HomeMy WebLinkAboutEngineering T reasura Harvey E.Koehnen 7205 Elyse Circle
C oast Professional Engineer#32831 P 5 L Florida 34952-8212
B uilding Architect#AR0009471 PHONE(772)466-5509
E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035
i
Inc. E-MAIL:hkoehnen@tcbeweb.com
Contractor 4ND e 'gym Qoo
Owner Date
Job Address 40,a W 14Lu we, Av 95�7'
BUILT UP -L,M- CA00- l�
NEW ROOF RE-ROOF_ RECOVERING REPAIR AREA
BUILT UP ROOF PLAN
P T
�I
I I 1 1+
- - I
ASCE 7-10& FBC 2014 5th Edition ENCLOSED BLDG X SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE . C&C SIMPLIFIED
RISK CAT 2/V=J�EXPOSU RE_!�/1t=L-,jOKzt=1.0/h=_N12 PITCH/MEAN PARAPET htl=
ROOF SYSTEM_ y j,- ( ¢ NUA' 94, L6 AP• I - R.7
ZONE 1 B @ h=30 = X = PSF x 0.6
ZONE 2 B@ h=30 = X = PSF x 0.6= -zkp.,4-- a= 3
ZONE 3 B h=30 = X = PSF x 0.6=—
@ (dpi � a 3. 3
MAX DESIGN PRESSURE PER NOAZ,�
DECK TYPE • QL%/DcW0 o(9 THICKNESS I`tl'l2! r-t 11%
BASE SHEET JP 2 g NO.OF PLIES ?i j
FASTENERS/96fd"G Q!$ ti/AeLS *"C)1J Gts F5;
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
Field Q "oc @Lap,#Rows 'A @ M "oc Perimeter:A"oc @Lap,#Rows 2 @ 2"oc Corner: L(/ "oc@Lap,#Rows 2 @ "oc
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL s---'
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Corner
PLY SHEET ^ NO.OF PLIES TYPE OF FASTENERS/BONDING
TOP PLY A t r TN NO.OF PLIES I TYPE OF FSS/BONDING
T reasure Harvey E. Koehnen
C 0ast, Professional Engineer#32831
B ullding Architect#AR0009471
E ngineers, Certified General Contractor#CGCO24776,
Inc.
These,tables Are For.Roof Coverings
Roof coverings Installed on Buildings w'iihi a
Mean Roof 1,:Ielght of 30'or Less Located In Exposures B, C or D
'Table 8301.2[2)4F,- Pt-,sLd -5i:1,-54 A5cf-5 7-ld)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE IPSFj.:,
160 Exp B 160Exp G 16OExp C 160Exp D 16DExp D
(one story (Two story*) (One story') (TWo story*)
Roof>0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 L,45,9
_s
Roof
1
L7degmes pitch Zone 2 -46.4 -56,2 -65.0 -68.3 777.1
Zone 69.8
Zone 3 -69.8 - -84.5 -97.1 -102.7 15.9
Roof>7 to 27 degrees 'Zone 1 -26.3 -30.7 -35.5 ,42
27 degrees=6112 pitch Zone 2 -44.1 -63.4' -61.8 -64.9 73.3.
Zone 3 -66,1 -78.8 -91.2 -95.7 108.1
it
Roof y 27 to 45 degrees 7-one I -27.8 -33.7 -40.0 -40.1 1-4, 8,2
1
45 degrees= 12112 pitch Zone 2 -32.4 -39-3 -1-5-4 -473 1-53,8
Zone 3 -32.4 -39.3 -45.4 -47.7 :i53.8
.160 Exp B 150 Exp C 150 Exp C 150 Exp D 150 EXp D
-y*) (tvvo story*) (one story*)
(one story*) two story)
Roof>0 to 7 degrees Zone 1 -24.3 -29,5 -34.1 -35.8 40.4
7degree8=11/2/12 pitch Zone 2 -40.8 -49,4 -57.2 -60.0 i6m
Zone 3 -61.4 -74.3 -86.0 -90.3 102.0
Roof>7 to 27 degrees Zone 1 -22,2 -98.9 _311 -32.7 36.9
27 degrees=6/12 pitch Zone 2 .38.7 .-46.9 -54.2 -56.9 64.3
Zone -67,3 -69.4
0 -80.3 -84.3 96.2
Roof>27 to 45 d6grees Zone 1 -24.3 L29.6 334.1 -85.8 -140.4
45 degrees=12112 pitch Zone 2 -28.4 -334.4 -39.8 -41.8 ';X47.2
Zone 8 -28A -34.4 39.8 -41.8 147.2
One story,*-one story building with a maximum mean roof height of 15 feet
!'Wo,story"=Nvo story building with a maximum mean roof height of 30 feet
-If-allowed by the Miami Dade N.O.A or Florida Product Approval, any-system.th@t does.,n'6t meet the
mIhImum components and cladding pressures for the area that the building is located per il�ls' forn,
may require a Florida licensed engineer to revise the fastener spacing
7205 Elyse Circle PHONE (772)466-5509
T C B E,Inc. �c.
Port Saint Lucie FAX (772)489-3035
Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
WEB SITE http://wym.tcbeweb.com
5/13/2016 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application History>Application Detail
• • FL# FL1046-R7
r Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived i I
Product Manufacturer Johns Manville
Address/Phone/Email P.O. Box 5108
Denver, CO 80217
(303) 978-4879
codes@jm.com
Authorized Signature Vanessa Indarte-van der Plaat
codes@jm.com
Technical Representative
Address/Phone/Email
i
Quality Assurance Representative
Address/Phone/Email
Category Roofing 1r�
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'i� Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/22/2016
Validated By John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL1046 R7 COI 2015 01 COI Nieminen.pdf
I '
Referenced Standard and Year(of Standard) Standard Year
ASTM D6164 2005
ASTM D6222 2008
ASTM D6223 2002
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
httpsl/www.floridabuilding.org/pr/pr app dM.aspx?param=wGEVXQwtDqudsDrIH6148%2fhVbCkOCyWi3jfriQwoUQ%3d 1/2
��TRINFYIERD
TABLE 1E-1:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) -
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Slip Sheet Base Sheet Roof Cover
MDP(psf)
No. (See Note 1) Base _ Fasteners Attach Ply Cap
Min.19/32- (Optional)One or more layers Two plies of PermaPly 32 ga.,1-5/8-inch diameter tin caps 9-inch o.c.in 4-inch lap and 12-inch o.c.in (Optional)
W-il inch plywood PermaPly 28,loose laid below 28 or Ventsulation with 11 ga.annular ring shank nails two,equally spaced,staggered center rows APP-TA APP-TA 52.5
TABLE 1E-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Slip Sheet Base Sheet Roof Cover
MDP(psf)
No. (See Note 1) Base Fasteners Attach Ply Cap
W-12 Min.19/32- (Optional)One or more layers JM APP Base,PermaPly 28, See Note 2 12-inch o.c.in 4-inch lap and 18-inch o.c.in (Optional) APP-TA -45.0*
inch plywood PermaPly 28,loose laid below Glasbase Plus or Ventsulation two,equally spaced,staggered center rows APP-TA
rMin.15/32- (Optional)One or more layers DynaFast 180 HW or High Load Fasteners and APB 18-inch o.c.within the min.min.4-inch wide, (Optional)
APP-TA
W-13 inch PermaPly 28,loose laid Dyn st 250 HW Plates or High Load Plates heat-welded side laps. APP-TA 45.0•
W-14 Min.19/32- oo, (Optional)One or more layers Two plies of PermaPly 28 or See Note 2 9-inch o.c.in 4-inch lap and 12-inch o.c.in (Optional) APP-TA -52.5
inch plywood PermaPly 28,loose laid below Ventsulation two,equally spaced,staggered center rows APP-TA
Exterior Research and Design,LLC:d/b/a Trinity ERD Evaluation Report 19340.07.08-114 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 21
�TRINITYIERD
siAPPENDIX 1:'ATTACHMENT REQUIRENIENTS'FOR WIND'UPLIFT RESISTANCE:
Table Deck Application Type Description Page
1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1A-2 Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3
1B Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 3
1C Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 4
1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 4
1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
1E-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 5
2A Steel or Conc. New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-10
2B Steel or Conc. New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 11
2C Steel or Conc. New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 12
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 13-14
3B Concrete New,Reroof(Tear-Off) F- Non-Insulated,Bonded Roof Cover 14
4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15
4A-2 LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18
SA CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 19
6B Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19
7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 20-21
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components;deck-attachment details pertain to'as-tested'conditions under TAS 114,Appendix J. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
➢ Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
➢ Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck.
➢ Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Struct cone.Fasteners with UltraFast Metal Plates(flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot
hole in accordance with the fastener manufacturer's published installation instructions.
_Unless otherwise noted-insulation may-bean one la er or combination of -ol iso anurate,polystyrene,_wood fiberboard,.-erlite,gypsum-based roof board,-I-nvinsa-Roof Board or lnvinsa Foam that meets the QA
—y _Y __ _ P Y �Y _- _ P
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof Cover—.
4.
over.4. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square
➢ JM MBR Bonding Adhesive(MBR-BA): Continuous 0.75-inch wide ribbons,12-inch o.c.or full coverage at 2.0 gal/square
➢ JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): Continuous 0.75-inch wide ribbons,12-inch o.c. Note:JM Green Two-Part Urethane Insulation Adhesive may be used where UTA-TWO-PART is
referenced.
➢ JM Roofing System Urethane Adhesive(RSUA): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
3M CR-20: Continuous 2.5 to 3.5-inch ribbons,12-inch o.c.
➢ Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report J9340.07.08-R4 for FL1046-R7
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 21
QOTRINITYIER' D
S. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ JM Two-Part Urethane Insulation Adhesive(UTA-TWO-PART): MDP -315.0 psf (Min.0.5-inch thick)
➢ JM Roofing System Urethane Adhesive(RSUA): MDP -157.5 psf (Min.0.5-inch thick)
➢ 3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
6. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
7. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk`carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
S. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
9. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
10. For existing substrates in a bonded recover installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
11. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. Ina[[cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
12. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
Johns Manville Roof Covers. -
Reference Layer Material Application
BP-AA Base GlasBase Plus,PermaPly 28 Hot asphalt at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28
BP-CA1 Base GlasBase Plus,PermaPly 28 JM MBR Cold Application Adhesive at
(Base and Ply sheets,Cold-Applied,1-part) Ply GlasPly IV,GlasPly Premier,GlasBase Plus,PermaPly 28 1.5 to 2.0 gal/square
APP-TA Base/Ply JM APP Base,APPeX 4S
Torch applied
(APP,Torch-Applied) Cap APPeX 4S,APPeX 4.5M,APPeX 4.5M FR,APPeX 4.SM FR CR,Tricor S,Tricor M FR,Tricor M FR CR
APP-CA1 Base/Ply 1M APP Base JM MBR Cold Application Adhesive at
(APP,Cold-Applied,1-part) Cap Tricor M FR,Tricor M FR CR 1.5 to 2.0 gal/square
- - -APP-CA-2 -- _ __--- _ - _- _ __ -Base/Ply- -JM APP Base __ JM MBR Bonding Adhesive at 1.5 to 2.0
(APP,Cold-Applied,2-part) Cap Tricor M FR,Tricor M FR CR gal/square -- - - —----- -
13. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report J9340.07.08-114 for FL3046-117
Certificate of Authorization#9503 Revision 4:04/28/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 21