structural integrity of I
ews located 3/8 in. from wallboard edges. Outer layer attached to the wall assembly, including the axial design load of the studs, shall be
ds and runners with 1-5/8 in. long, Phillips bugle-head, self- I as specified by the steel stud designer and/or producer and shall meet
lling/ tapping steel screws, 12 in. O.C vertically and horizontally. the requirements of all applicable local code agencies. The max stud
ditional scre,vs located 3/8 in. from wa.~board edges. Joints of outer I spacing sha!l not ~xceed 24 in. S.C~ Studs attached to floor and ceiling
er staggered from those of IImer layer 6 m. I nurners WIth 1/2 m. long Type ;:o-lL steel screws on both SIdes of studs.
, Gypsum Board (CKNX) category for compa.nies which produce 3. Lateral Support Members - (Not Shown) - Where required for lat-
ssified wallboard. eral support of studs, support may be provided by means of steel
LOOK FOR THE UL MARK ON PRODUCT
...... . "~,I,
"._--~
-J HDRZ, SECTION
CEILiNG
""
~.
----'
from
toward finisheD side of
steet fasteners- located Dot grea
not greater than irL Oc.
-
~ -.__~:J 2. Steel
in
(Ite
"" ?
V'\ -'.
"
-
"-
'^{
~"\
N
~
\'( 4. mrn (for met!
Inner or ba
seif-tappi'
head steel screws spaced 24 edues and in the fie
attached to studs and "J'"'-runners
self-tapping bugle head steel sere'
the edges the field of the boards,
inner !.ilyer. JOlrrLS between inner and outer
-~
As an applied vertically, out
attached to studs wi
'. edaes a nd nit
f'\,} runners over the in;
self tapping he
the vertical a
joint.
C or WRC
CG-C, CG5-5,
lGFC-l.
TG-L
-"" j thick ,:
./ /-, I
J /4.. m 1.~ --
/-;-, J ?</lfJ r V
v' ~
--""~- I
.- 5,
.
G2.s5ificatiOiD Ma;rkinn
2004 FIRE RESISTANCE DIRECTORY
828 FIRE RESISTANCE RATINGS - ANSI/UL 263 (SXUV) FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) FIRE RE!
tical sealant applied around the partition perimeter for sound control. steel. Max stud spacing 24 in. OC Studs to be cut 1 in. less th Ceilir
UNITED STATES GYPSUM CO -Type AS. bly height. in. wideb
*Bearing the UL Classification Mark 2. Floor and Ceiling Runners (Not Shown) - Channel-shaped ,Attached t
3-5/8 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG . 'llg ChannE
Design No. U452 steel. Attached to floor and ceiling with fasteners, 24 in. OC rngd vertlcall'
Nonbearing Wall Rating -1-1/2 HR. 3. Resilient Channel- 25 MSG galv steel resilient channels ;p 'g stud Wil
tically max 24 in. OC, flange portion attached to each intersec~ ". and Blanl
With 1/2 m. long type S-12 pan head steel screws. :of wallbo;
3A. Ste~1 Framing Members (Not ~hown)* - As an alternate to It ;y.rith.min S
furrmg channels and Steel Frammg Members as described below ' Dnve on
'-~ a. F.urring Cha!1nels - Formed of No; 25 MSG galv steel. 2:
- --... ---:--........'-. -~- Wide by 7/8 m. deep, spaced 24 in. OC perpendicular to s
) . Channels secured to studs as described in Item b. Endsofa
ing channels are overlapped 6 in. a.l1d tied together with do
~. _....-___;7 _- - strand of No. 18 SWG falv steel wire near each end of OVer
As an alternate, ends 0 adjoining channels may be overlap
in: and sec.ured together wi~ tv:'o self-tapping #6 framing s,
mm. 7/16 m. long at the Illidpomt of the overlap, with one
on each flange of the channel.
b. Steel Framing Members* - Used to attach furring channe
1. Studs - Channel-shaped, 3-1/2 in: wide by H/4 in. deep with 5/16 (Item a) to studs (Item 1). Clips spaced 48 in. OC, and see
studs with 1-5/8 in. wafer or hex head Type S steel Screw
in. folded back return flange legs. Fabricated from No. 20 MSG galv thrOUth the center grommet. Furring channels are friction fi
steel. Max stud spacing 24 in. OC Studs to be cut 1 in. less than assem- into c . ps.
bly height. PAC INTERNATIONAL INC- Type RSIC-1.
2. Floor and Ceiling Runners (Not Shown) - Channel-shaped runners, 4. Batts and Blankets - Placed to fill interior of stud cavity, 3 in.
3-1/2 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG galv thickness.
steel. Attached to floor and ceiling with fasteners, 24 in. OC, max. THERMAFIBER L L C -Type SAFE. .
3. Furring Channel - Resilient 25 MSG galv steel furring channels 5. Gypsum Board - 1/2 in. thick, 4 ft wide. Attached to resilient or
spaced vertically max 24 in. OC, flange portion attached to each inter- ring channels, base layer with 1 in. Type S steel screws spaced 24 .
secting stud with 1/2 in. long type S-12 pan head steel screws. OC., face layer with 1-5/8 in. Type S screws spaced 12 in. OC. Wall
4. Batts and Blankets - Placed in stud cavity, 3 in. min thickness. board on direct attached side attached with 1 in. ~1fve S-12 steel sa
THERMAFIBER L L C -Type SAFB. spaced 12 in. OC Wallboard joints oriented vertical y, located over
5. Gypsum Board - 1/2 in. thick, 4 ft wide. Screw attached one side to studs and offset between layers.
furring channels with 1 in. long, tYEe S steel screws Jaced 12 in. OC AMERICAN GYPSUM CO-Types AG-C, AGX-C.
Wallboard on direct attached side, ase layer attache 1 in. long type BPB AMERICA INC - ProRoc Type C
S-12 steel screws spaced 24 in. OC, face layer attached 1-5/8 in. long BPB CANADA INC - ProRoc Type C
type S-12 screws spaced 12 in. OC Wallboard joints oriented vertically, CANADIAN GYPSUM COMPANY -Types C, IP-X2,IPC-
located over studs and offset between layers. WRC
AMERICAN GYPSUM CO -Types AG-e AGX-C . G-P GYPSUM CORp' SUB OF
BPB AMERICA INC - ProRoc Type C GEORGIA-PACIFIC CORP-Type 5.
BPB CANADA INC - ProRoc Type C LAFARGE NORTH AMERICA INC -Type LGFC-c, LGFC'
CANADIAN GYPSUM COMPANY -Type C, IP-X2, IPC-AR or CIA.
WRC NATIONAL GYPSUM CO-Types FSK-C, FSW-C,
G-P GYPSUM CORp, SUB OF PABCO GYPSUM, DIV OF
GEORGIA-PACIFIC CORP-Type 5. PACIFIC COAST BUILDING PRODUCTS INC -Type PG.c.
LAFARGE NORTH AMERICA INC-Type LGFC-e LGFC- STANDARD GYPSUM L L C -Type SG-C
CIA. TEMPLE-INLAND FOREST PRODUCTS
NATIONAL GYPSUM CO-Types FSK-C, FSW-C, FSMR-C UNITED STATES GYPSUM CO -Types C, IP-X2,
PABCO GYPSUM, DIV OF WRC
PACIFIC COAST BUILDING PRODUCTS INC -Type PG-C USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR, WRC.
STANDARD GYPSUM L L C -Type SG-C 6. Joint Tape and Compound - Vinyl, dry or premixed joint
TEMPLE-INLAND FOREST PRODUCTS CORP -Type TG-C applied to joints and screw heads; paper tape, 2 in. wide,
UNITED STATES GYPSUM CO-Type C, IP-X2, IPC-AR, WR2. first layer of compound over all joints. As an alternate, nom
USG MEXICO S A DE C V -Types elP-X2, IPC-AR, WRC thick gypsum veneer ~Iaster may be apfolied to the entire
6. Joint Tape and Compound - Vinyl, dry or premixed joint corr:fcound, Classified veneer base oard. Joints rein arced.
applied to joints and screw heads; paper tape, 2 in. wide, embe ded in 7. Caulking and Sealants* - (Optional, not shown) _ A
first layer of compound over all joints. As an alternate, nom 3/32 in. tical sealant applied around the partition perimeter for sound
thick gypsum veneer blaster may be~liedto the entire surface of UNITED STATES GYPSUM CO -Type AS.
Classified veneer base oard. Taints rei arced. *BearL."1g t.~e UL ClassiJication IvIark
7. Caulking and Sealants* - (Optional, not shown) - A bead of acous-
tical sealant applied around the partition perimeter for sound control. Design No. U454
UNITED STATES GYPSUM CO -Type AS. Nonbearing Wall Rating - 2 HR.
*Bearing the UL Classification Mark
Design No. U453 ~ ~ 24" O.C. MAX.
...~..... ,
Nonbearing Wall Rating - 2 HR. I
~ ~, .~
' ~ ) )l ),
- ~--"'"--=-:;,.- - - - ->....--~--..........
~,- ____ oJ _~-= - - I " ~ ~ .~-"
HOR!ZO~.JTAL SECTiON
1. Studs- Channel-shaped 2-1/2 in, wide by 1-1/4 in. deep With;{J6
1. Studs- Channel-shaped, 3-1/2 in. wide by 1-1/4 in. deep with 5/16 in. folded back return flange legs. Fabricated from No. 25 MSG g sseJll'
steel. Max stud spacing 24 in. OC. Studs to be cut 1 in. less thana,..;,,;..
in. folded back return flange legs. Fabricated from No. 20 MSG galv bly height. ----~'f1JJ~?r
.s--4,
LOOK FOR THE UL MARK ON PRODUCT
2004 FIRE RESISTANCE DIRECTORY
FIRE RESISTANCE RATINGS - ANSI/Ul263 (BXUV) FIRE RESISTANCE RATINGS - ANSI/Ul263 (BXUV) 827
----
dry powder grout mixture to one part latex admixture, by volume, to *Bearing the UL Classification Mark
fill ceramic tile joints.
*Bearing the UL Classification Mark Design No. U451
Design No. U450 Nonbearing Wall Rating - 1 HR.
-c. r
:-c. Nonbearing Wall Rating - 3 or 4 HR.
(See Item 4)
und, j.-'-'~.~f: ~~:~.~ ~
....
ide, v ;z9Y .,. 0( C
- -
:e, '"7~ --, ~-'~'--
.., I
le .A.:;>: . $ '. l I
'.0.', ..... ~
SECTION
3
:~ :<1; :.q' 3 4 ~'~.~~.
"".,. ;Jf$f:?J{--<ID ~ , ~';'~ 1. Studs - Channel-shaped, 2-1/2 in. wide by 1-1/4 in. deep with 5/16
r.. ~ ~, . I. ~.:z
0- - . . in. folded back return flange legs. Fabricated from No. 25 MSG galv
0', . :.,:",~- ~'.~
~: 'Ii ;o,~, steel. Max stud spacing 24 in. Oc. Studs to be cut 1 in. less than assem-
.~., ~~:~""'D: 4 :;<1'~~.~ bly height.
, VERTICAL SECTION 2. Floor and Ceiling Runners (Not Shown) - Channel-shaped runners,
, 1. Floor and Ceiling Runners - Channel shaped 1/2 in. deep by 3-5/8 2-1/2 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG galv
in. wide, No. 25 gauge painted or galvanized steel. Secured with 3/4 steel. Attached to floor and ceiling with fasteners, 24 in. OC max.
1.'." 3. Resilient Channel- 25 MSG galv steel resilient channels spaced ver-
0 in. long concrete fasteners spaced 18 in. Oc. tically max 24 in. OC flange portion attached to each intersecting stud
2. Metal Studs- Channel shaped, 3-5/8 in. wide with 1-1/4 in. legs, with 1/2 in. long Type S-12 pan head steel screws. .
with 1/4 in. folded back return flange legs, No. 25MSG min. galva- 3A. Steel Framing Members (Not Shown)* - As an alternate to Item 3,
nized steel, spaced not more than 16 in. Oc. Stud length 3/8 in. less furring channels and Steel Framing Members as described below:
than assembly height. a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in.
! For 3 h Rating - No. 25 MSG galvanized steel, min. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs.
For 4 h Rating - No. 18 MSG galvanized steel, min. Channels secured to studs as described in Item b. Ends of adjoin-
3. Metal Mesh - (Used with Item 5) - Diamond mesh, expanded steel, ing channels are overlapped 6 in. and tied together with double
3.41bs/sq yd, 27 by 96 in. sheets tied to iron bands (Item 7) and at laps strand of No. 18 SWG galv steel wire near each end of overlap.
with No. 18 SWG wire iBaced 6 in. Oc. As an alternate to the diamond As an alternate, ends of adjoining channels may be overlapped 6
mesh and iron bands, 3 8 in. rib, 3.4 lbslsq yd expanded metal lath. in. and secured together with two self-tapping #6 framing screws,
ide Fastened to studs (ribbed side against studs) with No. 18 SW.G wire min. 7/16 in. long at the midpoint of the overlap, with one screw
spaced 6 in. Oc. Fastened to runners with 1/2 in. long self-drilling, on each flange of the chmmel.
self-tapping steel screws spaced 6 in. Oc. Laps 6 in. min and tied with b. Steel Framing Members* - used to attach furring channels
6 No. 18 AWG wire spaced 6 in. OC min. The metal lath may be pro- (Item a) to studs (Item 1). Clips spaced 48 in. Oc., and secured to
vided with a kaper backing. When provided with the paper backing, studs with 1-5/8 in. wafer ()r hex head Type S steel screw
,- the paper bac ed side of the lath shall face the metal studs. through the center grommet. Furring channels are friction fitted
~ss 4. Gypsum Board* - Any Classified 5/8 in. thick wallboard with bev- into clips.
eled, square or t~ered edges. For 3 Hr rating - Two layers of wall- PAC INTERNATIONAL INC - Type RSIC-1.
board on each si e. The inner layer to be applied vertically with joints 4. Batts and Blankets - Placed in Shld cavity, 1-1/2 in. min thickness.
he centered over studs. Fastened to studs with 1 in. long, Type S, self- THERMAFIBER L L C -Type SAFB.
tapping, self-drilling, wallboard screws spaced 8 in. OC at the joints 5. Gypsum Board- 1/2 or 5/8 in. thick, 4 ft wide. Screw attached one
n. located 3/8 in. from the edges and 12 in. OC in the field. The outer side to resilient or furring channels with 1 in. long, Type S steel screws
layer als() applied vertically to be fastened to the studs (through the spaced 12 in. Oc. Wallboard on direct attached side secured to studs
inner layer) using 1-5/8 in. long, Type S, self-drilling, self-tapping, with 1 in. long Type S-12 steel screws spaced 12 in. Wallboard joints
wallboard screws spaced 8 in. OC at the joints located 3/8 in. from the oriented vertically, located over studs and offset between layers.
edges and 12 in. OC inthe field. Fasteners to be spaced 8 in. OC at the AMERICAN GYPSUM CO -,Typ~ AG,C, AGH . I
rUlfIlers.}oints to be staggered from the inner l~er. BPS AMERICA INC - 1/2 in, m 5/8 ;n PmRm TypeC
For 4 Hr rating - (Not Shown)- Three layers 0 wallboard on each side. BPB CANADA INC - 1/2 in. or 5/8 in. ProRoc Type C.
Two inner layers to be applied in the same manner as the 3 h1' rating. The CANADIAN GYPSUM COMPANY -1/2 in. Type C, IP-X2,
outer layer may be applied vertically or horizontally and fastened to each IPC-AR or WRC, 5/8 in. Type AR, IP-AR or SCX.
stud through the two previous layers with 2-1/4 in. long, Type S, G-P GYPSUM CORP, SUB OF
self-drilling, self-tapping steel screws spaced 3/8 in. from the edges, 8 in. GEORGIA-PACIFIC CORP-Types 5, C DAP, DA
OC in the field. Joints in each wallboard layer to be st'd;gered from the LAFARGE NORTH AMERICA INC -Type LGFC-C, LGFC-
joints in the adjacent layer and on opposite sides of stu s. CIA.
See Gypsum Board (CKNX) Category for names of manufacturers. NATIONAL GYPSUM CO -Types FSK-C, FSW-C, FSMR-C.
5. Portland Cement Plaster- (Not Shown) - May be used in lieu of the l!l PABCO GYPSUM, DIV OF
layers of wallboard (Item 4) on metal lath side, 3/4 in. thick, applied in PACIFIC COAST BUILDING PRODUCTS INC-Type Cor
scratCh coat consisting of 100 lb cement to 50 lb lime to 5-1/2 cu ft of PG-c.
sand and bro""vn coat consistii'1g of 100 IbcelTLent to 50 Ib linle to 6 ell ft STANDARD GYPSUM L L C -Type SG-c.
of sand. TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C.
6. Spray-Applied Fire Resistive Materials* - Sprayed in stud cavities to UNITED STATES GYPSUM CO -1/2 in. Type C IP-X2, IPC-AR
completely fill interior of walls. J\l1n avg and min ind densities of 13 or \fIRC, 5/8 in. Type AR, IP-AR or SCX.
and 11 pef, respectively for Types D-C/F md II . Min avg md min ind USG MEXICO S A DE C V -1/2 in. Type C, IP-X2, IPC-AR or
densities of 22 md 19'pef, respectively, for Type HP. For method of WRe; 5/8 in~ Type AR, IP-AR or sex.
density det~rmination, refer to Design Information Section. SA. Gypsum Board* - (As an alternate to Item 5) - Nom 3/4 in. thick, 4
ISOLATEK INTERNATIONAL -Types D-C/E II or HP . Type ft wide, installed as described in Item 5 with screw length increased to
EBS or Type X adhesivelsealer is optional. 1-1/4 in. .
7. Joint Tape and Compound - (Used with Item 4; Not Shown) - Vinyl CANADIAN GYPSUM COMPANY - Types AR, IP-AR.
or casein, dry or premixed joint compound applied in two coats to UNITED STATES GYPSUM CO -Types AR, IP-AR.
joints and screw heads. Paper tape, 2 in. wide, embedded in first layer I USG MEXICO S A DE C V -Types AR, IP-AR.
of compound over all joints. 6. Joint Tape and Compound - VinyL dry or premixed joint COIIlpOlh71d,
8. Building Paper - (Not Shown-Optional) - May be used on the exte- I applied to joints and screw heads; paper tape, 2 in. wide, embedded in
rior face of the wall assembly, between the metal studs and the metal first layer of compound over all joints. As an alternate, nom 3/32 in.
mesh or lath, as a backing for the application of the plaster (Item 5). thick gypsum veneer plaster may be applied to the entire surface of
The building paper may be a single-ply asphalt saturated sheathing, Classified veneer baseboard. Joints reinforced.
woven polyolefin sheathing or similar vapor barrier materials. 7. Caulking and Sealants* - (Optional, not shown) - A bead of acous-
lr1LlLl ',Be.- ~ I
lOOK FOR THE Ul MARK ON PRODUCT [!'1;Y, $J'VY'r,..C>
-
-
2004 FIRE RESISTANCE DIRECTORY
820 FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV)
GEORGIA-PACIFIC CORP-Type 5.
LAFARGE NORTH AMERICA INC-Type LGFC-C, LGFC-
CIA.
NATIONAL GYPSUM CO -Types FSK-C, FSW-C, FSMR-C.
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC-Type PG-c.
STANDARD GYPSUM L LC -Type SG-c.
TEMPLE-INLAND FOREST PRODUCTS CORP -Type TG-C.
UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR. HOfF _ SECTION
For 2 Hr Rating - Two layers of 1/2 in. thick, 4 ft wide wallboard CEILING
with square or tapered edges. The inner layers to be applied in the ~
..:..:......,/'::..
same manner as the 3 hr rating. The outer layer may be applied verti- 4..
cally or horizontally and in the same manner as the outer layer for the ' .k 1
3 hr rating. Board joints to be staggered 24 in. from the joints in the ' 3
adjacent layer and on opposite side of studs. 1. Floor and Ceiling Runners - 'T' -shaped runner, 2-1/2 in.
BPB AMERICA INC -Type FRPC, ProRoc Type C.
BPB CANADA INC - ProRoc Type C. unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv
CANADIAN GYPSUM COMPANY -Types C, IP-X2, IPC-AR. ners positioned with short leg toward finished side of wall.
G-P GYPSUM CORP, SUB OF attached to structural supports with steel fasteners located not
GEORGIA-PACIFIC CORP -Type 5. than 2 in. from ends and not greater than 24 in. Oc.
LAFARGE NORTH AMERICA INC-Types LGFC-C, LGFC- 2. Steel Studs - "C-H" -shaped studs, 2-1/2 in. wide by 1-1/2 in.
CIA. fabricated from 25 MSG galv steel. Cut to lengths 3/8 to 1/2 in.
NATIONAL GYPSUM CO -Types FSK-C, FSW-C than floor to ceiling height and spaced 24 in. or 600 mm Oc.
UNITED STATES GYPSUM CO-Types C, IP-X2, IPC-AR. 2A. Steel Studs - (Not shown)-"E" -shaped studs installed in
USG MEXICO S A DE C V -Types C, IP-X2, IPC-AR. H" -shaped studs (Item 2) to secure the closure liner panels
As an alternate for the 2 hr rating, two layers of any Classified 5/8 in. of walls. Fabricated from 25 MSG galv steel, 2-1/2 in. wide, with
thick wallboard with beveled, square or tapered edges. The inner layer leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart
engage gypsum liner panels. Cut to lengths 3/8 in. less than
to be applied in the same manner as for the 1 hr rating. ceiling height. Sill and lintel of opening formed with "J"
The outer layer to be fastened to the studs (through the inner layer) ners (Item 1) secured to "E" -shaped studs with angle clips
using 1-5/8 in. long, Type S, self-drilling, self-tapping, wallboard screws.
screws spaced 8 in. OC at the joints located 3/8 in. from the edges and 3. Gypsum Board* - 1 in. thick flcpsum wallboard liner ~anels,
12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. plied in nom 24 in. or 600 mm or metric spacing) widt s.
Joints to be staggered 24 in. from the inner layer. See Gypsum Board in. less in length than floor to ceiling height. Vertical edges
"H" -shaped section of "C_H" studs. Free edge of
(CKNX) Category for names of manufacturers. to long leg of "J" -runners with 1-5/8 in. long Type S
For 1 Hr rating - One layer of any Classified 5/8 in. thick wallboard spaced not greater than 12 in. Oc.
with beveled, square or tapered edges. Applied vertically with joint CANADIAN GYPSUM COMPANY -Type SLX.
centered over studs. Fastened to studs with 1 in. long, Type S, self- UNITED STATES GYPSUM CO -Type SLX.
tapping, self-drilling, wallboard screws spaced .8 in. OC at the joints USG MEXICO S A DE C V-Type SLX.
located 3/8 in. from the edges at 12 in. OC in the field. Fasteners to be 4. Gypsum Board* - 1/2 in. thick, 4 ft. or 1200 mm (for metric
spaced 8 in. OC at the runners. See Gypsum Board (CKNX) Category wide wallboard applied vertically in two layers. Inner or base
attached to studs with 1 in. long Type S steel screws spaced
for names of manufacturers. No horizontal joints to be used. along the edges and in the field of the boards. Outer or face
6. Batts And Blankets* - (Optional) - Any glass fiber or mineral wool attached to studs and "J" -runners with 1-5/8 in. long
batt or blanket material bearing the UL Classification Marking as to screws spaced 12 in. along the edges and in the field
Fire Resistance. The glass fiber or mineral wool batt or blanket material staggered from screws in inner layer. Joints between inner
may not be placed on only one side of the structural steel members. layers staggered.
See Batts and Blankets (BZJZ) Category for names of Classified Compa- Outer layer joints covered with paper tape and joint
nies. screw heads covered with joint comtound.
6A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 6) - As an alternate method, inner wall oard layer applied
Spray applied cellulose insulation material. The fiber is applied with wallboard layer applied horizontally. Inner layer attached to
water to completely fill the enclosed cavity in accordance with the in. Type S steel screws spaced 24 in. OC along vertical
application inst~uctions supplied with the product. Nominal dry den- field. Outer layer attached to the studs and "J" runners
sity of 3.0 ib/tt"'. layer with 1-5/8 in. long Type S steel screws spaced 12 in.
U S GREENFIBER L L C - Cocoon stabilized cellulose insula- along the vertical edges and to the floor and ceiling
tion. secured to inner layer wallboard with 1-1/2 in.
6B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 68) located midway between studs and 1 in. from the
AMERICAN GYPSUM CO -Types AG-C, AGX-C .
and Item 6A - Spray applied cellulose insulation material. The fibel' is BPB AMERICA INC -Type FRPC, ProRoc Type C.
applied with water to interior surfaces in accordance with the applica- BPB CANADA INC - ProRoc Type C.
tion instructions supplied with the product. j'll.pplied to completely fill CANADIAN GYPSUM COMPANY -Type C or WRC.
the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. G-P GYPSUM CORP, SUB OF
NU-WOOL CO INC - Cellulose Insulation GEORGIA-PACIFIC CORP-Type 5.
7. Joint Tape And Compound - Vinyl or casein, dry or premixed joint LAFARGE NORTH AMERICAJNC-Types
compound applied in two coats to joints and screw heads. Paper tape, CIA. --
2 in. wide, embedded in first layer of compoll.l1d over all joints. NATIONAL GYPSUM CO-Types FSK-C, FSW-C,
8. Alternate Ceiling Detail - Steel Angle - Angle shaped runners, fab- PABCO GYPSUM, DIV OF
ricated from No. 25 MSG galv steel. Attached to ceiling with fasteners PACIFIC COAST BUILDING PRODUCTS INC
spaced 24 in. Oc. Each layer of wallboard to be fastened to the steel STANDARD GYPSUM L L C-Type SG-c.
angle with Type S, self-tapping steel screws spaced 24 in. Oc. TEMPLE-INLAND FOREST PRODUCTS CORP
*Bearing the UL Classification ~\:1ark UNITED STATES GYPSUM CO -Type C or WRC.
USG MEXICO S A DE C V -Type C or WRC.
4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in.
I wide. Attached as described 1..11 Itern 4.
CANADIAN GYPSUM COMPANY -Type AR, IP-AR,
SCX or WRX. - -
UNITED STATES GYPSUM CO -Type AR, FRX-G,
IP-Xl, SCX or WRX.
USG MEXICO S A DE C V -Type AR, IP-AR, IP-Xl,
WRX.
LOOK FOR THE UL MARK ON PRODUCT
":UUq t"11il: 1il:::II::S IANl,;r::: UIHr:::l,; I UHY
FIRE RES/STANCE RATINGS - ANSI/UL 263 (BXUV) FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 821
--
;, Batts ana Blankets* - (Optional) - (Not shown) - Mineral wool or 5, Fire Resistant Glazing Materials* - Nominal 1.93 in, (49 rnm) or 1.57
, glass fiber batts partially or completely filling stud cavity, Any mineral in, (40 mm) thick panels, supplied in various sizes. Max size not to
wool or glass fiber batt material bearing the UL Classification Marking exceed 28 ff with max dimension of 7 ft. Total aggregate area not to
as to Fire Resistance, exceed 72 ff /100 ft2 of wall area, Installed in accordance with direc-
Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - tions below with no less than 8 in. separation between adjacent glazing
Spray applied cellulose insulation material. The fiber is applied with materials, Not for exterior exposures.
water to completely fi1l the enclosed cavity in accordance with the VETROTECH SAINT-GOBAIN
application mstructions supplied with the product. Nominal dry den- (INTERNATIONAL) AG -Types 60-18/18, 60-28.
sity of 3,0 Ib/fe, 6. Glazing Member (Ceramic Fiber Tape) - Nom 1/8 in, thick fiber
U S GREENFIBER L L C - Cocoon stabilized cellulose insula- tape, suprlied in rolls, with a self-adhering backing, Nom density of
tion, 12.5 Ib / ft ,Applied to legs of glazing stops in contact with the glazing
Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and material. Face of leg to be entirely covered with tape,
Item 5A - Shray applied cellulose insulation material. The fiber is 7. Glazing Member (Fixed Glazing Stops) - Steel angles 1.57 in. (40
applied wit water to interior surfaces in accordance with the apfvlica- mm) by 3.31 in. (84 rnm), to be used with Type 60-18/18 glazing mate-
tion instructions supplied with the s.roduct. Applied to complete y fi1l rial, and 1.57 by 2.95 in, (40 by 75 mm), to be used with Type 60-28
the enclosed cavity. Minimum dry ensity of 4.3 pounds per cubic ft. glazing material. Fabricated from No, 20 MSG galv steel. The angles are
NU-WOOL CO INC - Cellulose Insulation provided with a 45 deg mitre at each end. Fastened to steel studs and
learing the UL Classification Mark h&izontal framing, through wide leg of angle and wallboard, with 2 in.
Design No. U439 long Phi1lips bugle-head self-drilling/tapping steel screws spaced 12 in,
O,c. Before installation, legs in contact with glazing material are to be
Nonbearing Wall Rating -, 1 HR. prepared as described under Item 6 above,
8. Glazing Member (Setting Blocks) - Gypsum wallboard shims, nom
2 ~, 1-1/2 in. long, 3/16 in. thick. The length is determined by width of
glazing material, which should be identical. Min, two blocks placed,
without attachment, on sill only prior to placement of the glazing mate-
rials,
.c. ;= 9. Glazing Member (Insulative Packing) - Mineral wool batts, nom 6.0
:;;
" /'" Ib per cu ft. Stuffed to tightly fill all gaps between the glazing stops
VERTICAL SECTION ' I and glazing materials, about entire perimeter of glazing material.
10, Glazing Member (Variable Glazing Stop) - Steel angles, 1.57 in, (40
rnm) by 1.18 in. (30 mm), fabricated from No, 20 MSG galv steel. The
~' angles are provided with a 45 deg mitre at each end. Placed adjacent to
~ glazing material and fastened to studs and horizontal framing, simulta-
,. ,:-/ ,,, '~.>.,. . "". -.,
neously with insulation blocks (Item 11), with 3 in, long Phillips bugle-
head self-drilling/tapping steel screws spaced 12 in, O.c.
11. Glazing Member (Insulation Blocks) - Calcium silicate boards, cut
I HORIZONTAL SECTION into 1-1/2 by 1-1/8 in. strips. Length varies. Nom density is 40 Ib per
cu ft. Placed adjacent to glazing stops on 1-1/8 in. side. Fastened to
studs and horizontal framing with 3 in, long Phillips bugle-head self-
drilling/tapping steel screws 12 in. O.c.
12. Glazing Member (Sealant) - Silicone rubber sealant, cartridge type, A
1/ 4 in. bead applied at all glazing material/insulation block joints.
13, Joint Tape And Compound (Not Shown) - Dry or premixed joint
compound, applied in two coats over joints and screw heads. Perfo-
rated paper tape, 2 in. wide, embedded in first layer of compound over
joints.
*Bearing the UL Classification Mark
Design No. U440
Bearing Wall Rating - 1 HR.
rloor And Ceiling Runners - Channel-shaped runners, 4 in. wide by
[-1/4 in. dee{l; fabricated from No. 20 MSG galv steel. Attached to
loor and cel 19 wIth fasteners spaced 24 m. O,c.
~teel Studs (Vertical Framing)- Channel-shaped, 4 in. wide by 1-1/4
n. deep with 5/16 in. folded back rettun flangesl fabricated frorn ~Jo.
W MSG galv steel. Studs secured to runners with 1/2 in. long, Phillips
lanhead, self-drilling/tapping steel screws through each leg of stud.
;tuds spaced 24 in, O.c. Short studs or "CriIJles" are used to sUldfort
he horizontal framing, These are also space 24 in. O.c. with ad i-
ional crtples employed at the ends of the horizontal framing, back to 1. Floor Ceiling Runners - Channel-shaped, min. 3-1/2 in, wide with
lack wit the full length steel stud: These end cripples are secured to
he studs with two 1/2 in. long Phillips, bugle-head self-drilling! min, 1-1/4 in, legs, fabricated from min No, 20 MSG (0,0329 in., min
apping steel screws, spaced 2 in. O,c. vertically. bare metal thickness) steel or min No, 20 MSG (0,038 in, thick) coated
;teel Runners (Horizontal Framing) - Channel-shaped, 4 il1, wide by steel. Attached to floor and ceiling with steel fasteners spaced not
-1/4 in. deep, fabricated from No, 20 MSG galv steel. Secured to verti- greater than 24 in, O,c.
al framing (cripples) with 1/2 in. long, Phillips panhead, self-drilling/ 2, Steel Studs - Corrosion protected steel studs, min, 3 1!2 in. wide,
a.pping steel scre\vs through each leg of runner. min No, 20 MSG (0.0329 in., mil1 bare metal thickness) steel or min,
;ypsum Board* - Two layers min, 1!2 in, thick min, or single layer No, 20 MSG (0,033 in, thick) coated steel. Studs shall be designed in
!8 in, thick, min., 4 ft wide, Inner layer or single layer attached to accordance with the current edition of the Specification for the Design
tuds a"d runners with 1 in. long, Phillips b1le-head self-drilling! of Cold-Formed Steel Structural Members by the American Iron and I
Jpping steel screws, 12 in, O.c. verticallv an horizontallv. Additional Steel Institute, All design details el111ancing the structural integrity of
crews~located 3/8 in. from wallboard edges. Outer layer attached to the wall assembly, including the axial design load of the studs, shall be
tuds and runners with 1-5/8 in. long, PJi1llips bugle-nead, self- as specified by the steel stud designer and / or producer and shall meet
rilling/ tappL.l1g steel screv:s, 12 in. O.C. vertically and horizontally. I the requirements of all applicable local code agencies. The max stud
,dditional screws located 3/8 in, from wallboard edges. JOL'1tS of outer spacing shall not exceed 24 in. a.c. Studs attached to floor ctnd ceiling
lyer staggered from those of inner layer 6 in, ~ I runners with 1/2 in, long Type 5-12 steel screws on both sides of studs,
ee Gypsum Board (CKNX) category for companies which produce I 3. Lateral Support Members - (Not Shown) Where required for lat-
'lassified wallboard. eral support of studs, support may be provided by means of steel
LOOK FOR THE UL MARK ON PRODUCT
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)( Q ct;{ . Design No. U438
/ : .::,- t1 K Nonbearina -Wan Ratinq-2 HR.. '
~ ~ ."'- ~-
~ -i :>- .:t~ _ .
<;: ~ n w" '" .:
;r 'S: I '=t ,]D' <R.. !~ (600m~ 1 J 1 r
J ~ ! IJ: C':t....::~~:::t;~;:=r~~~
I ~ I '''''''-SkI. _ 4" ~
~ 0 .~ I... HO~Z.-SECTION ""iF,....
':::h- U is) I ':,:!.~I,~~ . il
~ ==- tr ~'b"""'" . .. J
--.J i I . I :_,':;.:..;.,..
. . . 3 . ~LOO'R
~ \ -=11@1.RoOrandCemngRunners-"JW-Shapedrunner,2_1/2'in.widewi
. J 0 \ 'v unequal legs of 1 in. and 2 in., fabricated from 24 ~G galv stef
\J Runners positiOned with shortleg--t:oward finished side of walL Runne
,\ ~ attache? to structural supports with~l ~s,~ne~Jocated not great
\.J \ tha n 2 m. froln eOOs a..'l;d not. greater. ....an "" m.- Vl..
--.J ~ \\' - - FIRE RESISTANCE RATINGS --AHsr;Ul263 {BXUV}-Continued -
()- - '-" ,. Stoe, S__"........... _. 2-'/2 "'. .... by '-'/2 ,"_ d..,
" fabricated. from 25 MSG galy steel Cut to lengths 3/8 to 1/2 in. less tha
I ^ floor to ceiling height and spaced 24 in. or 600 mm OC
Y , 2A. Steel Studs-(Not snownVEw-snaped studs installed in place 0
~ "C-H"-shaped studs (Item 2) to secure the closure liner panels at the end
of watts. Fabricated from 25 MSG galv steel,. 2-1/2 in. wide, with one lee
1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart to engag,.
gypsum liner panels. Cut to lengths 3/8 in. less than floor to ceili"!
height. Sill and lintel of opening formed with wY-shaped runners (Iten
...... 1) secured to "E"-shaped studs with angle clips and steel screws.
-- ~ ........ 3. Wallboard, Gypsum*-1 in. thidc gypsum wallboard liner panels, supplier
I 4' J in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. les
r\ "" in length than ftoor to ceiling height. Vertical edges inserted ir
wW-shaped section of wC_H" studs. Free edge of end panels attached tt
. ~ long leg of "Jw-runners with 1-5/8 in. Long Type S setf-driUing, self-tappirJi
I bugle head steel screws spaced not greater than 12 in. OC
Canadian Gypsum Company-Type sue
~ uftited States Gypsum Co.-Type SLX.
Yeso Panamericano SA de CV- Type sue
4. Wallboard, Gypsuln"-1j2 in. thick, 4 ft. or 1200 mm (for metri!
-J spacing) wide wallboard applied. vertically in two layers. Inner or bas,
" & ,. layer attached to studs with 1 in. long Type S self-driUing, setf-tappins
\}J ~ bugle head steel screws spaced 24 in. OC along the edges and in the fielc
"'/\ of the boards. Outer or face layer attached to studs and "Jw-runners witt
\ - I ~ 1-5/8 in. long Type S self-dritting, self-tapping bugle head steel screw~
...-\- f spaced 12 in. along the edges and in the field of the boards, staggerec
'J \1.:1 from screws in inner layer. Joints between inner and outer layer,
~. I 0 . 0:: ~ staggered.
J (f:. ,.]', -t' Outer layer joints cOl/ered with paper tape and joint compound. Exposec
I f~ I ~ screw heads covered with joint compound..
'CJ VJ I OJ As an alternate method, inner wallboard layer apptied verticatty, outer
. \7\1 w~llboard layer applied horizontall!'. Inner layer att:ached to stud~ ~tr
:::, 1m. Type S steel screws spaced 24 m. OC along vJ~.rtical edgesarrd 111 the
! I field. Outer layer attached to the studs anir "j" runners over the inner
t\J I - layer with 1-5/8 in. Long Type S self-drilling, self tapping bugle heac
I steel screws spaced 12 in. DC in the field, along the vertical edges anc
" to' the floor and ceiling runners. Outer layer secured to inner laye!
. wallboard with 1-1/2 in. long Type G steel screws located midway
I between studs and.1 in. from the horizontal joint.
I 1 American Gypsum Co.-Type AG-C.
Bornl Gypsum Inc.-Type BG-C.
Canadian Gypsum Company-Type C or WRC.
I Celotex Corp.-Type FRP.
Continental Gypsum Company-Types CG-C, CG5-5, CGTC-C.
I G-P Gypsum Corp.-Type 5.
-- -! ! James'Hardie Gypsum Inc.-Type Max"C".
Ii lafarge Gypsum, A Div. of lafarge Corp.-Type LGFC-L
I Pabco Gypsum Co.-Types PG-C
II I Republic Gypsum Co.-Type RG-C.
. . - J . I ,II Standerd Gypsum Corp.-Type SG-C
l~ ! \j) ~ Temple-Inland Forest Products Corp.-Type TG-L
' ..;......... United States Gypsum Co.-Type C or WRC.
-' - Yes\} Panamencano SA. de (if-Type C or WRC.
--J /- ~ '. .4A. WaUboard GYP. s.um*-,-(As an. alternate to Item 4) -5/8 in. thick. 4 ft
/ .:>- r- I wide. Attached as described in Item 4.
'- l -> ~,}' 7 Canadian Gypsum Company-Type AR, IP.Xl, sex or WRX.
~ ;;> -1 7S '---' United States Gypsum Co.-Type AR, IP-Xl, sex or WRX.
~ ~ 'teso Panamericano SA de (if-Type AR, IP-Xl, sex or WRX.
,~ . r I 5. Batts and Blankets"-(Optional}-(Not shown)-Mineral woo! or glass
i ~. fiber batts partially or comp!e~ly filling stud cavity. Any mineral wool 0r
I ~lass ~fiq,er batt material bearilfg the UL Classification Marking as to fire
KeSls,ance.
~ Bear1n:n t'hA r n n ':tc-c;.;;,.......",...;;~_ ,,"'_
J'
\(
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x ~ <t J Design No. U438
. / j .:;,-~ t:l t Nonbearing Walt Rating-2 HR.. -,
~ -{ ~ L..~
~ r:. """ ~ ,J- .:s. 24 In . _
:L ~ 'fl ' jI>' ~ _ 1'(500m~ I Q) Ill_
J S g ~ ~::~::~'~~0:l
I ~ i ,'.nIoMdSid... _ '.' .
\- () .:::.:- ! HORZ. .SECTION if.
/'\ U i'" CEILING 3
'::::l:.. "t-..\l..l 11:......-.....
:? ~ Vj · .,,,::...:......... 4 . . 1
--.J . . 1
. . 3 .' ..::;::.:<~.::...:
. . . ~LOOR
~ f --:\ I :\\ 1. Floor and Ceiling .Runners-7-shap~d runner, 2-1/2 "in. wide wi
. I V \:::J unequaL legs of 1 In. and 2 10;, fabncated from 24 ~G galv steE
\.J Runners positioned with short:leg"1:oward finished side of wall. Runne
Q ~ ~~nc~~n.tofro~l=~g~~~~ ~~tei.~~~cated not great
(J~ -::: . ; -, ;. - FIRE RWAN(:E RATIHGS --AHs:r;ULZ63 (BXUV)-Continued -
-- ~ 2. Steel Studs-*C-H*-shaped studs, 2-1/2 in. wide by 1-1/2 in. dee~
fabricated. from 25 MSG galv steel Cut to lengths 3/8 to 1/2 in. less tha.
. ^ floor to ceiling height and spaced 24 jn. or 600 mm DC.
V , 2A. Steel Studs-(Not shownVE"-shaped studs instaUed in place 0
i *C-H"-shaped studs (Item 2) to secure the closure liner panels at the end
of waUs. Fabricated from 25 MSG galv steel,. 2-1/2 in. wide, with one lee
- I ht" 1 in. Lon. g and two legs 3/4 in. Long. Shorter legs 1 in. ..a pa..rt t. 0.. .e.. n. gag.,
I J I\. gypsum Liner panels. Cut to lengths 3/8 in. less than floor to ceiLin,
'....\. .... height. Sill and linteL of opening .formed wi~ "J"'-shaped runne. rs(Iten
' ....... 1) secured to "E"-shaped-studs Wlthangledlps and steetscrews.
-~ -.-1 - - - ..... 3. Wallboard, Gypsum*-l in. thick gypsum waUboard Liner panels. supplie(
I I in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. Les
V' in length than floor to ceiling height. Vertical edges inserted ir
I "H"-shaped section of "C-H" studs. Free edge of end panels attached t!
~ long leg of "J"-runners with 1-5/8 in. Long Type S self-drilling, self-tappin!
bugLe head steel screws spaced not greater than 12 in. DC.
Canadian Gypsum Company-Type sue
~ Unlted States Gypsum Co.-Type SIX.
Yeso Panamericano SA de CV-Type SLX.
4. Wallboard, Gypsum*-1/2 in. thick, 4 ft. or 1200 mm (for metn,
...J spacing) wide waUboard applied. vertically in two layers. Inner or bas,
,~i\ I . , Layer attached to studs with 1 in. long Type S self-driUing, setf-tappin~
1..)-1 ..... bugle head steel screws spaced 24 in. DC along the edges and in the fielc
\'/I 'of the boards. Outer or face Layer attached to studs and "J" -runners wiU
I' ':J 1-5/8 in. long Type S self-drilling, self-tapping bugLe head steel screw~
---i- r \ spaced 12 in. along the edges and in the field of the boards, staggerec
'-I ~ from screws in inner Layer. Joints between inner and outer layer:
- "' ...... staggered.
J ~ t.I <t Outer layer joints covered with paper tape and joint compound. Exposec
t-::::\ I ^ -.0- screw heads covered with joint compound.
D v j I:>J As an aLternate method, inner waUboard layer applied verticaUy, outer
t\J wallboard Layer applied horizontaLLy. Inner layer attached to studs witt-
:::, 1 in. Type S steel screws spaced 24 in. OC along ~e.rtical edgesan-d ilrthe
fieW. Outer Layer attached to the studs aria' OJ'' runners over the inner
t\,) - layer with 1-5/8 in. long Type S self-drilling, self tapping bugle heac
steel screws spaced 12 in. OC in the field, along the vertical edges anc
tei the floor and ceiling runners. Outer Layer secured to inner Laye!
wallboard with 1-1/2 in. long Type G steeL screws Located midway
between studs and.1 in. from the horizontal joint.
American Gypsum Co.-Type AG-C.
BoraL Gypsum Inc.-Type BG-C.
Canadian Gypsum Company-Type C or WRC.
Celotex Corp.-Type FRP.
Continental Gypsum Company-Types CG-C, (G5-5, CGTC-C.
G-P Gypsum Corp,-Type 5.
-- - James-Hardie Gypsum Inc.-Type Max"C-.
Lafarge Gypsum, A Div. of Lafarge Corp.-Type lGFC-C.
Pabco Gypsum Co.-Types PG-C.
Republic Gypsum Co.-Type RG-C.
Standard Gypsum Corp.-Type SG-c.
\ Temple-Inland Forest Products Corp.-Type TG-C.
- .c...-- United States Gypsum Co.-Type C or WRC.
.-' Yeso Panamericano SA de tv-Type C or WRC.
-.J /-- r .4A. Wallboard Gypsum*-,.-(As an alternate to Item 4) -5/8 in. thick, 4 ft
/ .::::=- r> I wide. Attached as described in Item 4.
: ) --:> ~. [. '7 Canadian Gypsum Company-Type AR, IP.X1, sex or WfIY...
~ .:;;::.- 1 7S - United States Gypsum Co.-Type AR, IP-X1, sex or WfIY...
~ ~ Yeso Panamericano SA de CV- Type AR, IP-X1, sex or WRX.
i , /'. 5. Batts and Blankets"-(Optional)-(Not shown)-Mineral wool or glass
! ~. fiber batts partially or complet:ly filling stud cavity. Any mineral wool or
; I glass fiq,.er batt material bearill'g the Ul Classification Marking as to Fire
Resistance.
\, .. Bearinn -thco f fi ri ............;4=;__<0-.': _ __~.. ,.
SPU SERIES
PACKAGED AIR CONDITIONINGIHEAT PUMP UNITS
INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS
I
***** WARNiNG TO INST-ALLER, SERVICE. PERSONNEL AND OWNER *****
Altering the product or replacing parts with non authorized factory parts voids all warranty or
implied warranty and may result in adverse operational performance and/or a possible hazardous safety
condition to service personnel and occupants. Company employees and/or contractors are not autho-
rized to waive this warning.
-
GENERAL
These instructions give information
relative to the SPU unit only. Refer
to Wall SIeGV8 and Grille !r1st?1!8h-::;n
instructions for those components.
The manufacturer assumes no
responsibility for equipment installed
in violation of any code requirements.
For other related equipment refer to
the proper instructions. /'~ ~ ijl
The SPU is shipped in one //....-;::''''''...... 'i:1
package, completely assembled. \ ',,', ,/) ~il
I' . T' ,"
Material in this shipment has been i\ '! i,
'i Ii,,! I III!
inspected at the factory and released I I~" f f
i' Ii. I
to the trarsportation agerv.y in good I/! ~~!,/~ I #
condition. When receiver], a visuai
inspection of all cartons should be f i '" ~ : i If I
made immediately. Any evidence of 'II i I : I I' !
rough handling or apparent damage I,! I I I I '
, 'I ! I
~ Ii I I 'I i i
should be noted on the delivery ~ ! I, I I I
receipt and the material inspected in "I ~'"
'i 'I I
the presence of the carrier's JV -- I
representative. If damage is found a
claim should be filed against the
carrier immediately.
I~-----':"--- '-'"-~~
. .."*'. WARNING ...... II :Figure 1 - Typical Suite Installation
Unit must not be operated _ -- ----=---..-".-
during building construction I other on an inside comer or where they
due tn exc~ssive aireo .:~ I may E;xhaust into each other.
dust and debris. The unUs LOCATION
must not be operated under The SPU is desiC'led j)( t:1rough- Provisions should be made to allow
access to the indoor side of the unit
any circumstances without an the-wall jnstaJlation. The, interior for installation and inspection. The
air filter in place. portion of tile unit is surrounded by a closet or access panel opening must
closet with a rear access (Fig. 1). The be centered with the exterior wall
PACKING LIST vertical discharge allows for dueting opEning an::' be at least 24' 'NidH by
to 'he top cf ~:h8 mom for [J3St air 84" tall. Three (3) inches of
Items packed inside tile unit: circulation ar.d elimination of cold unobstructed space is required on all
d~aft,s on occupants. The exterior sides of the SPU to allow for adequate
(1 ) Filter Bracket (grille side) of the unit must have no air flow. At least 27 inches of
,. \ Filter Clip obstructions (trees, landscape unobstructed space should be
1'1 materials, etc.) within 18 inches. Do
not locate two units adjacent to each provided in front of the access door
-, - _.-
1 L263 4/03
INST ALLA TION Note: If the unit will not be connected installing the unit.
1. Ensure that properly sized duct to a fixed return duct these flanges Note: After removing the construction
work is in plaee to mate to the supply must be broken off of the unit. debris guard, inspect the sleeve seal,
connection on the SPU. 6. If an air filter is to be applied to the which is supplied with the sleeve, to
2. Remove the two clips holding the unit install the filter bracket by insert- ensure that it is properly secured and
unit to the shipping pallet and remove ing the tab portion of the rack between aligned (Fig. 2). Use a high grade non-
unit from the shipping pallet. the insulation and middle plate under hardening sealant to close any gaps
3. Before setting unit into closet, the drain pan (Fig. 3). Place P 20" x that may ex;::;t between the seal and
remove upper side access panels and 24" x 1" filter into the filter rack. In- the wall of the sleeve.
inspect the evaporator blower to sert the two tabs on the filter clip into 9. After the seal is inspected, lift the
ensure that the wheel turns freely the slots above the evaporator and unit onto the base of the sleeve and
without rubbing on the housing. hook the front flange under the filter slide the unit forward to engage the
Note: Remove the styrofoam ship- flange to hold the filter in place. seal. The unit is fully engaged when
ping block supporting the blower 7.A fresh air make:Jp vent is located the upper housing of the SPU is 1/2"
assembly. on the lower left side door (Fig. 3). away from the top inside edge of the
Replace upper access doors pi10r to Remove one screw ant. rotate the sleeve.
completing installation. plate to expose the desired amount 10. Check that the unit is completely
4. Remove disconnect and the rear of vent opening. Replace the screw to seated on all four sides against the
access door to get to the loose items hold the door in desired location. wall sleeve seals.
described in the packing list. Check 8. Ensure that the wall sleeve is r; II
all electrica.l connections and check installed squarely and is secure before ****** w'fl1.RNING ****** I
the condenser fan to see that it turns If unit is not sealed c m-
freely. Note nam~plate voltage, am- ****** WARNING ****** pletely, water and/or out~ide
perage and fuse size for proper power After removin9c the construc- air will infiltrate into the closet.
supply .t!,;Jn.,debris gUBfj"r:!" check the
,,'" ffi"fA
5. The SPU is equipped with bend o~t ,', bottom ""$t!~'Pt!l,n to enSure .
flanges (Fig. 3), next to the evaporatot\tha,t ij is slope~done'half If neee~sary seal any openings that
coil, for the purpose of attaching a bubble toward the outside. may eXIst.
return air duct. If dueted return air is Ensure that the bottom of the 11. Connect properly sized electrical
req, u,ir,ed th",e,,' se fl,ang, es must b, e b,ent j p,an and dra,' in are cle;/r Of" Obj service to the disconnect b"IOC k.
90 degrees away from the f2~19 of the I structfon 8:;;J c.peratio.t1it!. 12. . !nstal! a. facto')' appro~ed or
evaporator coil along the perforations., II .' " "":;...:..., , _ . .C~. ~_ eqUivalent thermostat according to
- ----.._""---_.. ...-,;.--
V
"- r Filter
"- / Clip
/
"- /
II ***** WIJ.RN!NG **tt** " ",,-..~;g'
I SPU He~t Pump units ?p- 'I Duct~d Return : 1 I t:::/ I
erate With," the re, versmg,. A!r ~anges I ~:I : I " EI " I
I . d' th ' ,.r- ectnca
va ve energize In e :. / D" Filter
HEA TlNG d T'h ' I : ' / lsconnect r . ,
. mo. e. I j e ' :1 i' ~ / Bracket
thermostat, must bewir~d Thel"mo~tat "~I :' II, "- /
or configured accord- Connection ~~, I, /~<. "-..... /
ingly or the unit will not JJ ......"-~~ ,,' .
operate properly. Fresh Air . ,
Vent~ . ~
;: I ~-
..'~ ~
1\ ':11' I
\~
..
I I
I III
Figure 3 - Filter Bracket Detail
3
SYSTEM CHECK mode when the outdoor ambient 9. Return system switch to "Off"
Cooling/Electric Heat Units temperature is below 40 degrees F. position.
1 . Set thermostat system switch to SYSTEM.CHECK MAINTENANCE
"Off' position and fan switch to "Auto" Heat Pump Units
position. Apply power to the SPU unit. Periodic maintenance is limited to:
Note: The SPU employs a random 1. Set thermostat system s'litch to 1. Replacing the air filter monthly or
reset timer which delays w'it OP8f&tion 'Off' position and fan switch to "Auto" more frequently if unusual conditions
up to 3 minutes following initial power position. Apply power to the SPU unit. are encountered. Air filter size is
application. Electronic thermostats Note: The SPU employs a random 20" x 24" x 1" when using the factory
may also employ internal reset timers reset timer which delays unit filter frame and 20" x 20" x 1" when
which may further delay any changes operation up to 3 minutes following using the access panel.
which are made tothe operation of the initial power app!ir.ation. Electronic 2. Cleaning the outdoor coil of foreign
unit. thermostats may also employ internal material such as lint, dust, leaves or
2. Set fan switch to "On", indoor reset timers which may iurther delay other obstructions as necessary.
blower should operate after the reset any changes which are made to the 3. Checking dralTliine and removing
ti mer cycle is complete. operation of the unit. obstructions as necessary.
3. Return fan switch to "Auto", indoor 2. Set fan switch to "On", blower rr- ****** WARNING ****** 'f
blower should de-energize. shoutd uj.)',fS'9 after the reset timer
;.22,: '~J ",.-" Cyl.ic .ti I..A)' ('!Jibl"'. "'. ~ . ".~ .. ," ..~ ~ ~" i!
_:':-,"':"i ~.;~ ~! U:s wegcU ro Qlscnarge II
lower thermostat set point to coldest 3. Return fan switch to "Auto", blower refrigerant into the
setting. The compressor should should de-energize. atmosphere.(J~e proper
energize as well as the outdoor fan 4. Set system switch to "Cool" and reclaiming methods and
and indoor blower. lower thermostat set point to cdldest equipment when installing or
5. Return thermostat set-point to a setting. The compressor should servicing this unit. Service
temperature warmer than room energize as well as the outdoor fan should be performed by a
temperature and the compressor and and indoor blower. QUALIFIED service agency.
outdoor fan should de-energize. The 5. Return thermostat set-point to a The refrigerant s'lstem
indoor blower should remain in t{,)rnperature warmer than room contained in the unit norma#y .
operation for an additional 45 ;}mperature al'e! the compressor :lnd I r:;; quires no maiatenance I I
~,~c0n~s, t~"!e!": ';:Je-gnHrgize, outdoor fan should de-ensrgil:e.The -' since. it is a closed, self-
Note: The SPU employs a indoor blO\ver should remc.iin in II (:cmiilii,ed syst::m.
compressor short cycle delay (-3 operation for an additional 45 'I I
minutes) which will not allow the seconds, then de-energize.
compressor to immediately restart Note: ThF) SPU employs a short cycle If servicing or major repairs are
following shut down. Addiklnal delay (-- 3 minutes) which will not al- required, the complete unit can be
delays may be experienced if using low the compressor to immediately removed as follows: .
an electronic digital thermostat. restart following shut down. Additional 1. Disconnect the electrical power
6. Move system switch to "Heat" and delays may be experienced if using circuit supplying the unit.
raise thermostat to a set point higher an electronic digital thermostat. 2. Remove disconnect puB and low
than room temperature. The indoor 6. Move system switch to "Heat" and voltage thermostat connector.
h,IClwer and electric. - hep,ting 7'...,.i"..... +....""'t';"".:.('\~t")... tr ~ 1"-,:\+ r'.r'!;y~t ~;lirihH\J 3. Remove rem access panel.
element(s) should energize. ',-'.'. ,.-- ... .....-, ..' .........',-,......... -..., - r-.....-,.... _. -':';,'" 4. Remove supply duct from top of I
higher than room temperature (less
7. Return system switch to "Off" than 2 degrees). The compressor, unit.
position. outdoor fan and indoor blower should 5, Slide unit back out of sleeve.
Note: The SPU features G iow energize, 6 Unit may be remuved from closet. !
ambient compressor lock out switch 7. Raise set point in m re than 2
which will not let the compressor degrees and the E':::;tri _' !T;aters To reinstall unit, use the- installation
energize in either cooling or heat pump shouid energize. -"his determination procedure outlined above.
I ...... W AR~ING ":=:1 may be rn.<.de by attaching an amp I ...... ~ARNING m=ll
" SPU Heat Pum,' units operate I probe to the electrical supply and
reading the increased amperaqe.
" w,.."t: *he re'-.-'.~H u'<I.." I_ NC"'e: Thr 24.SPU romp ,JYS ~ I f'~ ~.. '-~ _.PI....,,, 'e..... ... .....i~ "
I - il 6 ;;'iJli *' ~~;: ...w.E:.fi ...~.::- __.:1__ ~; Ii ;;ero;;'~;;;:';g';~m;:;~ ~~;;.;. I
=.1 er: ~rf:;_:"d in :,d;:;< ;;c:..t;. ~hi(i.t :"' GOi,'p't';ssc, k...':;K out which \vH not
I mode, The thermvsla. must ai/ow the compressor and ejectric ~--_.~~
be wired or confIgured heaters to energize at the same time. I
I accomingly _or in,; una wif; fiaf I 8. Lower the set point to less than
operate proper,y. room temperature and the system
, ~ should de-energize.
'-
:'Iio.~'~. """-'5
Request For Information
September 6, 2005
RFI Number: 113
Project: Country Inn & Suites Cape Canaveral
Project #: 24-528
Submitted To: Neil Weber - Weber Architects
Copies: Kent Oliver - Portview Inn & Suites
Jeff Iisakka - Kraus - Anderson
Steve Johnson - Kraus - Anderson
Submitted By: David Rotenberger - R.W. Paul Construction, Inc
Larry Schaefer - R.W. Paul Construction, Inc
Date Answer Required: ASAP
Information Requested: Due to changes that have been made to the exterior wall system,
information provided by RFI responses and information not shown on the drawings, the
Building Inspector from the City has requested that an exterior wall section be drawn,
signed and sealed, showing the 6" 18 Ga. studs 16" o.c., screw pattern for stud to stud
connections, pin sizes, length and spacing for track connection to the slab/precast,
Densglass on the exterior with screw pattern for attachment, %" plywood on the back side
of the parapet wall with screw pattern for attachment and wood blocking on top of the
parapet being (2) layers of%" plywood with screw pattern for attachment, etc. Please
provide this detail.
Response: Attached are sealed details for the exterior wall sections (at first floor and
for the upper three floors) and parapet (upper and lower) parapets.
Date Answered: 7 September 2005
Answered By: Neil Weber
l
Notes:
1. EXTERIOR WALL (@first floor)
. · Exterior EIFS system
r . 5/8" Densglass- wi screws @ 8" OC
. 6" x 16 gauge metal studs @ 16" OC
---t- · Insulation
:...1 · Gypsum board
\01' 2. PRECAST DECK
, 3. INSULATION AND ROOF MEMBRANE
.;; f 4. % PLYWOOD-wi screws @ 8" OC
~ i 5. 2 LAYERS PLYWOOD-wi screws @ 8" staggered
~ 6. 6" 16 GUAGE STUDS ~ TRACK
;: I wi W'x 2" tapcons @ 8" OC
'\t-I 7. 6" 16 GUAGE TRACK-wi 0.177 PDF @ 16" oc..
f j\ 1 W' @top of slab and 1" @bottom of slab typo
:: i N 8. TYPICAL HEADER AND SILL (not shown)
~I. Sills 2- 3 5/8" x 16 Gauge
- T -- 3- 6" x 16 Gauge track
Heads 2- 6" x 16 Gauge
II 3- 6" x 16 Gau9", trock
\~ .
(i)
! ;--i I
@I I~
t--'-----l
ill
!
WAL..L.. AND PARAPET DETAIL..
SECOND, THIRD, $ FOURTH FLOORS AND HIGH PAAAPET
1'(," ':;< \'-0"
I CERTIFY THAT THIS PLAN, SPECIFiCATION OR
REPORT WAS PREPARED BY ME OR, UNDER MY DiRECT
SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT
UNDER THE LAWS OF THE STA,TE Of FLORIDA
~ V/Jv-- DATE 1 tWrUDS
NEIL WEBER, AlA R,EGISTRA.TION ,'\R0017512
. _~1~~~
Country Inn & SUites architects & planners
Cape Canaveral Florida 7 L,.,c- 2280 Watertown Road Long Lake, MN 55356-9419
, u!f(, V,? 952.476.4434' Fax 952.476.5863 . nw@weberarchitects.com
I Notes:
I I 1. EXTERIOR WAL..L.. (@f1oors 2, 3, 4)
I 9C?/'tJ \I 1 · Exterior EIFS system
-~-~-------- .l . 5/8" Densglass~ wi screws @ 8" OC
I '\ · 6" x 18 gouge metal studs @ 16" OC
I . Insulation
. Gypsum board
2, PRECAST DECK
3, INSULATION AND ROOF MEMBRANE
4, % PL.. YWOOD~wl screws @ 8" OC
I 5. 2 LAYERS PL.. YWOOD~wl screws @ 8" staggered
I 6. 6" 18 GUAGE STUDS ~ TRACK
. wi J4"x 2" tapcons @ 8" OC
I 7. 6" 18 GUAGE TRACK-wi 0.177 PDF @ 16" oc..
::;. :<9 ~ 1 W' @top of slob and 1" @bottom of slob typo
0- -N 1% 8, TYPICAL.. HEADER AND SIL..L.. (not shown)
~ ! Sills- 2- 3 5/8" x 18 Gouge
i 3~ 6" x 18 Gouge track
Heads 2- 6" x 18 Gouge
-0 L-.+- 3- 6" x 18
o
r7
,
A
W/~l-l- AND PARAPeT DeTAIl...
FIRST FLOOR WALL AND LOW PAAAP5T
\Cj
I HEREBY THIS PLAN, SPECIFICATION OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT J AM A OUL Y REGISTERED ARCHITECT
UNDER THE LAWS OF THE STATE:: OF FLORIDA,
~ tl/J",-, DATE 1 '5ftff~
NEIL WEBER, AlA REGISTRA TJON AR0017512
Country Inn & Suites ~~1 ~ ~~
architects & planners
Cape Canaveral, Florida 7c..&.4r ,. 2280 Watertown Road, Long Lake, MN 55356-9419
--I 0> 952.476.4434' Fax 952476.5863 . nw@weberarchitects.com
1 )
()J
c$?lt ;?
~ j1\ _^, _ 8
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v-o'q: I
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t i ~ '
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~ .~... ~~
. ~ ~ ~.
~ c
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1\
~ 6
...
,
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o
co
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,
~ ~ ) ~
ell' .:::
~ IT\ \ 'j...
2 ~ - ~
~ ~- ~ ~ i~ g~'
~Cl (' Q ~ ~ r
'2 VI I ) ~ - f, (/J
; ! ( .l..\l~fio 6
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- c
;x Ci <t _~ Design No. U438
~ d ;: ~ ~ Nonhearing Wa~ Raon9-2 HR. '
l) j , "2
J ~ ;Z \t
. vl 0
i: ~ i
() -::::- ! HORZ. . SeCTION if
U ;'" CEILING 3
~ iJ:......-.....
:? ~ vr 4 .:,:...:......... 4 . . 1
--Y , 1
; '3 . :::;:::..:.;~....:.
. l;LOOR
Y f ~ 1@1.FtoorandceilingRunners-"J"-Shapedrunner.2_1/2"in.widewi'
, I V 'v unequaL Legs of 1 in. and 2 in., fabricated from 24 M!;G galv stet
\..../ Runners positioned with shortleg-toward finished side of waU. RUl'lOe
" ~ attached to structural supports with steel fasteners Located not great
'-.) . tha n 2 in. from ends .and not. greater. than 24 in. Oc.
~---..J . \ \- - FIRE RESiSTANCE RAnNGS .-AHs:r;Ul263 (BXUV)-Continued -
---- - ~ 2. Steel Studs-"C-H"-shaped studs, 2-1/2 in. wide by 1-1/2 in. dee~
fabricated. from 25 MSG gal.v steel Cut to Lengths 3/8 to 1/2 in. less tha
I ^ floor to ceiling height and spaced 24 in, or 600 mm DC.
V , 2A. Steel Studs-(Not shown}-"E"-shaped studs installed in place 0
~ "C-H"-shaped studs (Item 2) to secure the closure liner panels at the end
of walls. Fabricated from 25 MSG gaLv steel. 2-1/2 in. wide, with one lee
I 1 in. Long and two Legs 3/4 in. Long. Shorter legs 1 in.. apa... rt.t 0..... .e..n......g ...a. g,.
t gypsum liner panels. Cut to lengths 3/8 in. Less than floor to' ceilin,
I height. SiU and Lintel of opening formed with "J" -shaped runners (Iten
i -r" 1) secured to "E"-shapedstuds with angle-clips and steeL screws: .
-. ...... 3. Wallboard, Gypsum*-1 in. thick gypsum wallboard liner panels. suppliec
I J in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. les.
'-' in Length than floor to ceiling height. VerticaL edges inserted ir
"H" -shaped section of "C-H" studs. Free edge of end panels attached tt
8 Long leg of "J"-runners with 1-5/8 in. Long Type S self-driUing, self-tappin,
bugLe head steel screws spaced not greater than 12 in. DC.
Ca~dfan Gypsum Company-Type sue.
+ UnIted States Gypsum Co.-Type SlX.
Yeso Panamericano SA de CV-Type sue
4. Wallboard, Gypsum*-1/2 in. thick, 4 ft. or 1200 mm (for metri,
..J spacing) wide wallboard applied. vertically in two layers. Inner or baSt
,~i\ I . , layer attached to studs with 1 in. long Type S self-drilling, setf-tappin~
\)-' .,... bugLe head steel screws spaced 24 in. DC along the edges and in the fielc
,,/,\ 'of the boards. Outer or face layer attached to studs and "J" -runners witr
\ - I I' ':1 1-5/8 in. long Type S self-drilling, self-tapping bugLe head steel screw,
...-I- f \ spaced 12 in. aLong the edges and in the field of the boards, staggerec
'-I Ro' from screws in inner layer. Joints between inner and outer layer:
- \.) " ~ staggered.
....J &: tJ <t Outer layer joints covered with paper tape and joint compound. Exposec
f-:::'\ ~ screw heads covered with joint compound.
D V) 00 As an alternate method, inner wallboard layer applied vertically, outer
\ \;\1 wallboard layer applied horizontally. Inner layer attached to studs witt-
:::: 1 in. Type S steel screws spaced 24 in. DC along ":.e.rticaL edges' and ilnhe
\ t\;} ( field. Outer layer attached to the studs aria- "J" runners over the inner
' - layer with 1-5/8 in. Long Type S self-drilling, self tapping bugle heac
\ steel screws spaced 12 in. OC in the field, along the verticaL edges anc
\ to" the floor and ceiling runners. Outer layer secured to inner layer
waLlboard with 1-1/2 in. Long Type G steel screws Located midway
between studs and.1 in. from the horizontaL joint.
American Gypsum Co.-Type AG-C.
Soral Gypsum Inc.-Type BG-C.
Canadian Gypsum Company-Type C or WRC.
\ Celow Corp.-Type FRP.
1/ contine. ntal Gypsum co.m pany-Types eG-C, CG5-5, CGTe-c.
G-P Gypsum Corp.-Type 5.
- James Hardie Gypsum Inc.-Type Max"'C".
Lafarge Gypsum, A Div. of lafarge Corp.-Type LGFC-C.
I \ Pabco Gypsum Co.-Types PG-c.
'Republic Gypsum Co.-Type RG-C.
Standard Gypsum Corp.-Type SG-c.
\~ \ Temple-Inland Forest Products Corp.-Type TG-C.
~ , United States Gypsum Co.-Type Cor WRC.
' ./ ~ Yeso Panamericano SA de (V-Type Cor WRC.
---J. -"..-- I r -. 4A. Wallboard Gypsum*-:-(As an alternate to Item 4) -5/8 in. thick, 4 ft
..----' ~ 1/ 1 wide. Attached as described in Item 4.
,J -~ I~ .~, (' ;. Canadian Gypsum Company-Type AR, IP'Xl, sex or W'ii:/...
/' ) ":> 1 /~ C-. United States Gypsum Co.-Type AR, IP-Xl, sex or WRX.
..----! ~ I Yeso Panamericano SA de (V-Type AR, IP-X1, sex or YJRX.
i , /'. I 5. Batts and Blankets"'-(Optional)-(Not shown)-Mineral wool or glass
I ;.y-- fiber batts partially or complet,:;ly filling stud cavity. Any mineral wool or
'I glass fib.:er batt material beari"g the UL Classification Marking as co Fire
' Reslstance.
' .. Bearinn th~ r H n ~r...-';;;....~....::~~ u_ ..t .
wl......L (;..0 ......""' U-woiJ.Ur-' v ~JlI "~.....~rJUUf- t (~ UU" U"-<J.~ r"'" ...
UL SYSTEM NO. C-BJ..2021
PLASTIC PIPE THROUGH PRE-CAST (HOllOW CORE) CONCRETE FLOOR ASSEMBLY
F-RATING = 2-HR. In
0
T -RATING = 2-HR. ~
<0
0
SECTION A-A cD
BOTTOM VIEW ~
"" ....
-,
JX1
<.;I
~
.. .
.. .
"'. . 0
4.
. .. 1 .,. . -. '
. '"
A A
df
. . .. ' . ..~
...
1. PRECAST (HOLLOW CORE) CONCRETE FLOOR ASSEMBLY (MINMUM 8" THICK) (2-HR. FIRE-RATJNG).
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWtNG ; (ALSO see NOTE NO.2 BELOW) :
A. MAXIMUM 6" NOMINAL DIAMET,ER PVC PLASTIC PIPE (CELLULAR AND SOLID CORE}.
B. MAXIMUM 6" NOMINAL DIAMETER ABS PlASTIC PIPE (CELLULAR AND SOLID CORE).
C. MAXIMUM 6" NOMINAL DIAMETER C-PVC PLASTIC PIPE.
3. MINIMUM 112" DEPTH HIL TI FS-ONE INTUMESCENT FIRESTOP SEALANT.
4. HlL Tlef 643N FIRESTOP COLLAR WITH FASTENING HOOKS (SEE TABLE BELOW).
5. EACH FASTENING HOOK SECURED TO BOTTOM OF FLOOR WITH 1/4" x 1_31411 LONG STeEL EXPANSION
BOLTS IN CONJUNCTION WITH 314" DIAMETER STEEL WASHERS (EX. HllTI KWlK..BOL T 3),
NOMINAl PIPE DIAMETER PRODUCT OESCRIPITION NO. OF FASTENING HOOKS MAXIMUM HOLE SIZE
1.112" CP 643 50/1.5" N 2 2-118"
2" CP 643 63J2" N 2 2-5JPi'
3" CP 643 9013" N 3 4"
4" CP 643110/4" N 3 0"
6" CP 643 16016" N 4 T'
NOTES: 1. ANNULAR SPACE = MINIMUM 0", MAXIMUM 112".
2. CLOSED OR VENTED PIPING SYSTEMS (PVC, ASS = SCHEDULE 40; CPVC = SDR 11).
Sheet 10ft Dniwillg No.
C:=JDb~D. Hll T1, Inc. Scale 9164" = 1" CBJ
TIJIsa, OI<tahoma USA. (918) 252-6000
FtRESTOP SYSTEMS Date June 2., 2105 20219
I Saving Uves through Innovation and Education I
...,. W I.. 'C.;.. U U ....., v oWl .. L ~ ,.... ..., L 111 "J....... -= I' I U PeA r ( r Co - V rv..;J .- U "'T u V F . g.
Ul SYSTEM NO. V-l-21C8
PLASTIC PIPE THROUGH GYPSUM VALL ASSEMBLY
f-RATING = 1-t1t AND 2-HR. ~
T-RATlNG = <HR. ~
G.t
re
fRONT VIEV SECTION A-A ~
~ . ~
A <J=w
r/
A <J==I
L GYPSUM VALL ASSEO..Y <<L ClASSIFIED U300 DR U400 SERlES> O-HR. DR 2-HR. FlRE-RATlNG)
<2-+R. SKNN>.
2. (HOT HMI). WOOD STUDS m ClKIST IF IOtINAl 2' x 4' LlI41O. STm STUDS m IE
M1NDIJM 2-112' lJIDE.
3. OPTIlJfAL , SHEET HETIt. PIPE SLEEVE <MAXDU4 3-lI2" DIAfETER, MlNIMlII 28 CiA. THICKNESS,
lJITH MINDUt 1-114' lAP AI.lNi lDN6I1UDINAl SENO.
4. PDETRATINi ITEM m BE tK: or TJI: F1ILl1MNG r
A. MAxnU4 ~ tOONAl DINETER PVC PLASTIC PIPE (SCHEJl1.E 40) <CELLUlAR [R SOLID
CJ:RE) <<l1JSED [R VENTED PIPlNi SYSTEM>'
J. MAXIUI 2" NDMlNM.. DIMETER CPVC PlASTIC PIPE (SIR 13.5) <CUlSO PIPING SYSTEM
IK. n.
5. HIl.. TI FS-fH: INTUMESCENT f1RESTDP SEALANT t
It. MINDlJM 5/8" IEPTH or SEALANT FIR It l-tR. nRE -RATING.
B. MINDtIM l-V." DEPTH or SEAlANT FOR It 2-HR. FIRE-RATING.
NUES t L MAXDlIM DINETER Dr OPENING = 3-112'.
2. ANNlI..AR SPACE = MlNDIJM 1/4'" MAXDUI U/16"',
3. PIPE MAY BE INSTH..LED AT AN AMi.[ NlT GREATER
TIM 4~ FROM PERPENDIClLAR.
e ShH-t 1 of 1 JJroIling No..
C=Jor ~D HIL II} Inc. Sccie 7/32': l' \JL
F"IRESTOP SYSTEMS TulsG., Dldo.nOMo. USA (918) 252~6000 JJatg Aprll 7, 2003 2128e
-- -- - - - - -,~ ~_.... .~..... ~_..,,--. ..-_ _'-JI''''''' _.__ r'~
Ul SYSTEM NO. C-JJ-2014
PlASTIC PIPE THRDUGH HOLLDV-rIRE CONCRETE Fl.ODR ASSEMBLY
f -RA TIN6 = 2-I-R !
T -RATING = 2-+R.
~
=
N
...,
1lP VIE\i SECTlIW A-A ~
u
.... ....
2
" .. '. ~. .' '
, ' ,l.d 1 ' '4' I I.. .
/ .. , . I :'4.,' . '''''.
" . 4", .
'. I: :. I l: . I. ,I .:. I . 1.0 .
A '4 1 '. " I. ....1... . I' I". {" I -- '. ' I' A
1.1'" ' I."., :> 1 ,.. ". J " .' .s ,
. '1.1 ~ .,"1 I.. . : ," --, " ." ..,. ':
O'
../ "t:"" L r'. r.- . .'
.' .
" .'. 6 ,'4 "'.
",/ ,1.1.' ,..1 l'<l- .l.-f' ... .
.4, "'
"I'" 'I .. - , -- ..I" i" 1,-.. . .
I , ~ I..{ "I fl.. I-' ' . '. .'
'1'21. I" 14 ~ .1", ':' - 1 .. J<I, . I.' .~._...:t..... .~.. .;:
. ,I ,,' .., .' + '. I.. ~ " t I.' .. I' ..
t '1.1,1 1''1- '1"
",. " '"..,""
.. ., I ' .
,j, ' , t .... r , . '.. ,: I'.. ' I," 'I " '
:1 'J. .. . I. ,I ',I .. .I, . ' ... I
. '4 ' , '~ -
I. ANY tl./ULC ClASSIFIED PRE -cAST HClUl'J CORE ClKRETE FUIR ASSEHBI.. Y <MIN. 8" THIOO
(2~ f"1RE-RATIMi).
2. PENElRA TIMi ITEM m BE r:N: or TIE F1l.IJJVINj J
A MAXDUt 2' NfJIINAL DINCfER PVC PLASTIC PIPE (SCfDULE 40) (cr! IllAR DR am
CORD (CLOSED PIPING SYSTEM>.
B. MAXlHtJt 2' NIJIINAL mNETER CPVC PlASTIC PIPE <SUR 13.5) (CLOSED PIPING SYSlDO.
C. HAXDUf ~ fOIlNAl DINETER RHC (RIGID NDNHETALUC CIJOJUIT).
3. MINIMUM I" THICKNESS MKRAl Wl. CHIN. .. Per DENSITY> TRiiTl Y PACKED AND INSTAU.ED
flUSH WITH llE BOTTOM stWACE [F THE f1JIIR.
4. MINIMUM l' THICKNESS MItUAt. \lOll. OON. 4 Per DENSITY) TlGm. Y PACICED AND RECESSED
fROM nE TOP stR"Ac[ IF THE ASSEMBlY m ACCIJKJDATE FlRESTtlP SEILANT.
5. MINIMUM V4' JEPTH tm..n rs-OI: INTUflESCENT FlRESTlF SEALANT.
6. MINIMUM V4' lEAD HD..IT fS-(M INTUMESCENT FlRESTDP SEAlMT AT POINT OF atffACT.
~ ttITES I L IIAXlIUIllIAIIETER IF lI'EllJNj = 4', I
.. . i!. NftU.R SPACE = MlNMJM 0'. HAXIIUII-5I8', ,
Sheet 1 of 1 hrilg No.
C=JDD~DG) HIL It Inc. Sate 118' " l' CBJ
~IRESTOP SYSTEMS T utsu, [JdQhorm USA (918) 252-6000 ])Q ~ Jui .. 2003 2014b
y 14,. .
- _... ___ - - - "'" _. ......... - ..... ......... 'VlIiW' I....... 'YI' ,- 11".... - - - "-I' I "" ""'" rr. -.-
Ul SYSTEM NO. C~BJ"2012
PLASTIC PIPE THROUGH HOLLOW CORE CONCRETE FLOOR ASSEMBLY
F"RA TING = 2"HR. :g
T-RATING = 2-HR. ~
~
.:0
TOP VIEW SECTION A-A 5
~ y ~
lD
()
'"
.,'4 '4
4' " <1. <!l 4.
4 '
A '.q ._ <1:.6, A ,
l 4: ~(S)rc1. ...... ... J 4 .0' . .. ~.o4',.4, -
U4 '8 '. .
. "
~-' <I " ,~
.:I _ _ ",
, ~./l ",
4 ~./l
1. Ul CLASSIFIED PRE-CAST HOLLOW CORE CONCRETE FLOOR ASSEMBLY (WN. 8" THICK) (2-HR.
FfRE-RATING).
2. MAXIMUM 5'. NOMtNAL DIAMETER SHEET METAL SLEEVE (MIN. 28 GA.) HAVING A MINIMUM 1"lAP
ALONG LONGITUDINAL SEAM. SLEEVE TO BE INSTALLED FLUSH WITH BOTH SURFACES OF FLOOR
(SEE NOTE NO. 4 BELOW).
3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEe NOTE NO.3 BELOW).
A. MAXIMUM 4" NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOlID CORE).
B. MAXIMUM 4" NOMINAl DIAMETER CPVC PLASTIC PIPe (CLOSED PIPING SYSTEM OHL Y).
4. HIL n CP 648E WRAP STRIP (NOMINAL 314ft THICK x 1-3/4" WIDE) CONTINUOUSLY WRAPPED AROUND
THE OUTER CIRCUMFERENCE OF THE PlPE, COVERING ONCE, WITH ENDS SUITED AND HELD IN
PLACE WITH TAPE. WRAP STRIP TO BE DOUBLE..sTACKED AND SLID INTO ANNULAR SPACE, SUCH
THAT 1/T' EXTENDS BEYOND BOlTOM SURFACE OF FLOOR,
5. MINIMUM 1/4" BEAD HIL n FS-ONE INTUMESCENT FIRESTOP SEALANT APPlIED AT WRAP STRlPI
CONCRETEINTERFAC~
6, MiNIMUM 1/4" DEPTH HILTI FS-ONE INTUMESCENT ARESTOP SEALANT FLUSH WITH TOP SURFACE
OF FLOOR.
NOTES: 1. MAXIMUM DIAMETER OF OPEN'NG = 5",
2. ANNULAR SPACE = NOMINAL 1/4",
3. CLOSED OR VENTED PIPING SYSTEM (PVC = SCHEDULE 40~ CPVC = SDR 13.5).
4. SHEET METAL SLEEVE MAY AlSO EXTEND 1/2" BELOW THE FLOOR.
II> Sheet 1 of 1 Dlawing No.
I fL--Jlon SiJ-=1D H!LTI, Inc. Scale 5132"-1" CBJ
Lr---LJ '-==1 Tulsa. Oklahoma USA (918) 252-6000
, FIRESTOP SYSTEMS Date MAY 11, 2015 2012b
i Saving Lives through Innovation and Education I
UL SYSTEM NO. C-BJ-2011
PLASTIC PIPE THROUGH 2.HR. CONCRETE FLOORJWALl OR HOLLOW CORE
CONCRETE FLOOR ASSEMBLY 1.0
R
"""
F-RA TlNG = 2-HR. 1.0
0
.ri
T-RATlNG = 1-112-HR. .....
re
TOP VIEW SECTION A-A C6
u
.... '"
:4 . ~. -
: ,<I; 4 4. "!1
A A A
'<(f ..,:..0 .
l ,.4....< ~~ . . : ,4
.:I 0
0
. '",.., . . . <t. "
, '., , .' ~ ,4 "
, .., " , 4
..' . . . . ,
" i'
'.
<:
~". -
.~ IJ tP " ..,
4 . , ,4
, .
1. CONCRETE FLOORASSEMBLY(2-HftFIRE-RAl1NG):
A. UGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL ASSEMBLY (MINIMUM 8" THICK).
B. ANY UL CLASSIFIED PRE-CAST HOLLOW CORE FLOOR ASSEMBLY (MINIMUM 8" THICK).
2. PEHETRA TlNG ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE NO.3 BELOW).
A. MAXIMUM 3" NOMINAL DIAMETER PVC PLASTIC PIPE (CEllULAR OR saUD CORE).
B. MAXIMUM 3" NONIIH-Al. DIAMETER CPVC.PLASTlC PIPE (CLOSED PIPING SYSTEM ONLY).
3. HfL TI CP 648E WRAP STRIP (NOMINAL 311611 THICK X 1-314" WIDE) CON1lNUOUSL Y WRAPPED AROUND
THE OUTER CIRCUMFERENCE OF THE PIPE, COVERING ONCE, WITH ENDS BUTTED AND HELD IN PLACE
WITH TAPE. WRAP STRIP TO BE SUO INTO ANNULAR SPACE, SUCH THAT 112" EXTENDS BEYOND
BOTTOM SURFACE OF FLOOR (SEE NOTE NO.4 BELOW).
4. MINIMUM 1/4" BEAD HfLTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT WRAP STRF!
COHCRETEINTERFAC~
5. MINIMUM 1/4" DEPTH HIL n fS..QNE INTUMESCENT FfRESTOP SEALANT FLUSH WITH TOP SURFACE OF
FlOOR.
NOTES: 1. MAXIMUM DIAMETER OF OPENtNG = 4"'.
2. ANNULAR SPACE = NOMINAL 1/4".
3. Cl.OSED OR VENTED PIPING SYSTEM. (PVC = SCHEDULE 48, CPVC = SDR 13.5).
4. AS AN ALTERNATE TO HIL 11 CP 648E WRAP STRIP ON 3D DIAMETER PIPES ONLY,
HJL n CP 6488/3" WRAP STRIP MAYBE USED. WRAP HlL TI CP 648S WRAP STRIP
AROUND CIRCUMFERENCE OF PIPE AND HOLD IN PLACE WITH INTEGRATED TAPE.
WRAP STRIP TO BE SLID INTO ANNULAR SPACE, SUCH THAT 112" EXTENDS BEYOND
BOn-OM SURFACE OF FLOOR.
~ 1 af1 DralWig No.
C=JD~~D~
HILT!, InC. Scale 5132" = 1ft CBJ
Tulsa, Oklahoma USA (918) 252-6000
FIRESTOP SYSTEMS Date MAY 17,20115 2011b
Saving LilieS through Innovation and Education I
_....... ...... __'1_-. f r,- t,;,JDv ~U"Ou f" C
--- -- --'" --I
UL SYSTEM Nl V-l-2406
PLASTIC PIPE THR[]UGf I-HR. OR 2-HR. GYPSUM VALL ASSEMBLY
F -RA TING = 1-f1t [R 2-HR. :a;
a.
T -RATING = 0, 112, [R 3/4-Ht ~
fRONT VIE\{ 1 2 SECT~ A-A ~
.... ~
A<Jg
A <:J=::=1
t GYPSlIt VAll ASSDfBlY <<J.. ClASSIf1E]) 0300 DR (HOO SERIES) <1-HR, rR 2-HR. FIRE-RATJMi)
(2-HR. SHDVN).
2. CNOT HMD. WIlJD STUDS m aJNSIST IF tOfINAL 2' x 4' llIDER. srm STUDS m BE
MINIMUM 3-112' VIDE.
3. PENETRA TJJ<<j ITEM TO :BE IH: or TtE f11.lDWlMi r
A. MAXI...... 6' OM DIAtETER PVC PLASTIC PIPE (CELLUlAR [R Sll.m CORE).
B. MAXI..... 4' fOIINAL. DINETER ADS PlASTIC PIPE CCELllUR OR SIllID CIJD
C. HAXDUf 6' tOUNAl DIAtIJ'ER CPVC PlASTIC PIPE (CUlSED PIPKJ SYSTEM>.
<t. Hll TI CP 648 S fIRESllF VRAP STRIP WRAPPED ClWTINDJSl y AfUftD CIRaJMfERENCE Of
PIPE AND SECURED IN PlACE VITH ~A TED FASTENNi TAPE, SUCH lliAT THE WAP STRIP
PRDTRUDES 1/8' FRDN VALL SURfACE.
5. MlNDUf V4' DEPTH HIlTl F"S-DNE JNTtJrCCEHT F1RESl1P SEAlANT <lFTIDNAl IN I-HR. WALLS
ON PIPES 4' [R SMALLER>.
6. HINIMtM V 4' BEAD HR.. n FS-IK INTlIESCENT FIRESTDP SEAlANT AT WAP STRIP IGYPSlJ4
VAll ootRFACE <<PTIIJNAL IN I-fR VAllS ON PIPES 4' ~ SMAU.ER>.
NllH1NAL TYPE PRDOOCT HAXDUt DJAHElIR AtfU.AR SPACE
PIPE mMETER llF PIPE DESCRlPT1DN [F/JPENINi MINIJUI HAXIIUt
1-112" All CP 648S - 15' 2-318" 3/16' 5/16"
2' All CP 648S - 2' 3' 3/16' 5116'
3' ALL CP 64BS - 3' 4' 3/16' 5/16'
4' AlL CP 64BS - 4' 5- 3/W 3/8' 112'
6' PYC AND CPVC CP 648S - 6' 8' 9i161 13/16'
[ I(JTE I ClIISED DR VENTED PIPJNj SYSIDI. <PVC. .us, '" SOUlE 40. CPVC '" SlIR 13.5). i
C==:JDfl ~D~ HILT!, Inc. Sfwt 1 of' t hlli1g Nc,
Scolt! 3/16";: 1"' \lL
F"IRESTOP SYSTEMS TulsCl, OI<to.OOfl'tll USA (918) 252-6000 lJajp Ap,.. 29, 2004 2406a
<
c.:
t.4 -'t---
r~~ ,1" Design No. U438
>~ ^,
"C.J<. <_ 'NaU HR.
^~ '.-. ~t~
-< J,- ^" --__ 0[
.",-1 :~ -_:
:t-
;
L--
~)
-" - HORZ, SECTION 't
'-
-' if
, CEILING , '
~ ~ 1 ~-
4 ~,...
.............
.'" ',,'
::::- .. ..
.. , .
~ - .:; !
I
~ ! . ~ .3 .-::....,.....-..
FLOOR
L floor and Ceillng Runllers-nJ"-shaped runner, 2-1/2 in. wide
uneoual leas of '1 In. and 2 in., fabricated from 24 M:;G galv s
'--:=/ Runners positioned with short leg toward finished side of walL Rur
attached to structural supports with steel fasteners located not gn
than 2 in. from ends and not greater than 24 in. Oe.
FIRE RESISTANCE RATINGS - ANSI/UL263 {BXUV)-Continued
-:_~"> 2. Steel Studs-"(-H"-shaped studs. 2-1/2 in. .Nide by in. d.
fabricated ITom 25 MSG ga[y steeL wt to lengths 3/8 to in. less t
fI,Qcr to ceiling height and spaced 24 in. or 600 mm DC.
lA. Steel Studs-(Not shovm)-"E"-shaped studs installed in plaCE
"C-H"-shaped studs (Item 2) to secur!" the closure liner panels at the (
of walls_ fabricated from 25 MSG galv steel, 2-1/2 in. wide, with onE
1 in. long and h<.'o \1'9S 3/1" in. tong. Shorter legs 1 in. apart to en(
gypsum liner panels_ (ut to lengths 3/8 in. less than floor to ce:
height. Sill and lintel of opening formed with "J"-shaped runners (.
1) secured to "E"-shaped studs \'1ith angle clips and steel screws.
,~J1 3_ Wallboard, Gypsum * -1 in. thick gypsum wallboard liner panets, SUPl
in nom 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in.
tv 1 in length than floor to ceiling height. Vertical edges inserte,
~0~ "H"-shaped section of 'C.W studs. Free edge of end panels attache
VA f'(r> long leg of7-runners with 1-5/8 in. long Type S self-drilling, self-tap
~ " bugle head steel screws spaced not greater than 12 in. Oc.
Canadian Gypsum Company-Type SLX,
United States Gypsum Co.-Type sue
Yeso Panamericano SA de C\I-Type SLX.
4. WaUboard, Gypsum"-1j2 in. thick, 4 ft. or 1200 mm (for m
spacing) I',~de wallboard appliel:L\lertically in two layers. Inner or
layer attached to studs with 1 In. long Type S self-drilling, setf-ta~
bugle head steel screws spaced 24 in. OC along the edges and in the
of the boards. Outer or face layer attached to studs and "J"-runners
'1-5/8 in. long Type S self.drilling, self-tapping bugle head steel $(
spaced 12 in. ;:\[009 thE edges and in the field of the boards, $tag~
from screws in inner layer, Joir;+,s between inner and outer [;
--, staggered.
...-/ ; Outer layer joints Covered with paper tape and joint compound, Exp
screw heads covered 1/,'ith joint compound.
As an alternate method. inner wallboard layer applied vertically, (
wallboard layer applied horizontally. Inner layer attached to studs
1 in. Type S steel screws spaced 24 in. OC along \,ertical edges and ii
field. Outer tayer attached to the studs and "J" runners over the .
layer ,,'ith '1-5/8 in. long Type S self-drilling,. self tapping bugle
steel screws spaced 12 in. OC in the field, along the vertical edge,
to the floor and ceiling runners. Outer layer secured to inner
wallboard with 1-1/2 in, long Type G steel screws located m i
between studs and.1 in. from the horizontal ioint.
American Gypsum Co.-Type AG-L "
Boral Gypsum Inc.-Type BG-C
Canadian Gypsum- (ompany~Type C or V1RC.
(elatex Corp.-Type FRP.
ContinentaL Gypsum Company-Types Cf-e. CG5-5, CGTC-C.
._-..~. ___.. .__~___.O"~> G-P Gypsum Corp.-Type 5.
James Hardie Gypsum Inc.-Type !>lax'T".
Lafarge Gypsum, A my. of Lafarge Corp.-Type LGFC.C.
PaDco Gypsum Co.-Types PG-c'
Republic Gypsum Co.-Type RG-C
Standard Gypsum Corp.-Type SG-c,
'..\ Temple-Inland forest Products Corp.-Type TG-c'
~~ United States Gypsum Co,- Type C or WRe.
->--- Yeso Panamericano SA de CV- Type C or WRC
4A. WaUboard Gypsum*-(;is an atternate to Item L) -5/8 in f-r-!1r-k
....--\ /l / wide, .Attached as described in Item 4. ..." -, <>,- ,-" '- .,
-:::;J.......
" Ii / 4~v- Canadian Gypsum Comfjany-Type AR, IP-Xl, SCX Dr V!RX.
;./ I" United States- Gypsufn (0.- Type ARt IP-Xl, sex Dr 'NRX.
- / Yeso Panam~ri'ano SA de CV- Type ~Jt If-X.l, sex Dr WRX.
.- 5. ~,~;;\~,~ ~;2~~:i~~~~~;~~~fut\,~~ts~~~Y~.~~-;Mineral wool or {
.
~H_SS tl>-i..... bal.... 1!fi:::~~enoi.. Dean'Wa the UL Ctass1hc:::"nr -- to
Rests:tance. --" ~ . '_........lv ! C~ _\
the Ul CL?:ssincatiCHl !n~af"k!n;;
~._'~.....,--'"-.~~~-,~"
.-~~.,-~-
W~'v ~ '9
--- ~ ~---~---~.....---.-, .-~-~
"
Des;gn No. U4~
Nonbearing WallR.1ting .1 HR.
@ @ @
lh t: :r:Z '-~ -.~
.~:. ~~__ .<' {- ... "_L<~~'~~U~I~[_. __~.)~Lr; ~.~_ !ti
@ @
I FloQr and Ceiling Runners - (not shown) - Channel shaped runners.
3-5/8 in. wide (min), 1-li4 in. legs, iormf'd from min No. 25 MSG (min No
10 WlSG when Item 4C is used) gal" steel. attached to floor and ceiling with
fasteners spal'ed 24 in. OC max.
2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), H! -1 in, le~s. 3/8 in.
{,,!df'd b.1d retums, iormed from min No. 25 l"fSG (min No. 20 Iv SG when
Item 4C i$ used) gal\' 5t"",1 spaced 24 in. OC max,
3. Balts and Blankets' - (Optionan - Mineral wool or glass fiber ball~ par-
tially or romtetely tilling stud ca,ity.
See Batts an Blankets (BZ]Z) C'ategOl}' for lIames of Classified companit"S.
4, Wallboard, Gypsum' - 5/8 in. thick, 4 ft wide, attachf'd to sled studs and
floor and ccilin~ack with I in. lool? Type 5 steel screws ~acl'd 8 in. Oe.
"long edges of rd and 12 in. DC In the field oi the boa . Joints oriented
vettically and staggered llll op/::ite sides uf the assembll'. When alt<ldled to
Item 6 (t.,unn!> channel,), wail. rd is ,crew attached to furring channels
with 1 in. lo~ 1N 5 steel sm,'ws spaced 12 in. OC.
AME C GYPSUM CO-Type AG-C
CANADIAN GYPSUM eOMPAl'-.'Y -Types AR. C. !P-X2, sex,
5HX. WRC or W"RX.
CELOTEX CORP-Type 1.
CONTINENTAL GYPSUM COMPAl\'Y -Types CG-C, CG5-5.
CC6-6, CG9-9, CGTC-C
G.p GYPSUM COR~ sun OF
GEORGIA-PACIFIC CORP -Types.5. 9, C GPFS6.
JM1ES HARDlE GYPSUM INC -Type BG-C.
LAFARGE GYPSUM, DlV OF .
LAFARGE CORP-Types LCFa, LCfC2A, LGFC6, LG~~w of 111JS
LGFC-C .. . -1'31e or
NATIONAL GYPSUM CO-TYpes FSK-G. F5W-G, ,<
NATIONAL GYPSUM CO-Type FR or WR.
PABCO GYPSUM, DIY OF
PACIFIC COAST BUILDING PRODUCTS INC- Type PG-C
REPUBLIC GYPSUM CO -Type RG-C
STANDARD GYPSUM L L e -Type SG-c.
TEMPLE. INLAND FOREST PRODUCTS CORP-Tvp;; TC;"C.
UNITED STATES GYPSUM CO -Iype AI{, C, H<X-<::;, IP-Xl.
sex, SHX, WRC or VVRX,
YESO PANAMERICANO 5 A DE C V -Type AR. C. !p-;.;:!.
SCX, SHX, WRC or WR..X.
WESTROC INC - T):re \Vestrnc Fire'hoard
-i,A. Wallboard, Gl'Psum' - (As ,10 altem,1!\? to Item -1) - N,)m 3/.1 in. thick,
it. ,,-ide. instal ~>d as described in Hem 4 with "-'Tel\' length increa,,<,d to
:no
CANADIAN GYPSUM COMPANY -TIT'" Aft
UNITED STATES GYPSUM CO -Type AR,
- YESO PANAMERICA,\10 5 A DE C V -Type AR.
4C Wallboard, Gypsum' ~ (As;m alternate to !tern 4, 4.-\ and 48)- 51~ in_
thick g"fhum pam'ls, instafled as describt>d in Hem -1 with T}r~ S-12 stwl
'Cfl'WS. he length .md sp.1ctn~ oi lhe &.'Tel\'S as 5jX'Cified urn. er Item 4_
C.A.r---JADL\N GYPSUivl COn'IrAt~{ -1~1"'i.~ FRX_
UNITED STATES GYPSUM CO -Tvpe FRX,
5. Joint Tape and Compound - \'ind. dry or remixed ioint compound.
o1ppIied in thTI coats !o ~)jnfs and S-f.-n;\\-' het1( s; paper tape! :: in. widl' ,
c.~mbl~de-d in fir..;{ L1;:l;r lJf compound o\,('r aU ~.inl~_ A...<; an a1temah? nom;-
r:'al 3l}2 in. ~~ick gYr.~U~l \~eneer rld~ter nlav b~ ,1rrFf'd j(i Ih.'> ."ntin. "tH-
race ot ClassltIed \'€Ot:t'f b3sebo~lrG. Jomb ;>:lnhir{~'Q
Co, ~r~~~I;,~~~~~~j ,:',(,3P:;~~~::,::t~~~;:o~~n!~-,.-~~~~,:;~t"~;"~i~";:' ~:i,~~~;d!,,'
-?ath inte-TSe'Cting stud w!L~ 1 j:2 ifL long t:,'F :::-12 p-an}t-ead ;feet 5cre1-\'S. !\~1
tl,r US<' with Type FRX gypsum rands.
-..... "-- - .L - r n rL-:.<:,;<.;frc-Ation j\'1Jrkin~
Page 1 of 1
Todd Morley
From: weberarchitects. com/nw [nw@weberarchitects.com]
Sent: Tuesday, October 04, 2005 9:34 AM
To: 'Todd Morley'
Subject: Country Inn & Suites
Todd. ..
The contractor would like to change the wall type 8 to the attached UL #U465.....it is a 1 hour
rated system and works with the 6" studs being used at the exterior wall. I talked to US
Gypsum and they suggested this wall type....
Please let me know itther,.e is any problem with it.
Thank you!
Neil Weber, AlA
Weber Architects & Planners
2280 Watertown Road
Long Lake, Minnesota 55356
(952)476-4434
nw@weberarchitects.com
10/4/2005
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434. Fax 952.476.5863 . nw@weberarchitects.com
6 December 2005
ARCHITECTURAL ADDENDUM A-7-Country Inns & Suites, Cape Canaveral,
Florida
This addendum shall be added to and become a part of the original plans and
specifications. All items shall be as originally specified or drawn, unless
specifically amended by this or subsequent addenda.
CHANGES TO DRAWINGS;
The following items are a result of discussions with the City of Cape Canaveral
Building Inspection Department and are to become part of the construction
documents. They relate to the construction drawings and the areas of drawings
which they relate are referenced in the description of the changes itemized.
The items are as follows;
1. EXTERIOR WALLS;
Alteration of the exterior wall construction (Wall type B) will be done to
change the interior side of the wall to two layers of 5/8" type x gypsum
board with no vapor barrier and wall insulation of un-backed fiberglass.
This alteration does not affect the thermal performance of the wall and
therefore does not affect the energy code. Penetrations passing thru the
wall shall be fire caulked but other fire caulking will not be required.
2. ELECTRICAL ROOM #1153; (between the small meeting rooms)
Electrical Room door (151) of room #1153 (listed as a storage room on
architectural documents) shall be keyed the same as the corridor #153 as
to not restrict entrance to the room.
3. ELECTRICAL ROOM #1109;
The door (#122) to the room shall be reversed to swing outward and panic
hardware shall be installed. This is required due to the amperage of the
panels and not having a clearance of 6' in front of the panels.
4. WALL TYPES;
The wail type's 1iA 1.5 will be clarified as an as built document at the end
of the job.
CHANGES TO SPECIFICATIONS;
None.
I hereby certify that this addendum was prepared by me or under my direct
supervision and that i am a duly licensed Architect under the laws of the State of
Florida. I
/0""1
/ /4 (/111 II
- //1 d / I III /I?
f //f;t1J I/[I,{;M ~
J"V - -
Neil Weber, AlA
Reg. Number AR0017512
F::';URE 1403.2 -1403.3 EXTERIOR WALLS
tary, Sections 1404.2 and 1405.3). This section does this chapter must also comply with the requirements of
not, however, contain a prescriptive requirement for the the International Energy Conservation Code (lECC).
means of drainage to be provided. The method to pro- This requires that wall cavities be protected from mois-
vide the means of drainage is a performance criterion ture infiltration from the building interior through the use
and must be evaluated based upon the ability to allow of a vapor retarder (see Figure 1403.2) or by the ventila-
moisture that may penetrate behind the exterior wall tion of the wall cavity.
covering to drain back to the exterior. This may be as
complicated as a rain-screen pressure-equalized type
of exterior assembly or as simple as providing disconti-
nuities or gaps between the surface of the substrate and
the back side of the finish, such as through the use of
noncorrodible furring.
For common types of construction, such as vinyl sid-
ing or brick veneer, the typical practice of installing /WEATHER-
building paper and weeps will comply with the intent of RESISTANT
this section. Discontinuities between the exterior cover- COVERING
ing and substrate must be such that they encourage the WATER-
flow of moisture via gravity or capillary action to a loca- VAPOR RETARDER RESISTIVE
tion where the water may exit, such as at flashings and BARRIER
weeps. The absence of a means of drainage may result
in the accumulation of moisture which becomes trapped INSULATION
between the finish and the substrate. Over time, ex-
tended exposure to moisture may contribute to the deg-
radation of the finish, building substrate or even the
structural elements of the exterior wall. IF UNCHECKED, MOISTURE VAPOR MOVES
Exception 1 states that where the exterior wall enve- FROM HUMID INTERIOR OF HOUSE
lope is designed and constructed of concrete or ma- TOWARD COLDER EXTERIOR, CONDENSING WITHIN
sonry materials in accordance with the requirements of SIDEWALL WHICH CAN CAUSE FINISH AND
Chapters 19 and 21, respectively, the water-resistive INTERNAL DETERIORATION PROBLEMS.
barrier and means of drainage may be omitted. This is NOTE: IN SOME CLIMATES THIS PROCESS OCCURS IN
because the penetration of moisture behind the exterior REVERSE, WITH THE MOISTURE VAPOR MOVING FROM
wall finish is not detrimental to concrete and masonry THE EXTERIOR TOWARD THE INTERIOR.
substrates.
Exception 2 permits the use of exterior wall finishes
which do not meet the prescriptive requirements of Sec- FIGURE 1403.2
tion 1403.2, provided that the system, with penetration TYPICAL WOOD STUD WALL CONSTRUCTION
details, is tested for wind-driven rain resistance. The
test specimen(s) must incorporate those penetration 1403.3 Vapor retarder. An approved interior noncorrodible va-
and termination details intended for use and the system por retarder shall be provided. Vapor retarders shall be tested in
will be limited to use with those details that successfully accordance with ASTM E 96.
pass the test. The minimum panel size specified repre-
sents that which is commonly used in testing to ASTM E Exceptions:
331; however, this does not preclude the testing of 1. Where other approved means to avoid condensation
larger panels if desired. The modifications to the test and leakage of moisture are provided.
pressure differential and test duration are intended to 2. Plain and reinforced concrete or masonry exterior
represent more closely conditions that will be encoun-
tered in service. The pass/fail criteria is based upon the walls designed and constructed in accordance with
visual observation of moisture on the rear side of the Chapter 19 or Chapter 21, respectively.
'vvall assembly. In cavity-type assemblies, such as stud .:. Vapor retarders are intended to prevent the movement
walls,this requires the observEltion otlocations sl,.lchEls oLmoisture-laden air from the warm side of the wall to
the rear face of the exterior wall sheathing and wall the cold side. The IECC requires that a vapor retarder
framing members for the presence of moisture. The test have a maximum rating of 1.0 perm when tested in ac-
method is intended to assess the performance of the cordance with Procedure A [Desiccant Method at
method(s) intended for use in sealing the interface be- 73.4 0 F (230 C)] of ASTM E 96. The material used for the
tween the termination of the exterior wall finish and the vapor retarder must be resistant to degradation from
penetration items or abutting construction. The test is moisture in order for it to be effective over the expected
not necessarily intended to test the performance of the life of the buiiding.
mmAtr~tinn itAm Water vapor flo'vv through interior finish materials into
r-.---.--...v..-....
Walls designed and constructed in accordance with a wali cavity can result from the iack of or improper in-
14-4 2000 INTERNATIONAL BUILDING CODE@COMMENTARY
E~'nERIOR WALLS 1403.4 -1404.2
stallation of a vapor retarder on the warm-in-winter side P2, or decay-resistant heartwood of redwood, black locust or ce-
of the insulation. The water vapor can then condense dar.
when it comes in contact with a colder surface, resulting
in an accumulation of moisture in the wall cavity. The +:+ Flood-resistant construction of exterior walls requires
prolonged presence of moisture can eventually lead to special consideration. Construction materials used in
the degradation of both the structural and thermal re- exterior walls of buildings that are located in flood haz-
sistance properties of the wall assembly. It must be ard areas must be resistant to the effects of flooding.
noted that in some climatic areas, the dynamic of vapor Some of the properties these materials must posses in-
drive is reversed, such as in hot, humid locations. In ar- c1ude resistance to prolonged contact with water, the
eas where the wet-bulb temperature is 6rF (19.4 oc) ability to be cleaned and disinfected after the water re-
ar higher for 3,000 or more hours during the warmest six cedes and negligible loss of physical properties after ex-
consecutive months of the year or 730F (22.80C) or posure to water. Additionally, systems must possess
higher for 1,500 or more hours during the warmest six structural strength to resist the hydrodynamic and im-
consecutive months of the year, the vapor retarder pact forces related to flooding. Wood construction mate-
should not be placed on the interior side of the exterior rials in locations below the base flood elevation are re-
wall (refer to the IECC). Under these climatic conditions, quired to be resistant to decay and exposure to water
the main source of moisture-laden air is the exterior en- (see the commentary to Section 2303.1.8 for more dis-
vironment, which is driven toward the cooler, drier air in cussion on preservative treatment of wood). Appendix
the il1terior of the. building. G contains requirements specific to construction within
areas that are prone to flooding.
1403.4 Structural. Exterior walls, and the associated openings,
shall be designed and constructed to resist safely the superim- SECTION 1404
posed loads required by Chapter 16.
MATERIALS
+:+ Exterior walls and their associated openings are re-
quired to resist all structural loads in accordance with 1404.1 General. Materials used for the construction of exterior
the provisions of Chapter 16. This section is a correla-
tive cross reference to emphasize the applicability of walls shall comply with the provisions of this section. Materials
Chapter 16. not prescribed herein shall be permitted, provided that any such
alternative has been approved.
1403.5 Fire resistance. Exterior walls shall be fire-resistance +:+ Section 1404 contains performance requirements and
rated as required by other sections of this code with opening pro- detailed installation specifications for a number of com-
tection as required by Chapter 7. man materials used in or on exterior walls of buildings.
+:+ The required fire-resistance rating of exterior walls is set Reference is made to the applicable chapters that con-
forth in Tables 601 and 602. Table 602 is applicable to tain additional requirements. These chapters should be
both load-bearing and nonload-bearing walls, since it reviewed by the reader.
addresses the prevention of fire spread from one build- It is not the intent of the code to prevent the use of any
ing to an adjacent building. Load-bearing walls must material that is equivalent in performance to those spec-
comply with the greater of the requirements in Tables ified in Section 1404.
601 and 602, based on the type of construction of the
building. The size of openings in exterior walls is limited 1404.2 Water-resistive barrier. A minimum of one layer of
to prevent the spread offire to other buildings. The com- No. IS asphalt felt, complying with ASTM D 226 for Type I
mentary to Section 704 should also be reviewed when felt, shall be attached to the sheathing, with flashing as de-
designing exterior walls. Trim on exterior walls is regu- scribed in Section 1405.3, in such a manner as to provide a
lated by Section 1406. continuous water-resistive barrier behind the exterior wall ve-
The allowable size of openings in exterior walls is tab- neer.
ulated in Table 704.8. Section 714.3.7 specifies the re-
quired fire protection rating for opening protectives +:+ Many exterior veneers provide weather resistance but
when required by Table 704.8. Where fire-resistance may allow either penetration of water through joints or
rating is riot required for the wallaild unprotected open=- seams or the development of condensation to occur be-
ings are allowed, the glazing and the sash or frame may hind the veneer. To increase the weather resistance of
be of any materia! permitted by the code. the wail, a layer of asphalt felt is required to be installed
over the wall backing. The felt layer and the flashing
1403.6 Flood resistance. For buildings in flood hazard areas as provide a water-resistive barrier behind the exterior ve-
established in Section 1612.3, exterior walls extending below neer. Section 1403.2 allows for the omission of felt
the design flood elevation shall be resistant to water damage. where it can be shown that the presence of moisture will
,x/ood shall be pressure-preservative treated in accordance with not be detrimental to the exterior wall envelope (see
~A.V.;p~;\ Cl; C2j C3, C4, C9; CIS; CI8, e22, C24, C28, PI and commentary, Section 1403.2).
2000 INTERNATIONAL BUILDING CODE@COMMENTARY 14.5
~ 21 ~~ ~ ~
architects & planners
2280 Watertown Road, Long Lake, MN 55356-9419
952.476.4434' Fax 952.476.5863 . nw@weberarchitects.com
TRANSMITTAL:
DATE: \1- ~ ~
TO: 1Ni ~
~.. e!Ai>>J
FROM: Weber Architects & Planners \
SUBJECT: ~.~. .~. .u;.,. J ~g
WE fRANSMfftHE f=OLLOWING: .. 7
~t1 ~~~ ~~ ~s
~ ~rWr~!
INSTRUCTIONS:
rkiA Wd~
Neil Weber, AlA
Weber Architects & Planners
NetZero Message Center ~ Page 1 of3
$
\
I
: Tim Davis <tad@tadco-electrical.com>
"DENNIS CLEMENTS (Dennis Clements)" <clements-cape@cfl.rr.com>, <bburch12@netzero.com>, "DAVID ROTENElERGER (David Rotenberger)" w_____
: <D.Rotenberger56@earthlink.net> _ __ _ ...__ -_.~~--
: "Brenton Pirec" <BPirec@intermatic.com>, "Jon Payne" <JPayne@intermatic.com>,
: FW: Inn & Suites - Outlets Behind Beds
: Tue, Mar 28, 2006 05:05 PM "~---'---------------'-~'-~-----""""""--~~____~__N'__~__'____,~___~__~
-,--~----~>"-
: 1 Total File Size: 30K
Dennis,
Attached is the information you have requested from Intermatic. This product clearly meets the intent of the NEC and Intermatic would not
this unless the product did not meet a high standard that they manufacturer with. Please advise.
Tim Davis
from: Tom Schweiss [mailto:TSchweiss@intermatic.com]
Sent: Tuesday, March 28, 20063:15 PM
To: Tim Davis
Cc: Brenton Pirec; Jon Payne
Subject: RE: Country Inn & Suites - Outlets Behind Beds
Tim,
NEC Article 210.60 (B) states that "the receptacle shali be provided with a suiitable guard". The NEe does not state a specific test the unit must pass.
However, both eSA and UL required a crush test as part of our test program. I have attached sections of our eSA & UL files regarding this crush test
below. Please let me know if this is acceptable.
Best Regards,
Thomas J. Schweiss, P.E.
Senior Design Engineer
lntermatic Inc.
tel: 815-675-7768
fax: 815-6'15-7785
http://webmaila.netzero.net/webmaillS?block= 1 &msgList=OOOOOxGO&folder= Inbox&destF older= lnbox&command=print&msg:... 3/29/2006
NetZero Message Center Page 2 of3
-----Original Message-----
From: Jon Payne
Sent: Monday, March 27, 20067:02 PM
To: 'Tim Davis'
Cc: Brenton Pirec; Tom Schweiss
Subject: RE: Country Inn & Suites - Outlets Behind Beds
Tim
I requested the info we need this Monday AM. As of this evening I have not recieved the documentation. As soon as I get it I will forward it on to
you. And! will follow up with the engineer in charge in the AM.
Thanks
Jon Payne
[Jon Payne] : Jon Payne
Cc: TODD MORLEY (Business Fax); DENNIS CLEMENTS (Dennis Clements)
Subject: Country Inn & Suites - Outlets Behind Beds
Jon,
Thank you for talking to me and Dennis Friday concerning the Intermatic WP11 OOC covers, I heard again today from my project manager
with concerns about the WP1100C covers and the usage of this product to meet the NEC code article 210,60(b) as the product iis Iistled,
Please provide the requested information to the City of Cape Canaveral ASAP so we can keep moving forward, The hotel plans an
opening in April and time is of the essence. Thank you.
ioc
Confidentiality Notice: This e-mail contains legally privileged and confidential information intended
only for the individual or entity named within the message. Should the intended recipient forward
this message to another person or party, that action could constitute a waiver of the attorney/client
privilege. If the reader of this message is not the intended recipient, or the agent responsible to
deliver it to the intended recipient, you are hereby notified that any review, dissemination,
distribution or copying of this communication is prohibited. If this communications was received in
error, please notify us by reply e-mail and delete the original message.
http://webmaila.netzero.net/webmail/8?block= 1 &msgList=OOOOOxGO&uolder= Inbox&destF older= Inbox&command=print&rnsg:... 3/29/2006
MASTER CONTRACT: 151753
REPORT: 1231590 Page No: 1
PROJECT: 1665631 Date Issued: April 26, 2005
Crush Test UL514C sec. 56
Results: Satisfactory, the samples did withstand the crushing force of 400 pounds (1779 N)
Number of samples tested: One each WP 1100C, WP III OC, WP 1150C, WP 1220C, WP
1230C and WP 1250C Prior to testing each sample was conditioned for 7 hours at a
temperature of 900C
Crush Force: 400 pounds (1779 N)
Rate of Force: Yzin I min (12.7mm I min.)
File E142193 Page T16-1 of 1 Issued: 1991-09-13
New: 2004-02-25
TEST RECORD NO. 16
SAMPLES:
The manufacturer submitted representative production samples of nonmetallic flush
device cover plates, Cat. Nos. WP1030, WP1020, WP1100C and WP1100C molded from
Recognized Component plastic manufactured by Mitsubishi Engineering Plastics Corp., Type S-
2000 and Entec Polymers L L C, Type P1310LF1.
GENERAL:
Test results relate only to the items tested.
The following tests were conducted at the manufacturer's facility located at 7777 Winn Rd.,
Spring Grove, 1160081, under the UL Client Test Data Program, and witnessed by a member of
Underwriters Laboratories Inc., Engineering Staff.
The following tests were conducted:
Molded Stress
Resistance To Crushing
Resistance Impact
Flammability
The test methods and results of the above tests have been reviewed and found in
accordance with the requirements in the Standard for Safety for Nonmetallic Outlet Boxes, Flush
Device Boxes, and Covers, UL 514C.
Test Record Summary:
The results of this investigation indicate that the products evaluated comply with the
applicable requirements and, therefore, such products are judged eligible to bear UL's Mark as
described on the Conclusion Page of this Report.
Test Record by: Reviewed by:
David Gerstetter (Ext. 41733) Richard Fendrych (Ext. 42744)
Sr. Project Engineer Staff Engineer
Dept: 3018A NBK Dept: 3018A NBK
March 3, 2005
City of Cape Canaveral
Chief Building Official
Building Dept
P.O. Box 326
Cape Canaveral, FL 32920
Reference: THRESHOLD INSPECTION
Country Inn & Suites
Cape Canaveral, Brevard County, Florida
Universal Project No. 34034-001-01
Dear Chief Building Inspector:
TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape
Canaveral, Florida. Our inspections are being provided in accordance with our interpretation
of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues.
This report summarizes our services from February 15, 2005 through March 3, 2005.
Please feel free to contact us at (321) 638-0808 with any questions.
Best Regards,
l '0/,,/
~~/
/G K uegel E, C~
Attachments
Distribution:
Client: 2
1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN
55807
1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751
1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419
1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955
TLC - ENGINEERING FOR ARCHITECTURE
0-,',4 n:..__ n_..I_..__-' ,....____ 1'"""1 .....n................ ~rr.^r..
u! '"t U!AU!! DUU!~Vd.! U . vUt,;Ua, r L vLt1~L-;:)OUt1
Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986
COCOA DIVISION
874 Dixon Blvd
Cocoa FL 32922-5809
321-636-0274. Fax 321-639-8986
THRESHOLD INSPECTION REPORT
Project: Country Inn and Suites Field Report No: 021505
Permit No.: nfa Plans Examiner: nfa
Project #: 505022 Date: February 15, 2005
!Time: 9:00-11 :00 a.m. WeatherlTemp: -
Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) -
Present at Site: nfa Estimated % of Completion: -
Work in
Progress: -
1.........Il.~ 1..I.....n...."".....r-"""~
II J::IVI;:) 1I~;:)r-J::v I J::U;
Inspected today were concrete reinforcements.
1. Columns 151 Floor (14) C1 Columns - Col. Lines 9, 11, 13 G and at elevator walls. (4) C3
Columns - Col. Lines H&K/20 & 21.
2. Reinforcing was inspected for bar size, number of bars, barcap splice, spacing and size of
stirrups/ties. No discrepancies noted.
Also met with E.O.R. at his office and discussed project RFI's/Discrepancy Log.
ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS:
See Items 1 & 2 above.
I I
I
Items to Verify: Structural Drawing FG-4A.
Information or Action Required: nfa
Attachments: ni~/"""l"'ov'v"'U",J""l'\ I I ic:""f
L.JI..;t\..t'1 ~t-'c;u IVY L.-I.;:JL
Report By: Dwight Webster
Special Inspector: Gary C. Krueger, PE
Special Inspector #1 069
L:\2005-Jobs\505022-Country Inn and Suites\Threshold\021505a.doc Page 1 of 1
COCOA DIVISION
874 Dixon Blvd
Cocoa FL 32922-5809
321-636-0274' Fax 321-639-8986
THRESHOLD INSPECTION REPORT
Project: Country Inn and Suites Field Report No: 022405
Permit No.: n/a Plans Examiner: n/a
Project #: 505022 Date: February 24, 2005
Irime: 2:00-3:00 lWeatherfTemp: -
Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) -
Present at Site: n/a Estimated % of Completion: -
Work in
Proaress: -
ITEMS INSPECTED:
Inspected today were concrete reinforcements.
1. Slab on grade - Col. Lines L to T/from 1 to 11. At time of inspection no areas were complete.
2. There is also a question with regards to numerous electrical conduits in slab displacing concrete
which is to be placed.
3. The Engineer of Record needs to approve the configuration of conduit to be acceptable.
4. A reinspection is required prior to concrete placement.
ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS:
See Items 1, 2, 3 & 4.
I I
Items to Verify: Structural Drawing FG-4A.
Information or Action Required: n/a
Attachments: nicl'ro.n~nJ"'\J I iC"T
LoJ'lv,",,1 '"'tJU:1 I'-'Y L..lv\.
Report By: Dwight Webster
Special Inspector: Gary C. Krueger, PE
Special Inspector #1 069
L:\2005-Jobs\505022-Country Inn and Suites\Threshold\022405.doc Page 1 of 1
COCOA DIVISION
874 Dixon Blvd
Cocoa FL 32922-5809
321-636-0274' Fax 321-639-8986
THRESHOLD INSPECTION REPORT
Project: Country Inn and Suites Field Report No: 022805
Permit No.: n/a Plans Examiner: n/a
Project #: 505022 Date: February 28, 2005
Time: 2:30 - 3:30 WeatherlTemp: -
Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) -
Present at Site: n/a Estimated % of Completion: -
Work in -
Proaress:
iTEMS iNSPECTED:
Inspected today were concrete reinforcements. Slab on grade - Column Lines 1 through 10/from K to T
1. On Plans S-5, the thickened edges at slab perimeter show the #5 bars in slab mat having hooks 900
turned into FG-1/FG-3 beams. The mat in place has no hook bars.
2. Plans show an FG-3 grade beam at approx. col. Line M/1.5. This beam should have tied into the FG-2 at col.
Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have
been cut off and the top (3) are laying atop the poured FG-2. These discrepancies need response from
E.O.R.
ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS:
See Items 1 through 2 above.
Items to Verify: Structural Drawing FG-4A.
Information or Action Required: n/a
Attachments: Discrepancy List
Report By: Dwight Webster I ,1 /'
Special Inspector: Gary C. Krueger, PE /j '-A(~
Special Inspector #1 069/( I &!'V- ~ -I
I ~ " 'V .
L:\2005-Jobs\505022-Country Inn and Suites\Threshold\022805.doc Page 1 of 1
COCOA DIVISION
874 Dixon Blvd
Cocoa FL 32922-5809
321-636-0274. Fax 321-639-8986
THRESHOLDINSPECnONREPORT
Project: Country Inn and Suites Field Report No: 030205
Permit No.: n/a Plans Examiner: n/a
Project #: 505022 Date: March 2, 2005
Time: 2:30 - 3:30 Weatherrremp: -
Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) -
Present at Site: n/a Estimated % of Completion: -
Work in
Proaress: -
I.....r-...~ ....rt-.......,....,..r-I""\_
II I::IVIO:>> .....O:>>.-I::\" I I::U;
Inspected today were concrete reinforcements.
1. Slab on grade - Column Lines 1 to 8.25 from K to T.
2. Reinforcement was inspected for bar size, number and spacing of bars placement and clearance.
3. The 900 hooks were added to all reinforcing ends at perimeter beams.
4. Contractor Supt. Received verbal c-hange with regards to grade beam FG-3 at M/1.5. Supt. Stated "E.OR
determined that this grade beam was not needed."
5. The electrical room slab has to be changed. Universal did receive a faxed copy of change order from
E.O.R.
ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS:
See Items 1 through 5 above.
I
Items to Verify: Structural Drawing FG-4A.
Information or Action Required: n/a
Attachments: Discrepancy List
IReport By: Dwight Webster J!
Special Inspector: Gary C. Krueger, PE L ~/-
Special inspector#1069/i -_
I' V 4 \...J Y
L:\2005-Jobs\505022-Country Inn and Suites\Threshold\030205.doc Page 1 of 1
Table of Non-Conformance Items
Project: Country Inn and Suites
TLC Project No. 505022
Page 1 of 2
1 TLC/Universal require 2 sets (1 Plans need to be 1/19/05
ea.) of stamp/sealed structural issued ASAP.
dwgs.
2 Augercast Piles in structural Stam ped/Sealed 1/19/05
drawings show (2) #8 center changes should
bars. All piles were installed with be issued to
1. UES/TLC.
3 Grade Beams shown in plans Please advise 1/19/05
require GB's be splayed open on and create S/S
top to form a monolighic pour changes and
when slab on grade is placed. issue same to all
The field radebeams are s uare. arties.
4 Gradebeams in plans are shown Please advise 1/19/05
at 26" in width and the original and create S/S
reinforcing bands/ stirrups are 21" changes and
in circumference thus preventing issue same to all
the normal 3' of cover to all parties.
reinforced concrete permanently
ex osed to soils.
5 Pilecaps listed as FG-3, 4, 5 and Please advise 1/19/05
6 - are shown in plans poured and issue S/S
monolithically into slab. Pilecaps changes.
in field and square and formed to
be oured se aratel from slab.
6 Several piles are not centered in Please advise 1/19/05
the gradebeams - approx. 3"-6" and issue S/S
off center. chanqes.
7 (2) pilecap types FG-4 and FG- Please advise
4A are shown on steel drawings and issued S/S
but not on structural. They are changes.
different sizes but not shown on
plans and the reinforcing is the
same amount & sizes. This will
not work.
8 Received stamped set of Please verify.
structural plans with several
changes incorporated (2) items
not addressed were (1) there are
12 sizes of piiecaps on steel pian I I I
take-offs with regards to 2 pile i
I caps FG-4 and FG-4A. There is
I no FG-4A on structural drawings;
only FG-4.
9 The FG-1 and FG-3 pilecaps on Please advise
new plans are shown poured and issue S/S
monolithically with slab, The field ch::mop.!,:
I ----u.O---
form work does not reflect that.
10 Columns 15 Floor (14) C1
I Columns - Col. Lines 9, 11, 13 G
and at elevator walls. (4) C3
Columns - Col. Lines H&K!20 &
21.
TI r" _ t::'dr-lt,.ll::t::nl~lro t::An ^Or-LJITt::r-"T"III""!I~
I '-_ ~1'\I"""II'\lL..l...,I'II'\I""" I "-'no. r-\n........,-] I I C\,J I Ur\.E::
874 Dixon Boulevard. Cocoa, FL 32922-5809
Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986
Table of Non-Conformance Items
Project: Country Inn and Suites
TLC Project No. 505022
Page 2 of2
11 Reinforcing was inspected for bar No discrepancies
size, number of bars, barcap noted.
splice, spacing and size of
stirrups/ties.
12 Slab on grade - Col. Lines L to A reinspection is
T/from 1 to 11. At time of required prior to
inspection no areas were concrete
complete. placement.
13 There is also a question with The Engineer of
regards to numerous electrical Record needs to
conduits in slab displacing approve the
concrete which is to be placed. configuration of
conduit to be
acceptable.
14 Slab on grade - Column Lines 1 The 900 hooks were
to R ?!'\ frnm I( to T ""rlrl<:>rl tn ""II
I Rei~f~r~';~~~t .~~~ inspected for ;~~fu~~~~'~nds at
bar size, number and spacing of perimeter beams.
bars placement and clearance.
1 5 Contractor Supt. Received verbal Supt. Stated
change with regards to grade beam "E.OR determined
FG-3 at M/1.5. that this grade beam
was not needed."
16 The electrical room slab has to be Universal did
changed. receive a faxed
copy of change
order from E.O.R.
17 On plans S-5, the thickened edges Need response
at slab perimeter show the #5 bars from E.O.R.
in slab mat having hooks 900 turned
into FG-1/FG-3 beams. The mat in
place has no hook bars.
18 Plans show an FG-3 grade beam at Need response
approx. co!. Line M/1.5. This beam from E.O.R.
should have tied into the FG-2 at co!.
I Line 2. Due to the fact that the FG-2
was poured prior to this inspection,
II ~:e~o:~~~:;n~a~~~O~(~c;~~ ~~~~g
atop the poured FG-2.
( /
/\ ~ ....
/(la~/ -. ~
/ Ga'l; C. krueger, E, CM
L:\2005-Jobs\505022-Country Inn and Suites\ThreshoJd\TabJeNonConformanceItems.doc
m ~~.~~~~~~~~"Sd'C""
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Project No.: 34034-001-01
Date Typed: March 1, 2005
Field and Laboratory Report Transmittal Sheet
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, iviN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. The
reports are numbered as follows: A4150. We hope this information is sufficient for your
immediate needs. If you have any questions, please do not hesitate to contact the undersigned.
Reviewed By:
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 549
_ r /1 I
~ /./~
( ,// / L
~1 Q..#-/,/
- -// I I .
Ri~ard E. Hoaglin, P.E. 3/z../ ~
STATE OF FLORIDA
Registered Professional Engineer No. 48796
Distribution:
Client: 2
1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920
1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751
1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419
G:\CONSTRUCTION SERVICES DEPARTMENTIReport Transmittal Sheets\34034-001-01.doc
m U N IVE R SAL Project No.: 34034-001-01
Report No.: A4150-0119
ENGINEERING SCIENCES Sample No.: A4150
Consultants In: Geotechnical Engineering. Environmental Sciences. Date 1 st Issue: 1-27-05
Construction Materials Testing. Ttlreshold Inspection Date 2nd Issue: 2-24-05
820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue:
(321) 638-0808 Fax (321) 638-0978 Final Issue:
COMPRESSIVE STRENGTH OF
6" X 12" CONCRETE TEST SPECIMENS
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida
DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days
DATA Mix Design No. 1289870
Date Sampled: 1-19-05 Time Sampled: 1:18 pm
Sampled By: Alfreda Davis Slump: 6.5 inches
FIELD Truck No.: 2372 Air Content (by volume): --
& Ticket No.: 91966187 Concrete Temperature: 73
LAB Time Batched: 12:21 pm No. of Cylinders Cast: 4
DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 69
Water Added At Site: -- Weather Condition: Sunny
Contractor: -- Admixture: --
Supplier: Rinker Materials
Location of Placement: Pile caps
Test
Avg. Max. Compressive
Age Type of Dimen. X-Sect. Compressive Strength Average
Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) {psi)
1-26-05 7 3 5.979 28.07 93460 3300
~ I
RESULTS 2-16-05 28 3 6.00 28.27 122950 4350
! H
REMARKS This Form Conforms With ASTM C 39
QCJQD/ D
1'- ,.
>Y\~ J /'\
;: \ A;', ? \ ' II,
1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar
m ~~~~~~~~~~"~''''',,.
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Project No.: 34034-001-01
Date Typed: March 7, 2005
Field and Laboratory Report Transmittal Sheet
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the
referenced project to provide construction materials testing services.
The results of the observations and/or tests are summarized on the attached sheets. The
reports are numbered as follows: 0200R, 0200, 018Thresh, A4316, A4317, A4150. We hope
this information is sufficient for your immediate needs. If you have any questions, please do not
hesitate to contact the undersigned.
Reviewed By:
Universal Engineering Sciences, Inc.
Certificate of Authorization No. 549
/'i /'/
/ / '\ /~I
( . ~ ~
'chard E. Hoaglin, P.E. ~ J,k
STATE OF FLORIDA.
Registered Professional Engineer No. 48796
Distribution:
Client: 2
1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920
1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751
1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419
G:\CONSTRUCT!ON SERVICES OEPARTMENT\Repart Transmittal Sheets\34034-001-01.doc
m~~'~~~~~~~~'&iM"" UES Project No. 34034-001-01
Construction Materials Testing' Threshold Inspection Report No: 020DR
820 Brevard Avenue' Rockledge, Florida 32955 Date Issued: 2-28-05
(321) 638-0808 Fax (321) 638-0978
On-Site Time (hrs): 0.75
Lab Time (hrs): 0.25
Travel Time (hrs): 0.75
Total Time (hrs): 1.75
ACTIVITY RECORD
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Centra! Avenue
Duluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Date of Activity: 2-18-05
Technician: Bill Boyer
As requested, a Universal Engineering Sciences Technician was present at the above
referenced project site for the purpose of earthwork testing for the northwest wing
subgrade.
While on site, the technician observed the general condition of the areas to be tested and
performed 4 soil density tests. All tests were performed in accordance with the nuclear
gauge method and were found to meet the project compaction requirements of 95% of the
maximum dry density per ASTM 01557.
The Contractor was notified of the test results or a copy was left for their records. The
density tests are attached to this report.
mg,~~~~~~~~~al&"C'''' UES Project No. 34034-001-01
UES Report No. 0200
Date 2-28-05
Construction Materials Testing' Threshold Inspection
820 Brevard Avenue' Rockledge, Florida 32955
(321) 638-0808 Fax (321) 638-0978
Report
of
In-Place Density Tests
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Area Tested: Northwest wing slab subgrade
Type of Test: Field: ASTM D 2922
Laboratory: ASTM D 1557 Date of Test: 2-18-05
Technician: Bill Boyer
Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil
conditions only and do not address the condition of the underlying soils below the tested
depths.
TEST LOCATION TEST TEST PROCTOR FIELD DRY FIELD % RESULTS
# OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3)
TEST (1 ) (IN) (2) (PCF) 01.
,0
1 Northwest corner 0 12 1 110.1 6.9 99 A
2 Southwest corner 0 12 1 111 7.6 100 A
3 Southeast corner 0 12 1 111.3 5.2 100 A
4 Northeast corner 0 12 1 110.3 5.1 99 A
(1 )
Ref. Datum: 0= top of final grade
(2) (3) Results Key
Maximum Optimum A. Compaction meets minimum requirements
Dry Moisture B. Compaction does not meet minimum requirements
Proctor # Density Content C. Moisture does not meet requirements
II 1 111 I 13 II D. Recompaction required
m~~.~~~~~~~~'~I'C'''' UES Project No.: 34034-001-01
Construction Materials Testing' Threshold Inspection Report No: 018Thresh
820 Brevard Avenue. Rockledge, Florida 32955 Date: 2-23-05
(321) 638-0808 Fax (321) 638-0978
On-Site Time (hrs): 2.00
Lab Time (hrs): n/a
Travel Time (hrs): 1.00
Total Time (hrs): 3.00
ACTIVITY RECORD
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites
9009 Astronaut Blvd.
Cape Canaveral, Brevard County, Florida
Date of Activity: 2-15-05
Technician: Dwight Webster
THRESHOLD
As requested by the client, a Universal Engineering Sciences Technician was present at
the above referenced location for the purpose of performing a threshold inspection.
Concrete Reinforcement - 03200
Columns 15t floor:
(14) C1 columns - column lines 9, 11, 13, G and at elevator walls
(4) C3 columns - column lines Hand KJ20 and 21
Reinforcing was inspected for bar size, number of bars, bar lap splice, spacing and size of
stirrups/ties.
No discrepancies noted.
Also met with E.O.R. at his office and discussed project RFl's/discrepancy log.
mUNIVERSAL Project No.: 34034-001-01
Report No.: A4316-0125
ENGINEERING SCIENCES' Sample No.: A4316
Consultants In: Geotechnical Engineering' Environmental Sciences' Date 1st Issue: 2-3-05
Construction Materials Testing' Threshold Inspection Date 2nd Issue: 2-25-05
820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: 3-1-05
(321) 638-0808 Fax (321) 638-0978 Final Issue:
COMPRESSIVE STRENGTH OF
6" X 12" CONCRETE TEST SPECIMENS
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida
DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days
DATA Mix Design No. 1289870 _-
Date Sampled: 1-25-05 Time Sampled: 1 :15 pm
Sampled By: Tim Hughes Slump: 6.5 inches
FIELD Truck No.: 10002195 Air Content (by volume): --
& Ticket No.: 91983609 Concrete Temperature: 65
LAB Time Batched: 12:18 pm No. of Cylinders Cast: 4
DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 69
Water Added At Site: 10 gallons before test Weather Condition: Sunny
Contractor: R.W. Paul Admixture: --
Supplier: Rinker
Location of Placement: Pile caps Lac: L-9 to 8-9, L-l0 to 8-10, L.5-1" to 8-11, N-13 to 8-13, N-13 to N-16, Q-13 to Q-16,
F-13 to F-16, 8-13 to 8-16
Sampled: Q-9
Test
Avg. Max. Compressive
Age Type of Dimen. X-Sect. Compressive Strength Average
Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi)
2-1-05 7 3 5.986 28.14 58130 2100
TEST 2-22-05 28 3 6 28,27 97500 3450
RESULTS 2-22-05 28 3 6 28.27 100900 3570 3510
H
REMARKS This Form Conforms With ASTM C 39
~\></ [I]t [2J/(/ D/ rn; !
. ,/1 "\ ,,~ '\" . )''3~<, 4': 5
" \ / '. ,',\ :
1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar
m U N IVE R SAL Project No.: 34034-001-01
Report No.: A4317 -0125
ENGINEERING SCIENCES Sample No.: A4317
Consultants In Geotechnical Engineering. Environmental Sciences. Date 1st Issue: 2-3-05
Construction Materials Testing. Tt1reshold Inspection Date 2nd Issue: 2-25-05
820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue:
(321) 638-0808 Fax (321) 638-0978 Final Issue:
COMPRESSIVE STRENGTH OF
6" X 12" CONCRETE TEST SPECIMENS
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida
DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days
DATA Mix Design No. 1289870
Date Sampled: 1-25-05 Time Sampled: 3:00 pm
Sampled By: Tim Hughes Slump: 6 Inches
FIELD Truck No.: 10023664 Air Content (by volume): --
& Ticket No.: 91984497 Concrete Temperature: 65
LAB Time Batched: 2:30 pm No. of Cylinders Cast: 4
DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 69
Water Added At Site: -- Weather Condition: Sunny
Contractor: R.W. Paul Admixture: --
Supplier: Rinker
Location of Placement: Pile caps Loc: L-9 to 8-9, L- 10 to 8-10, L.5-11 to S-11, N-13 to 8-13, N-13 to N-16, Q-13 to Q-16,
F-13 to F-16, G-13 to G-13
Test
Avg. Max. Compressive
Age Type of Dimen. X-Sect. Compressive Strength Average
Date Tested Days Fracture (in.) Area (in,) Load (fbs,) (psi) (psi)
2-1-05 7 3 5.987 28.15 60940 2170
TEST 2-22-05 28 3 6 28.27 122740 4340
RESULTS 2-22-05 28 3 6 28.27 127960 4530 4440
H
REMARKS This Form Conforms With ASTM C 39
Mml7lVlrTl
~ //},.I l6J LJ LJ
1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar
mUNIVERSAL Project No.: 34034-001-01
Report No.: A4150-0119
ENGINEERING SCIENCES Sample No.: A4150
Consultants In Geotechnical Engineering. Environmental Sciences. Date 1 st Issue: 1-27-05
Construction Materials Testing' Threshold Inspection Date 2nd Issue: 2-24-05
820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: 2-28-05
(321) 638-0808 Fax (321) 638-0978 Final Issue:
COMPRESSIVE STRENGTH OF
6" X 12" CONCRETE TEST SPECIMENS
Client: Mr. Kent Oliver
Portview Country Inn & Suites, L.L.C.
215 N. Central Avenue
Duluth, MN 55807
Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida
DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days
DATA Mix Design No. 1289870
Date Sampled: 1-19-05 Time Sampled: 1:18pm
Sampled By: Alfreda Davis Slump: 6.5 inches
FIELD Truck No.: 2372 Air Content (by volume): --
& Ticket No.: 91966187 Concrete Temperature: 73
LAB Time Batched: 12:21 pm No. of Cylinders Cast: 4
DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 69
Water Added At Site: -- Weather Condition: Sunny
Contractor: -- Adm ixture: --
Supplier: Rinker Materials
Location of Placement: Pile caps
Test
Avg. Max. Compressive
Age Type of Dimen. X-Sect. Compressive Strength Average
Date Tested Days Fracture (in.) Area (in.) Load (lbs.) (psi) (psi)
1-26-05 7 3 5.979 28.07 93460 3300
TEST 2-16-05 28 3 6.00 28.27 122950 4350
I
RESULTS 2 16 ^~ ^8 3 60A AA A~ i A^56^^ 4'~0 AM'"
- -u::> L . 'U LO.L I I L tlU 4::> "t"tuu
H
REMARKS This Form Conforms With ASTM C 39
Iv mi,: ~,// n/ nTl, I
1")(1 ' li~fl Ii-I
1/'1 \1 I/~'\\J l.i'\1 ~ I : 15 I
1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar
PERFORMANCE BOND
Ril!ht-of-way imDroyements
Country Inn and Suites
KNOW ALL MEN BY THESE PRESENTS, that we, Country Inn and Suites,
L.L.C. , hereinafter referred to as "Principal", are held and finnly bound unto the CITY OF
CAPE CANA VERAL, a Florida municipal corporation hereinafter referred to as the "City", in
the sum of Two thousand five hundred and noll00 Dollars ($2,500.00) for which we
submit this cash bond under the conditions provided herein and we bind ourselves, our heirs,
executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has substantially completed construction of the F.D.O.T. Ril!ht-
of-way improvements project, generally located at 9009 Astronaut Blvd. Cape Canaveral,
Florida and is requesting issuance of a certificate of occupancy; and
WHEREAS, the Principal acknowledges its responsibility to
Assure the resolution of an issue concerninl! insufficient pipe-cover (soil coverinl! the
pipe)~ whereas the re-use water pipe connectinl! the Citv of Cape Canaveral to Port
Canaveral lacks the requisite 24" of soil coverin2; whereas the ulacement of soil without
alterinl! the location of the drainal!e ditch is not sufficient to cnre the coveral!e problem. as
it would contribute to an excessive anl!le of repose~ whereas the cause of the problem is
currently under investil!ation~ whereas the project has received two temporary C.O.'s. is
not elil!ible to receive a third and wishes to obtain a final C.O. before the expiration of the
current temporary C.O. (9/11/06); whereas Principal offers this bond in l!ood faith with the
knowledl!e that it may have unknowinl!lv contributed to the condition ; and
NOW, THEREFORE, as a condition of issuing a certificate of occupancy the Principal
hereby deposits a cash bond in the amount stated above, to be held by the City to insure the
prompt and faithful perfonnance of the above Ri2:ht ofwav improvement to the satisfaction
of the City no later than the 11th day of December , 2006, then this obligation shall be null
and void, otherwise, it shall remain in full force and effect.
If the Principal shall be declared in default of said condition by the City, the Principal shall have
thirty (30) days from the date of said default within \vhich to satisfactorily complete the work. If,
at the expiration of thirty (30) days from the date of said default, no arrangements have been
made by the Principal satisfactory to the City for the completion of said work, then the City shall
have the right to retain the funds deposited until such work is completed or other relief is granted,
or to use the funds as necessary toward legal and other costs, together with any damages, either
direct or consequential, which the Cit-y may sustain on account of the Principal's default of said
obligation, through the cash bond held by the City. If the cost to complete the work is in excess
of me value of the cash bond the Principal shall become immediately liable for said amount, and
shall provide all additional funds and cause the work to be completed as necessary in order to
affect the completion of the work.
In the event the City commences suit for the collection of any sums due hereunder, the Principal
agrees to pay all costs incurred by the Cily, including attorney's fees.
EXECUTED this if .1 ~ c,--? _'.L /1 ~A~ /
"PRI:~:j~:l!e "
m;nn,?C-Q;;.
State of RenoitI4 -~---"'---'
County of~ 'S-i l.o ui '5 ,
TI;e foregoing in5lT!lment was acknowloo!?ed bef~ rlleo~ this (JVuJ!t..-t .1.. ~~
--IL~yofiW:>..:f , 2006 by K"lCI .4 (/IIL:'. . ~Av,K,~.,..." t" "', ......'Nv"^^"
l:fe!shelsl:'ersO:UUly.knownt~~eor~asproou.cedadrivers ~ ~r',\ '! In'J! '1"'-" ~~ .... ~
"",",,,,dmtfl"',"",,,,,~""~~~,= ~ 'e, . ,,~~, L. '",VU I UR ,
<> ~"''''''~'' .", , NOTARY PUBLIC - MINNESOTA
NOTARY PTffiUr iW..ur-- '; r' P pOcf c::;,,-j ';,;~~.,.y MY COf"r" fXI'IIlES JANUARnL 2010
-,' . r-., Y,'/I}N,\'vV.J../v'_"\'/"'/""'_"<"""'_" "1"~N./\\\t,,Vj,^\/v\^-,vv'vv,^,v.
....un I V n: \IV 11'\11'\1 & ,=>>UII t:.~, LL'-i
OUR REF. NO. YOUR INVOICE NO. INVOICE DATE INVOICE AMOUNT AMOUNT PAID DISCOUNT TAKEN NETCI-
560 ROUND SIGN '06 09 11/2006 2,500.00 2,500.00 .00 2,
OUNTRY NN CAPE CANAVE L
01190 CIT002 CITY F CAPE CA AVERAL 09/11/2006 C ECK TOTAL 2,
-
REPUBLIC BANK
DULUTH, MINNESOTA 55802
PORTVIEW INN & SUITES, LLC 75-523-919
5713 GRAND AVE., SUiTE B
DULUTH, MN 55807 CHECK DATE CONTROL NUMBER AMOUN
(218) 628-2700
CIT002 09/11/2006 1190 $****2,500.00
PAY TWO THOUSAND FIVE HUNDRED AND 00/100 DOLLARS
TO THE
ORDER CITY OF CAPE CANAVERAL
OF
CAPE CANAVERAL, FL 32920 C
---------_...-~~~~------
III 0 0 . . E1 0 III 1:011.11052371: o 2 Iii ? . ? III ? ill
-
l
,
AS DROOR &
ASSOCIA TES INC.
(321) 253-8233
580 N. Wickham Rd., Suite E Melbourne, FL 32935 FAX (321) 253-8232
email: noel@droorassociates.com
August 2, 2006
Project #2004-22
Mr. Todd Morley
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, FL 32920
Re: Country Inn & Suites, Cape Canaveral
Dear Mr. Morley,
Based on the as-built survey prepared by Stottler Stagg, Job #04-0053, Revision 3 dated
7 -10-06, the above referenced project appears to be constructed according to the
approved site plans with the following exceptions:
1. The east parking lot was not constructed.
" The sidewalk configuration and sizes around the building varies from the
L..
approved drawings.
3. The paving base material was revised from the specified lime rock.
4. The retention pond bottom elevation varies from the approved plans.
5. The outfall structure location varies from the approved plans.
6. The top of the swale elevation at the north side varies from the approved plans.
7. The driveway construction including the drainage and sidewalk along the right of
way varies slightly from the approved plans.
We did not inspect the project during construction, nor have we received or reviewed
any test results d?~ construction.
,/// /
Please caIUf"you)'iave any questions.
/ /
J';'" /
V€8 Ji7t
v /' ,
t~IjA .
IV. ,. l. [;. )
Jj oel ~or, P. E., President
I Droor and Associates, Inc.
,
i
C: Neil Weber - Weber Architects and Associates
Kent Oliver - Portview Inn & Suites
Ralph Paul- R.W. Paul Construction Co.
Civil & Structural Engineering Inspections PE 37259 EB-0007218
A4!T DROOR &-
ASSOCIA TES INC.
(321) 253-8233
FAX (321) 253-8232
580 N. Wickham Rd., Suite E Melbourne, FL 32935 email: noel@droorassociates.com
August 2, 2006
Project #2004-22
Mr. Todd Morley
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, FL 32920
Re: Country irm & Suites, Cape Canaveral
Dear Mr. ~l!orley,
To the best of our knowledge and based on the inspection report prepared by the
threshold inspector, Universal Engineering, and TLC, the structural elements for the
above referenced project appear to have been constructed according to the approved
structural drawings, with minor deviations as noted on their site reports. Please note
that we did not insp~t the project during construction.
Please ,ca/lt07e any questions.
://;,
~II/f~
, /ti6o~P. ., President
Droorand Associates, Inc.
C: Neil Weber - Weber Architects and ,A,ssociates, Inc.
Kent Oliver - Portview Inn & Suites
Ralph Paul - R. W. Paul Construction Co.
Civil &- Structural Engineering Inspections PE 37259 EB-00072 1 8
20 August 2006
Mr. Todd Morley
City of Cape Canaveral 2280 Watertown Road, Long Lake, MN 55356-9419
105 Polk Avenue 952.476.4434' Fax 952.476.5863 . nw@weberarchitects.com
Cape Canaveral, FL 32920
RE: Country Inn & Suites, Cape Canaveral
Dear Mr. Morley:
Based on the as-built documents submitted by R W Paul Construction as a
subcontractor to Kraus Anderson Construction Co. the architectural, mechanical,
electrical, fire alarm, and fire protection the project is built according to the
submitted to and approved by the City of Cape Canaveral.
Attached to this letter are two hard copies of the above elements and disks of
each.
These documents include all approved documents which show actual
constructed details, addendums and specifications. All of which are part of the
construction documents.
Please call if you have any questions.
Sincerely yours,
fJJJij li!~
~ $T~-'
Neil VVeber, AiA
Weber Architects & Planners
Florida Reg #AROO17512
May 1706 11:40a Weber Architects 952 476 5863 p.2
(/':{~1Zi:~ _ ~
\ ':'~""'-""""'''''''"':.A "\1-:\'1~ om
,/,: - . !"\((:;J::--; \ '1/ /\.!J ... -...i] 0 .
oj ~ ~-"'~'''';_,9, archit'l~ cts & planners
2280 Watertown Fi:c,ad, Long Lake. MN 55356-9419
952.476.4434. Fax 952476.5863 . nw@Weberarchitects.com
17 May 2006
Mr. Todd Morley, Building Official
City of Cape Canaveral
105 Polk Avenue
Cape Canaveral, Florida 32920
Re: Country Inn & Suites
Dear Mr. Morley:
! response to you temporary CO attached is a letter from Lindell Eng:ineering
regarding the mechanical code issues such as the duct detector, venl11i1ation of
the mechanical room, and the gas detector.
The 20 minute rated door to the secondary electrical foam was appmved as per
our site visit and review earliE~r this year. Since the room is accessed !:hrough a
none sleeping room the required door is to be a 20 min. door as origirrlally called
out on the pian.
The smoke control system at the second floor has been constructed ;8S per
approved construction documents and site review with you earlier this year. No
changes or deletions have been made from these documents since CHJr site
review
If you need any other issues addressed please contact me. I very mUGh
appreciate your willingness and openness in working with us on this project. I
would very much like to again tour the buildjng with you once it is OPEiU1 and
operational as closeout tour.
Originals (Sealed) are in the maH to you for your records.
The as built documents, with ail the small adjustments shown, will be ~;ent to you
as soon as they are produced. I will send hard copies as well as disks; as you
have requested.Thank you for your consideration in this matter.
~.... >..."..;
. -
Sincerely yeurs, /1
1uc/V/L' ~
-
Neil W.eGer. AlA.: .. .' '
Weber'Arc!:;lit~cts & Planners
- .
May 1706 11:4Oa Weber Architects 952 476 5863 p.3
Lindell Engineering, Inc.
3411 Kilmer Lane North
Plymouth, MN 55441
Phone: (763) 542-9163/Fax: (763) 542-9214-
E-mail: info@flndellena.com
17 May 06
Mr. Neil Weber
Weber Architects
2280 Watertown Rd
Long Lake, MN 55356
Subject: Country Inn & Suites by Carlson
Cape Canaverai, Fiorida
Lindell Project 0413
Dear Neil;
I offer the following comments to the building inspector for the mechanical items h,:~ is concerned
with.
I. The Florida Mechanical code section 606 indicates smoke detection is only required for
units with a design capacity greater than 2000 CFM and does not reference, that it is
required in buildings with four or more stories. Unit AH-9 has a capacity ofless 2000
CFM therefore smoke detection should not be required.
2. The Florida Mechanical code sections 40l and 403 indicate only occupied rooms are
required to have ventilation. The Mechanical room will only have mechankal equipment
and will not be used for a maintenance office.
3. The Florida Mechanical code and tbe Florida Fuel Gas code does not refen::nce that gas
leak detection is required in mechanical rooms therefore gas detection shollJd not be
required.
Please call if you have any questions.
~lIY,
)?- ...../. .
I ~~# {tC/~:lj?
Richard A. Lindell, P.E
RALlcjn
February 6, 2006
City of Cape Canaveral
Chief Building Official
Building Department
P. O. Box 326
Cape Canaveral, FL 32920
He: THRESHOLD INSPECTiON
Country Inn & Suites
Cape Canaveral, Brevard County, Florida
Universai Project No. 34034-001-01
TLC Project No. 505022
Dear Chief Building Inspector:
As requested, TLC Engineering for Architecture has developed the following "certification" for
construction of the referenced project.
As Special Inspector, to the best of my knowledge, and based on iimitations of visual
inspections performed, the referenced project's structural systems have been constructed in
compliance with design intentions as expressed in the record plans and specifications as
modified or clarified by documented field adjustments.
Please contact me with any questions or comments regarding this correspondence.
Sincerely,
TLC Engineering for Architecture
~-~/
, ~/\....--. --
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, \l t& ~ ~
Gary' C. ." ueger, . .E., C.M.
Principal/Division Director
P.E. #40788
Special Inspector No. 1069
GCK/dl
TLC - Engineering for Architecture
874 Dixon Boulevard. Cocoa, FL 32922-5809
Phons 321.636.7204 www.tic-enQineers.com Fax 321.639.8986
L:\2005-JobsI505022-Country Inn and SuiteslThreshoid\cellificoticll ietter.doG
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& Turner Main Office
CERTifiCATE 480' S. Edgewood A.ve.
Pest Jacksonville, FL 3220'5-3775
Of COMPLIANCE fOR Phone: (904) 355.5:\00
D Control TERMITE PROTECTION Fax: (904) 353.1488
Toll Free: (800) 225.5:105
What's Bugging You? 'Www.turnerpest.com
BUILDER: R ~ ) YfAU) C CIA S~, PERMIT NUMBER
LOT NO. BLOCK t SECTION SUBDIVISION
ADDRESS cr ooq C\ 5' '( ('I 1\(\ U '=\- \3tu;1l, C-C'~ . \
\ C- C\. f\ Cl()erC-l .
Ic""""'-'
Method of Termite Prevention Treatment: t- ; y\,c, \
(soil barrier, wood l:reatment, bait system, other)
This building has received a complete treatment for the prevention of subterranean
termites. Treatment is in accordance with the rules and laws establlished by the
Florida Department of Agriculture and Consumer Services. An annual inspection and
renewal of the annual termite protection contract is necessary for continued
protection. Call t~ber above for inspection and contract renewal.
~/ "l
~ . /' \ 2,5- 'lj-o C;'
Authorized signature of Treatment lDate Date
(Must be original signature)
FORM#M06092
Call Turner @ 1-800-225-5305 for your Lawn, Pest Cont.roll & Termite needs today.
~
Florida Department of Transportation
JEB BUSH Brevard Operations DENVER J. STUTLER, JR.
GOVERNOR 555 Camp Road, MS 590 SECRETARY
Cocoa, Florida 32927-4738
September 6, 2006
Mr. Kent Oliver
Portview Inn & Suites, LLC
215 N. Central Avenue
Duluth, MN 55807
Re: Country Inn & Suites
Permit # 2004-A-590-13
Section: 70080
Dear Mr. Oliver:
On Friday, September 1, 2006, our FDOT Permit Department inspected and accepted the
referenced project. At this time, we will release the posted performance bond.
If you have any questions, please contact our office at 321-690-3241.
Sincerely,
-O~
ack West
Permit Manager, Brevard Operations
JW:dm
cc: Neil Vlebber
Noel Droor
Ed. Gardulski
Todd Morley
David Rotenberger
www.dot.stateJl.us * RECYCLED PAPER
FLORIDA DEPART:MENT OF
Jeb Bush HEALT M. Rony Franyois, M.D., M.S.P.H., Ph.D.
Governor Secretary
INITIAL OPERATING PERMIT
August 1,2006
Country Inn and Suites
9009 Astronaut Blvd. (A 1A)
Cape Canaveral, FL 32920-4602
Dear Sir or Madam:
Permit Number: 5-1018-06
Pool Name: Country Inn and Suites Swimming Pool
Location: 9009 Astronaut Blvd. (A1A), Cape Canaveral
County: Rrevard :
Serial No.: SP-18443 Bathing Load: 31 Gallons: 48,000
State of FL aporovaf number, for reference
Flow Rate (GPM): 155 Pump Size (HP): 3 Filter Area (FT2): 80
Dear Sir or Madam:
This letter is authorization from the State of Florida Department of Health to operate the above
referenced pool for a period of 30 days from the date of this letter. During this time you must
contact the local county environmental health department (633-2100) and obtain an annual
operating permit for continued operation of this pool.
Operation of this pool is subject to the following condition(s):
'Y Daylight use only.
'Y No diving.
'Y Cherrii'Calfe~d settings, tube size and dilutions shall be tweaked to
maintain chlorine 1-10 ppm and pH 7.2-7.8.
A copy of tI-ds operating permit must be posted in a conspicuous piace [by the equipment] per
Florida Statutes 514.031.
ANY MODIFICATION TO THIS POOL OR POOL. EQUIPMENT MUST HAVE PRIOR
APPROVAL FROM THE DEPARTMENT OF HEALTH.
Sincerely, . L
11 ~' -~ /
l/v I~/
M. Manso in, h.D., P.E./
Regional Engineer
cc: Brevard County Environmental Health Department E'
Environmental Engineering, Bureau of Water Programs
400 W. Robinson St., Suite S-532 . Orlando, FL 32801-1752 . (407) 317-7172
FLORIDA DEPARTMENT OF
Jeb Bush HEALT M. Rony Franyois, M.D., M.S.P.H., Ph.D.
Govemor Secretary
INITIAL OPERATING PERMIT
August 1 , 2006
Country Inn and Suites
9009 Astronaut Blvd. (A1A)
Cape Canaveral, Fl 32920-4602
Dear Sir or Madam:
Permit Number: 5-1019-06
Pool Name: Country Inn and Suites Spa Pool
Location: 9009 Astronaut Blvd. (A1A), Cape Canaveral
County: Brevard
Serial No.: SP-18444 Bathing Load: 12 Gallons: 2,250
State of FL approval number, for reference
Flow Rate (GPM): 100 Pump Size (HP): 2 Filter Area (FT2): 325
Dear Sir or Madam:
This letter is authorization from the State of Florida Department of Health to operate the above
referenced pool for a period of 30 days from the date of this letter. During this time you must
contact the local county environmental health department (633-2100) and obtain an annual
operating permit for continued operation of this pool.
Operation of this pooi is subject to the following condition(s):
~ Daylight use only.
A copy of this operating permit must be posted in a conspicuous place [by the equipment] per
Florida Statutes 514.031.
ANY MODIFICATION TO THIS POOL OR POOL EQUIPMENT MUST HAVE PRIOR
APPROVAL FROM THE DEPARTMENT OF HEALTH.
Sincerely,
'G-^-..~~---'"
..-e-
h.D., P.E.
cc: Brevard County Environmental Health Department
Environmental Engineering, Bureau of Water Programs
400 W. Robinson St., Suite S-532. Orlando, FL 32801-1752. (407) 3]7-7172
FLORIDA DEPARTMENT OF
Jeb Bush HEALT M. Rony Franyois, M.D., M.S.P.H., Ph.D.
Governor Secretary
INITIAL OPERATING PERMIT
August 1, 2006
Country Inn and Suites
9009 Astronaut Blvd. (A1A)
Cape Canaveral, FL 32920-4602
Dear Sir or Madam:
Permit Number: 5-1020-06
Pool Name: Country Inn and Suites Wading Pool
Location: 9009 Astronaut Blvd. (A 1A), Cape Canaveral
County: Brevard
Serial No.: SP-18445 Bathing Load: 12 Gallons: 1,500
State of FL aooroval number, for reference
Flow Rate (GPM): 50 Pump Size (HP): 3/4 Filter Area (FT2): 200
Dear Sir or Madam:
This letter is authorization from the State of Florida Department of Health to operate the above
referenced pool for a period of 30 days from the date of this letter. During this time you must
contact the local county environmental health department (633-2100) and obtain an annual
operating permit for continued operation of this pool.
Operation of this pool is subject to the following condition(s):
~ Daylight use only.
A copy of this operating permit must be posted in a conspicuous place [by the equipment] per
Florida Statutes 514.031.
ANY MODIFICATION TO THIS POOL OR POOL EQUIPMENT MUST HAVE PRIOR
APPROVAL FROM THE DEPARTMENT OF HEALTH.
Sinc;}--t
/ .------
M~Ph-:;., P.E.
Regional Engineer
cc: Brevard County Environmental Health Department
Environmental Engineering, Bureau of Water Programs
400 W. Robinson St., Suite S-532 . Orlando, FL 32801-1752 . (407) 317-7172
C/v-