Plans i • a a r a l tin* utrtttr I UH Y id/0,72001 'Oo 2¢! / , , ,
1
•
r e ARD ROOF COVERING MATERIALS (TEVT) 93 I
Approved »�-- »»�»- -••-�) Roofing Systems (TGFU)— Continued
Conditionally Approved
For only the work as described In: Insulation (Optional): One or more layers or combination of the
PERMIT NO. jS(/ i r)QO 1 - co a C I following: Polyisocyanurate, perlite, glass fiber or wood fiber, any
See Letter to: Follow ....•.»( ): thickness.
Attach ...»•.( )' Membrane: Three or four layers of Type G1 " Flintglas" ply sheet.
Job Address: S 0S S , W '4N Surfacing Gravel or slag.
t v r , 8. Deck C -15/32 Incline: 1
By: ' I - Date: I Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor
L / retarder.
®k 4-0 ( t4 lei ` ( o V ev e x ($ I 1 t -K Insulation (Optional): One or more layers or combination of the
following: Polyisocyanurate, perlite, glass fiber or wood fiber.
Base Sheet One layer Type G2 "Glasbase" base sheet.
tr $ 84 t 1 5 P e ✓ I CA t a r V �j 1 IA Ply Sheets: Two layers Type G1 " Flintglas" ply sheet.
/ __ __ _ Cap Sheet One layer Type G3 "Flintglas" cap sheet.
9. Deck NC Incline: 1/2
CER'1'Am1TEED CORP R11656 Insulation (Optional): One or more layers or combination of the
1400 UNION MEETING RD PO BOX 1100, BLUE BELL PA 19422 following: Johns Manville "E'NRG'Y 2 ", polyisocyanurate, perlite, glass
GS Roofing Mineral Wool Felt, is a suitable alternate for perforated Type 15 fiber or wood fiber; any thickness.
asphalt o anic felt in the Class A, B or C roof constructions indicated below. Base Sheet Two layers Type G2 "Glasbase" base sheet or Type Gl
GS Roofing Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are " Flintglas Ply Sheet".
suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a Surfacing: Type G3 "Flintglas Mineral Surfaced ".
suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas 10. Deck C- 15/16• Incline: 1/2
Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. *All joints blocked.
Flex- I -Glas, Premium Flex- I-Glas or Flex- I-Glas FR Base Sheet is a suitable
alternate for the G2 &lass base and the Type 15 All- Weather/ Empire base sheet. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min,
Unless otherwise indicated, base sheets are mechanically fastened or spot wood fiber; 1 in min, perlite, 3/4 in. min glass fiber, 15/16 in. min
mopped in place; ply and cap sheets are hot mopped in place. Base Sheet Two layers Type G2 "Glasbase" base sheet or Type G1
Black Diamond base sheet is limited to noncombustible decks and combus- " Flintglas Ply Sheet".
tible decks requiring insulation. Surfacing: Type G3 "Flintglas Mineral Surfaced ".
Two plies Type G1 may be utilized in place of one ply Type G2.
EPS insulation followed by 1/2 in. cover board maybe utilized in any of the 1. Deck: C -15 /32 Class B Incline: 1/2
following systems. Base Sheet Two layers Type 15 "All Weather /Empire ".
The "YOSEMITE" may be used in any of the following noncombustible deck
- roof systems and, where indicated, in combustible roof deck systems. Surfacing Type G3 " Flintglas Mineral Surfaced ".
' "Torch API' may be utilized in any of the following systems that contain 2. Deck C -15/32 Incline: 3/4
"Flintlastic STA ". Vapor Retarder (Optional): Type G2 " Glasbase" or UL Classified vapor
• "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all retarder.
• application Classifications. Insulation (Optional): One or more layers or combination of the
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT following. Polyisocyanurate, perlite, glass fiber or wood fiber.
' L' Class A Base Sheet One layer Type G2 "Glasbase" base sheet.
.1. Deck NC Incline: 3 Ply Sheets: One Layer Type G1 "Flintglas" ply sheet.
Base Sheet Type G2 Glasbase. Cap Sheet One layer Type G3 "Flintglas" cap sheet.
? - Ply Ply Sheet: Type GI Flintglas or Type G2 Glasbase. Class C •••• • •
', . Surfacing: Gravel or slag. 1. Deck: C 15/32 � i •i • 1 • • • •
z 2. Deck: C- 15/16• Incline: 1/2 Base Sheet Type G2 Glasbase. •
re . 'All joints blocked. Ply Sheet Two layers Type G1 "Fliniglas ".. • • • •
in , Base Sheet Two layers Type G2 "Glasbase" base sheet or Type G-1 • • • • • •
* I„ " Flint Ply Sheet". Surfacin5 Hot roofing asphalt, 20 lb nc • • line. • 1 • • • • •
•
; ' 2. Deck C -15/32 - Incline: •
% Surfacing: Type G3 "Flintglas Mineral Surfaced ". Base Sheet Type G2 "Glasbase ". • • • • • • • •
•., Deck: NC Incline: 3 Ply Sheet Two layers Type G1 " Flintglas" er Type ( • VIts6ase". • •
s ' Base Sheet Two layers Type 15 All Weather /Empire. Surfacing: Hot roofing asphalt, 20 lbs/e .• • • • • •
t' Surfacing Gravel or slag. 3. Deck NC • • • ..
•
" ? li' , - Deck: NC Incline: 3 Ali iiif 3 • • •
:' , - Base Sheet Type G2 "Glasbase " . •• • • • •
•
Insulation: Polyisocyanurate, mechanically fastened or hot mopped, Cap Sheet Type G3 " Flintglas Mineral�5uii'aied ". •
any thickness. mill COAL TAR PITCH FELT SYSTEMS mill ROOFING COAL TAR
:- Base Sheet Two to five plies Type 15 asphalt organic or Type G2 asphalt PITCH
I glass hot mopped. • • • • • • •
` • • •
•
" Surfacing: Gravel. Class A • • • • •
I 1. Deck C 15/32 Incline: 3
• Deck:C15 /32 Incline:3 Insulation: Polyisocyanurate, 1 min. mechanically * fastened or hot •.••
•
. , . Insulation Polyisocyanurate 1 in. min., mechanically fastened or hot mopped.
Base S mopped.
Three plies T 15 asphalt saturated organic felt Ply Sheet Four to five plies coal tar saturated organic felt or three plies
:
....
rated) hot mopped with hot tr roofing asphalt. (perfo- of Type G-1 " Flintglas" ply sheet hot mopped with coal tar pitch or coal
- .t Surfacing. Gravel. tar bitumen.
Deck C-15/32 Surfacing: Gravel.
Incline: 3 2. Deck C -15/32 Incline: 1/2
• •
.!. VVaapodrQ
retarder.
(Optional): Type G2 "Glasbase" or UL Classified vapor Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor
I
Insulation (Optional): One or more layers or combination of the Insulation (Or!ional): One or more layers or combination of the
r il•.following: Polyisocyanurate, perlite, glass fiber or wood fiber, any following: "Ultragard Premier ", polyisocyanurate, perlite, glass fiber or
•r thickness. fiber.
, ...' 3 ., Base Sheet Type G2 "Glasbase" base sheet. Membrane: Three or four layers of Type GI " Flintglas" ply sheet.
fir• ec Ply Sheets: Two to three layers of Type G1 "Flintglas" ply sheet or Type Surfacing: Gravel or slag.
G-2 " Glasbase" base sheet. COLD APPLICATION SYSTEMS
m , ' Surfacng: Gravel or slag. Base sheets are mechanically fastened to combustible decks.
Deck C -15/32 Incline 3 Base, ply and cap sheets are set in Fibrex Cement at 1 -1/2 gal /sq. to i�:.
• a •Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor noncombustible decks and between plies. y !
retarder. Class B
LOOK FOR THE UL MARK ON PRODUCT 'I
•
I ' CertainTeed �� - SPECIFICATIONS MAX. WARRANTY DURATION
"' • Gi i►l/emit/1 M■flti* M, • 10 YR NDL
;,! 15 &20YR NDL
SEE SELECTION CHAR'', PAGE tfi3
ECTION 07510
t ONE PLY OF GLASBASET" BASE SHEET
See Insulation Section when roof insulation is required $ TWO PLIES OF FLINTGLAS® PLY SHEET
(072.10 or the Re -Cover and Insulation Sections). ONE PLY OF FLINTGLAS® MINERAL SURFACE CAP SHEET
OR FLEXIGLASTM PREMIUM CAP SHEET 960
For Cold Process Application, use CertainTeed FOR USE OVER MAILABLE DECKS
ol)I' roved Cement (11/2 gals...13 Ibs) per 100 square (FOR LIGHTWEIGHT INSULATING CONCRETE DECKS, SEE GENERAL
foot between plies in lieu of asphalt. REQUIREMENTS SECTION PARAGRAPH 3.9)
Inclines: Up to 6° in 12° (inclines 1° to 6" in 12" see
Bailing Requirements Section). Inclines: Above 3° in 12°
cis() ripe IV Asphalt. • .2• Le •
Reliable Deck
Asphalt •
Roofing embrane. Sheathing Paper
'
9 •
(If Required)
Cut Cap Sheet into lengths not to exceed 18' and allow ss �
End Laps
to relax. Longer lengths may be used when rolled or Drainage 2• Staggered
machined and broomed into place. The base ply is 3' Apart (min)
il)stnlle I d with approved mechanical fasteners in the side i • .
laps. 9 o.c.. and two rows staggered in the center of the +
sheet, 12" from the edge and 18" o.c. Side laps shall be 18• 1 1 ' • '
a rnininlum of 2 ". Each interply sheet is adhered in a full " r '• 6•
' 36' End-. •
I non )pinu 01 approved asphalt at a rate of 25 Ibs. /sq. +/- 1 f,, rap
15 Interply sheets are installed "shingle fashion ", lap- r ;� A sphalt , . , •
1)1 1 9" i )n �, 1 sides. One ply of Flintglas® Mineral Surface 2° 9• s '
Cap Sheet is adhered in a full mopping of approved Flintglas Ply IV
a at an application rate of 25 Ibs. /sq. +/ - 15 %. Cap or
ioet side laps shall be a minimum of 2 ". All end laps Premium Ply VI
.1;111 be a minimum of 4 ", (Premium Cap 960 shall have Glasbase Flinlglas Mineral Surface Cap
All Weather/ Empire or
I1" side laps and 6" end laps), and not Tess than 3 apart, Flexiglas Flexiglas Premium Cap 960
diagonally staggered. All side and end laps of each ply Flexiglas FR
Shall f )e staggered and offset from preceding plies. Back Poly SMS M-N-B4
rnop all Cap Sheet end and side laps. Roofing system .
shall be installed in a continuous application. •• •
2.01 OOOFIAtt SYSTEM....
1 •. • • • • Base Flashing and Curbs. • •t0e uare'Fbet •
Over the completed membrane at vertical surfaces, Summary of Materials peg , q
install Base Flashing consisting of one ply of Flintlastic® IGLASBASETM Base Sheet (tpI 25 Ibs •.•
Cap Sheet, set in hot asphalt, modified bitumen adhe $FLINTGLAS® Ply Sheet (21J sl• • • 16 III •
sive. or torch a .. •
lied to primed concrete or masonry FLINTGLAS® Mineral SurfaS'�� SI)eeP(t ply) •• •.
applied p y sur (Premium Cap =100 Ibs.) 7 2 •
Ibs. .
faces. Base flashing shall extend a minimum of 8' up ver Type III Asphalt Moppings ( ea.)•••• 75 Ibs. •
tical surfaces and 4" out onto field membrane. Wood sur Approximate Total finished : e ht• • 188 Ib•••••
faces shall receive one ply of base sheet extending from Asphalt. •••••
top of cant strip td top edge of Base Flashing prior to Apply asphalt at a temperatare TjeEween 4@9i•and • •
application of Flintlastic® Cap Sheet: Nail top edge of 450 ° F. Shall meet requiremenTs of ASTM D312.
Base Flashing 9" o.c. through tin discs. Sealing the top of Grade and Type determined by incline ptir 1 • •
the base flashing prior to installation of counter - flashing climatic conditions. ••••
is recommended. Cants.
In angles of roof deck and vertical surfaces, the Roofing
Refer to Commercial Roofing Systems Contractor shall furnish and install an approved Cant
General Requirements Sections for Strip with a minimum 3° lace.
definitions. General Requirements shall be
used in conjunction with Roof System NOTE:
Specification. Insulation and/or recover tAlternate Approved CertainTeed Base Sheets include: ALL
p
pecifications require the integration of WEATHER /EMPIRE, FLEXIGLAS'M. FLEXIGLAS'M FR, or POLY
propriate addenda into the main SMS Base Sheet. •
,pecification. NOTE:
tAlternate Approved CertainTeed Interply Sheets include
U.L. Class A FLINTGLAS® Premium Ply Sheet.
vi1 -11
• _ _ — VLMK Consulting Engineers PRINCIPALS
3933 SW KELLY AVENUE / PORTLAND, OREGON 97201 -4393 ALFRED H. VAN DOMELEN. P.E.
JAMES E. KNAUF, P.E.
(503) 222 - 4453 / FAX (503) 248 - 9263 / email: vlmk @vlmk.com GREGORY J. BLEFGEN, P.E.
HAVLIN G. KEMP, P.E.
• JOHN T. BROOKS
KEVIN M. KAPLAN, P.E.
STRUCTURAL CALCULATIONS ASSOCIATES
CHRIS M. PALMATEER
BILL G. LAMBERT
for
Roof Investigation for Reroof
15605 -15705 SW 72nd
Tigard, Oregon •
for
Pacific Roofing
P.O. Box 1728
Beaverton, OR 97075
Attn: Guy Belt
Ph. 503 -640 -3163
• • • • • •
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4 •
✓ 4V�f
••••
•
• • • • • • •
t/ Q. • •
• •• ••
•
•
••••
•
• •
• • •
••••
CONTENTS:
1. Calculations S -1 thru S -3
2. Reference Drawings...R -1 thru R -3
August 9, 2001
VLMK Job Number 201313
0 0, O
CO .
MEMBER
.
L _ ___s VLMK Consulting Engineers Job L & 1 nn'' __
1 ' 3933 SW KELLY AVENUE / PORTLAND, OREGON 97201 -4393 Client_ I f 1G \�1
fi 2 0\ 313 N f1
By shnr
— ` (503) 222 -4453 / FAX (503) 248 -9263 / email: vlmk@vlmk.com Job N o.
Date ■-• -0 1 Sheet No S" ,
. - . .
rL\) Cc° (2,- ✓ Pao _...N \i 1' d 11 J Fo<-. AD o I-T io rJ
N'c- ifv -r?.o4 = `- P-i..:. -, rz., = t�s,c_.__-t - Z Pecs -1- GDP - s ' 1,i psi
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7 --It.) & 1,0Ps -
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S..7 p 5 1 I, lb 612
_=e, 1 SIS
- - ExLu1,10._ ZG, -DL-- °__ 1.0 + z . i Jr c •S -r t -3 z = -4 . lo P5
SG. Dl_ = 1.3, t iS = 2,1 fsi
• ADD 4.1 Cv.) (2o0w- WI' T o > 1 % X s T c - 1 c L ' Li . to - 1,1 = CO 1 3 p •
I 1.49 .C1 = 7. a PS �+ 3 e 5' • '••••'
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1
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GLB�� X 2 �,, ,� Z r F I wf� oue
Gapes ° .341`,�
Job f3 Ln G, 2i 9
� ' " VLMK Consulting Engineers
client PpU CC-4NG
t--- , 3933 SW KELLY AVENUE / PORTLAND, OREGON 97201 -4393
F t =v �` (503) 222 -4453 / FAX (503) 248 -9263 / email: vlmk@vlmk.com Job No. 1 A1 B ( `,£r\ {)
Date % - + -4: Sheet No. 5- Z
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CwoL, j w 4 L 1S .&)tNpt. *•// GEN1) 1 riL, ! . Ca Were' dh) 4hff.••OkAor
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0 41,4
VLMK Consulting Engineers Page 1
• 3922 SW Kelly Ave.
Portland, OR. 97201 j s 3,
FOOTING DESIGN: DATE: 8/9/01
CHECK VALUES IN YELLOW !
SOIL PRESURE LENG Tk,OFO S D SQUAR;CO,'fl
(KS F).? 1_5 ( ' N 11.5
TOTAL AXIAL LOAD i2.11MV 3000 psi
7RIPSON 62.5
6.5
TOTAL AREA REQ'D TRY 7 sq.ft footing
SQ.FT 44.16667
FACTORED SOIL PRESSURE:
(KSF) 2.168367
S ASS IVEll 12 - ASSUMED d: 8
SHEAR TWO WAY:
c= 19.5
Bo= 78
Vu= 85.88768 G A041- 11V /.
PHI Vc= 116.2048 V OK —� X - 9 X Vi; 1
ONE WAY SHEAR: •••• yo)Iiiv€44 ' • • ••••
•
1 28.25 • • • •
•
Vu= 35.73289 • •• • • • • • •• • • •• ••
PHI Vc= 62.57182 OK • • • • • •
. • •
••••
• • •
•• • •• •
BENDING: •••• • •
J 36.25
•
Mu= 69.25553 kip -ft • •
•• • •
Ru 0.171765 ROH 0.002966
As (req )= 2.657768 : `A i 6 i1:!a'_ iT i 6
d (actual) 8.25 a 0.636427 As (actual) 2.650719
phi Mn= 94.61221 kip-ft, OK
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9ERCTICNs RIDE OF LUMBER •
V B •5109 r G a a F 62 A -ass TOP CHORD 2X 6 DFL DNS 1¢1( & ALP SPL TO OCCUR "
e c s;oa 11 8092 A c 5879 BOTTOM CHO9C 2X 6 CFI N. 1. N OTED) $ PANEL LENGTH
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0 99 4 ► 90e7 9 c 791 FROM JOINT. .
P 0 C - 3270 4E9 ME9BE99 2X 4 DPI STUD /STRNO
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� RECOMMEND 1 " CAMBER r''':1 ::::•.,' !, C 1i" wiw fob ���0C �
1 . W. DUR NHAM AVE C 4 9- 1 1 10 '' b?ti10a4d•. RanubmR • Nor.
a. 0. BOX • PHONE 639.1141 T • LARD . •-•:i•.:•
r1GARD, OREGON 97223 I �.,__ ;
/ 37' 10 2/16" T.C. LENGTH
. awl'
1 2x6 1 f FL NO. 2 / DFL DNS #1 :9U99 SYMMETRICAL
NOTE ! 6--" — 1:10 OUT CENTER LINE
• OYP. END P , C . 5' / 2 /16'' r 5' C 3/16' • •J • C A /16•
• EXTENSION IS q 5x6 x B A LT SPL 6x8 B =3 Wisp', . 0 6x8 H =3 / SPL E '
9 3/ BOTH 5 2x1 4.s B =la Ire B =11 4X5 N 1 -
ALLOW FOR 1" B
CLEARANCE.
2"
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9x12 B=5 Dx9 W /BLOCK 9x10 / 1 J
'.v tik2 • • • • ' • ' W /BLOCK 2x3 OR 2x4 BRACING 0 4 • - • ' 2x6 ;CAL 3V0 : € : 0.C. (MAX) IF CEILING NO1
1 SHEATHED.
/ 36 5 14/16" B.C. LENGTH S` •
••• • "' PRUSS ELEVATION
• .. • • ....
4 .. • •"
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' n .omRda Ire 'The owgi, N�q '1_, • • • •
Na cy �w ioeaw+. ..bap...di,�, SAN • i S EE EL.TC LL 25 PS CODE UBC
• ,.. ... , e i. en+do.... .na.s. s. `' La r
, 7 t
b oma.oe .+o,lurw. Pi e,va mm as PI TC 01 PSI? , ^W AN N 3/709 m. PA V V V VN GIN ERING D ATE
i e�i owl a� •D V �i b�rvH � $ • 48 r BC 01 5 P ' ENGINEERING J09 —. 7 Q
•'Q"m" • • • • •• ' �T1L.u& ' 1. L5% TOTAL 37 PS CB
3 wC a1K.I.4 .5I1C • e • • s4 s.w.,Tm. • . . • • • •
n'�� /O39 -