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Specifications s — 0 ®0 2Z • (v <v 5 0 ,514) Rec cvo( t / Seismic Veneer Anchors (Patented) D/A 931 Seismic Channel Slot Anchor Assembly (Patent Pending) --�= �� ,- -•° --�.. Engineered for use with . - - t standard channel slots. r Pencil rod or Seismic b • t -2a- t � - ' 1 r � Ladur fits inside shear . ' r lug for positive place- - • '— - O/A 213 �-- ment without the need .� _ , =: ; ' • - • -• for special clips. Meets I • _.. i • a'' s _:;: 'a ,. �..�. all UBC Chapter 30 = s ' -'..'4 ' .: 7 : 4: . . =i • _ � requirements for - • = :i:r • -�.. _ • - . ;.: — --��-' �� se i sm i c zones 3 a nd 4. ''"'� ---"---' ... :v. -, • . v '' • .7i j. iiimnisimmostem This anchor has the same plate and pine design as ;` :.c�- t • Seismic Dur -O -Eye, but is $'::5 •` :• 0/A 131 Seismic Dovetail Anchor Assembly (Patent Pending) engineered to be attached •~ '; 4:, �` � to the face of a CMU, con- .:•T''. - - ?' • - .. Specially designed tie :; ; , " ` �` • • ' ` with shear lug locks for ••,....._•,...., � ,11 , ' , Crete, steel stud, wood stud �: � .. or steel frame rather than ` _ ; -�, ! ;./ pencil rod or Seismic embedded in mortar. Shear • - "9 -v► -: `_' ...7C Ladur to a positive . .- • lugs hold pencil rod or - ` positioning and rein -", - ` • Seismic Ladur in place :-. f orcement without the '. - • for greater pull out stress T > _ • -���- .. � need for special clips. _ �. • _ - resistance and ductility. �� Engineered to fit stand- .. � ,�' ` -'— �-: (sts 1 up or down to allow for different course heights and dovetail slots. :� :; 41. .. - 77.-‘'".. 1 . , � . .r� a td allows at least t /z " horizontal in-plane movement to accom- Meets all UBC Chapter - ...�� • `�_ ., modate expansion and contraction. A hot dipped galvanized 30 requirements for "� - �-..-_.. finish (1.5 oz. zinc per sq. ft.) is standard, and 304 stainless seismic zones 3 and 4. steel is available. DUR -0 -WAL recommends the use of two screws for steel stud applications, either the D/A 807 or D/A 995, or a special 1/4" expansion bolt for concrete or masonry 0/A 431 SRA Seismic Residential Anchor (Patent Pending) retrofit applications (D /A 5213). Meets all UBC Chapter 30 requirements for seismic zones 3 and 4. • Seismic Ladur .,- . —.: `y • • ` .,, -K • T' — _.T-�: • ,`• . •• ` 1 � A l , • -I - v _air- � "4' •_ - F. , •Ti: `.' T i• - : ! r<. ..;i:::: ai-, - 'r = - ` . - . . a te s y - y - : -;ka-1 . -- :--, g!_— - -_- __- �• -` 1. i' ai �% r ~ Although residential building codes are much less strict than commercial codes, DUR -0 -WAL recommends the use of rein- forcement specifically designed for areas prone to seismic Prefabricated joint reinforcement for embedment in horizontal activity or high wind. The use of such products assures a much mortar joints of reinforced masonry. Superior to pencil rod higher degree of resistance to failure. because double parallel wires distribute loads more evenly i _ .1 entire length and welded cross wires provide better DUR-0-WAL recommends the use of its new SRA anchor for ',.. norage for stress transfer. Eliminates the need for inter- maximum assurance of durability. A special 14 ga. adjustable mediate Bond Beams (use of Chord Beams at top of walls is seismic corrugated veneer anchor with two shear lugs, which always recommended). Reduces grout requirements, wail is engineered for use with pencil rod or Seismic Ladur to resist shrinkage potential and dead weight of wall. Also used in out of plane movement and afford greater ductility in seismic external concrete masonry or brick wythes in seismic zones zones 3 and 4. Recommended for single family housing only. and 4. Refer to 0/A 213 for commercial application. Technical Information For more information on products for seismic and high wind conditions, contact Distributed by: - your local distributor or the OUR -O-WAI office near you. ` • Seismic Dur- O- Eye /ladur Eye masonry to masonry - Seismic Residential Anchor . • - • .. .: :: -• -- • Applications: I Composite or cavity wall with or without Applications: CMU, brick, stone � • Finish: Hot dipped galvanized (2.0 oz. zinc per sq. ft.) insulation •� , ..- • � � i ,,-.: . • Thickness:. • . , or stainless steel :;,..: :-• .7v Wire: 9 ga. or 3/1e• : (•• • Seismic Pintle: 12 ga. (Q105 in.) • Standard: I 14 ga. •.:;; - '' Plate: 16 ga. Heavy Duty: I 12 ga. - - ;; 1 Pintle :- Table 1— Assembly Capacity (lbs.) -' ` - 7:4,. Spacing: Every 16 on center • Seismic Dur - O Ladur Eye. D/A 213 VeneerAneh " " . -T .' 4 Pintle Vertical -....h..,..- Average Deflection Stiffness i . - _ ; ,'J A djustment: 1 ' maximum �.:;: 1 a. $ Adjustment: U ltimate @ lbs./in. :,� '� = Horizontal Load =~:. Movement ±'h' , :; . "741•: s H eavy D uty A ssem bl y - 11 ga. p ga. plate Finish: Hot dipped galvanized (2.0 oz. zinc per sq. ft Capacity Tension /Compression ' :1;r1.1-1..1:: 7'?' te e - o i n l ess steel 0' Eccentricity 1256 lbs. 0.013 t 7780 1 • =0 -W11 does not recomme d 3/16 wire. ask for Tech Paper 93 -1. . - ' : D /A 213, D/A 5213. .7~- ' i:;::- --._.. -,' 4 3/4' Eccentricity 380 lbs. 0.024 4120 - -,. ... •••",, _ r. - 1 Eccentricity 360 lbs. 0.047 2110 • = : •= <: . . • : • . •• ' • CMU, concrete, steel stud, wood stud, or r �;y; steel frame vith or without insulation Standard Our -O- Eye / Ladur Eye Assembly -12 ga. pintle /16 ga. plate; • Standard D/A 213 Assembly -12 ga. pintlell4 ga. plate f Thickness:'.' Capacity-Tension/Compression Standard: 0' Eccentricity 730 lbs. 0.015 - - " 6666 Pintle: 1 12 ga. a - / • Eccentricity 2401bs. 0.037 2700 T • Plate: 14 ga. 1 Eccentricity 180 lbs. 0.170 588 'C -.-d• Heavy Duty: Pintle pull out/push out from mortar . ; ; : *; } .. • Pintle: 11 ga. : Without continuous reinforcement 1 1160 lbs. N/A N/A - `" ''= Plate: 12 ga. With continuous re 1590 lbs. N/A N/A 4 A,.. �.( Pintle Vertical .. NOTE Loads atone fm vetoer anchor unwary. Capachy ad Whom of Dar- 0-Eyet -^+ � ;, ~ • : dry Adjustment: 1'/ maximum - :.Lama Eye awmaly (s greater. where aeudvated eecentAm uz r ends 1", OUR -O-WAI :'•, -.r;;-. recommends 11 ea. eimle. -.. _ ,.. ' , • ; rf•- - - : %:: �'` A Ai Horizontal Movement + Fastner Capacity (lbs.) - • '' • � " - Y f '• • Finish: Hot dipped galvanized (2.0 oz. zinc per sq. ft.) Screw Type Stud Thickness '"' or stainless steel _ 20 ga. 118ga. i 16 ga. t►'' "" - • #10 Coated Steel 0/A 807 368 547 1 784 . 4. Seismic Dovetail Anchor /Seismic Channel Anchor F -, #12 - 14 300 Series Stainless Steel 0/A 995 315 472 1 787 ;. Applications: Brick. Stone. CMU Expansion Anchor Bolt Capacity 7/16 (0/A 5213) - • Finish: Hot dipped galvanized (2.0 oz. zinc per sq. ft.) or stainless steel - Substrate I Capacity (lbs.) Thickness:. . .. - Concrete 3400 Standard: I 16 ga. Hollow Block 1300 Brick 2000 . Heavy Outy: I 12 ga. Mortar joint 1300 Warning • Warranty • The information contained in this publication does not constitute any professional Seller makes no warranty of any ldnd. express or implied. except that the goods sold opinion or judgement and should not be used as a substitute for competent proles- under this agreement shall be of the standard quality of the seller: and buyer assumes signal determinations. Each construction project is unique and the appropriate use all risk and liability resulting from the use of the goods. whether used singly or in of this product is the responsibility of the engineers. architects, and other proles- combination with other goods. Seller neither assumes nor authorizes any person sionals who are familiar with the specific requirements of the project. to assume for seller any other liability in conjunction with the sale or use of the goods sold. and there is no oral agreement or warranty collateral to or affecting • this transaction. . • Plants and Offices _ D V R-O -WA LT Caseate ant 625 crane Street R 0. ea: 93a :. 12799 t'brinreter txi`e I NC. sate Headquarters Aurora. II. 60505 eirm ngham. AL 35209 oaeras Tx 75229 9157 _ . 3115 N. Wilkie Road (708) 899 -1101 (206)78(}6666 m4 V9 . . Suite A 1-800- 323-0090 - • • 1.800-3669W7 . • . Arington Heights. IL 60004 FAX (709) 8906331 • ; . FAx: (205) 781-4736 • FAX (214) V9 -9649 ;. � 3115 . Wilke Road (709) 5774400 • Suite A FAX: (708) 577.6 Ow-0 419 • o•Mal. tin - . - 597 Colorado 8tvd. • 213 S. Alma School Road 1750 Bonnie Road Arlington Heights, IL 60004 601 North Point Road Dewar. CO 80216 Mesa. AZ 85202 Mississaga. ammo t5T 1C8 . 9animore. MO 2129 (303) 321.1836 (602) 969.5501 (416) 90.4470 Technical Assistance (4101 485-412011 1400. 323-0090 1-800.235.0024 FAX: (416) 944474 and Sales: 1- 800 -338 -1692 ' ( u ) 321-1713 FAX: (602) 844-2136 FAX: (410) 485-1754 01942. our-0 r. Inc. Primed in USA 292 514 • • • . .. • . . . . ; . ■ .. ri "7 — LLI {j [ 1J POst-lt" brand fax transmittal memo 7671 • ;mos P ......-- - • 1 I_ ,I, . i5:,i -- krr " —_t -,-.4.5711 ref m:ckcr.zie;-31t.r. :1 . MIIIMIIIIIIIIMIGWAL . Milli= liicorAr.;!:d "---" ---- -—- Mrim ° Z.Z. 4 f'S"' •4 3 r- fee/f • uta. /41-Le-4 4 5— d' (R A. 4 urt.zi. ii car,,....9d..."-- ..z..e.,—., dr ,44-e6- ,e-e- i r . A r . 4 10 g I t i(2 A S e.:0 ...,...4..........4.---' V.Z.4.;....e...e...-- &"-- 61..../...:.,.., /=:•4ei 2"-So ..•%-a-4.'..."-. )4,6 01.....a._. -9.4 I ,, . , ce 2..0o ir.a,..g.,_ ref ce _ tc ,,,. ...,6 0-..c.. . . . . . .. . . . . . . . . . S I C I H I U I L I L I E I R • • Single or Double Specification No. 503 Layer Roof For Use Over Steel Decks And Insulation With Covered By Built -Up Or Modified Or Without An Bitumen Roof Membranes On Intermediate Inclines Up To 6" Per Foot Vapor Retarder For Regions 1, 2 & 3 1 o • • i (mid NW • • Of 77 . nil • • • • • Alp., ir . Awl. _ .L i s • SS' •T . 1 1 1 1 l t General Materials per 100 sq. ft. of Roof Area: This specification Is for use over steel decks which can receive and adequately retain mechanical fasteners as may be Felts: recommendod by the deck manufacturer and as accepted by t3l Gl Premier Factory Mutual In Its current Approval Guide. our asPly IV None, 1 or 2 plies insulation: Design and Installation of the deck and/or substrate must UttraGard. Tapered UltraGard, . result In the roof draining freely and to outlets numerous Fesco Board, Fes -Core or Fesco Foam and enough and so located as to remove water promptly and '/r•• Retro-Fit Board Overtay 100 sq. ft. per layer Completely. Areas where water ponds for more than 24 hours are unacceptable end will not be guaranteed. • Bitumen: Per Mopped Incline Asphalt Per Felt Insulation Note: All general instructions contained' In the current Schuller Per Foot Type . Ply pbs.) Layer (lbs.) •IndustrlaVCommercial Roofing Systems Manual should be Up tC 1• 170 °F Type sr, Flat . 23 30 • considered part of this specification. 1° - 3' 190 °F Type III, Steep • 23 . 30 Application 3• • 8' 220•F Type IV. Spec. Steep 23 30 Insulation, first layer. Apply the units of insulation with long • Consult the semivowel 'runniest S.rvie.. spinally r.pardinp prorKt3 joints continuous either parallel or at right angles to the vibe of b, na onl sess. t he metal deck. All Joints parallel to ribs must be formed over Instal eeCtt ro n� tiny and uniformly set, without soUd bearing deck flanges. All end joints should be staggered• , into a hot (within 25°F of the EVT) asphalCapp Just to with approved mechanical fasteners. before the fill at a nominal uniform rats of 23 It* per square over . - Vapor Retarder of required): the entire surface. NI edges of the fell should be turned up on, but A. One ply -Apply a full 38' wide felt with following tetts not connected m. all vertical surfaces extend beyond all roof . applied full width, lapping each felt 2' over the preceding one. tickles. TM overage must be great enough to permtt at least a 4' return over the top surface of the insulatisn. B. Two ply -Apply an 18' wide felt, then over that a fug 30' • • wide felt. Fotinwing felts to be applied full width. overlapping Natters Of requiredk Nam, the seine the as the total the preceding felt by 19'. InsuiabonthIcknoss. we to be i>stalisd in iosepng with The require - ments of the selected membrane specification. Wood nailing strips. • . • . edging and curbs should have been treated with preservatives wNeh will not react with asphalt. Oil based preservatives such as creosote are not soceotabla. See Schuller In dustnaliCommerGal 24 • . • • • Specification No. 503 • • • Roofing Systems Manual for specific placement of nailing strips Installation Considerations and Orientation of roof assembly materiels. Protection from Weather. Insulation should not be lett Insulation, second layer. When applying a second layer of exposed to the weather. No more Insulation should be aPP applied. than can be completely covered with the finished In sulation. have both the long and shout joints offset from the membrane on the same day. joints In the first layer. Apply second layer of insulation Into a full width mopping of hot asphalt (within 25 °F of the EVT) Schuller roof Insulations an shipped covered with plastic applied at a nominal rate of 30 lbs. per square. shrouds which are Intended to temporarily protect the Before application of the roofing, projecting vapor retarder material while in transit. Store on the jobsite with a weather - 9 proof covering such as a tarpaulin. felt at vertical Surfaces and edgos should be turned over and • solidly mopped to the insulation. • Long term material storage under plastic shrouds could allow • Product, Design and Installation Considerations . moisture to form on the product. Product.Conslderatlons Cold Weather Application. As asphalt chills rapidly at 40 °F, Insulation Characteristics, Roof Insulations should exhibit consideration should be given to application by mechanical the following qualities to adapt then to their specific role In fasteners and to the 'Mop and Flop' method of installing • • the total roofing system: . - insulation. The 'Mop and Flop' method entails mopping the • • Resistance to indentation, compression and crushing back of the lnsulation.so asphalt retains its adhesive qualities for a longer period. Reasonable care should be In any during Installation of the roof membrane and during application below 40 °F. periodic Maintenance once the roof is completed. • • • Acceptability to testing agencies such as Factory Mutual Limitations. Schuller Insulations are•not recommended for and Underwriters Laboratories, Inc. applications where temperatures are maintained in excess of 200°F. Schuller roof insulations are designed to be compat• • Resistance to wind uplift. Roof insulations must be ibis with most membranes, including built -up roofing, single compatible with hot bitumens and resist pull-through of ply and modified bitumen (hot mopped) systems. Tho mechanical fasteners. membrane manufacturer should be consulted for specific • • approval with individual membrane products. Design Considerations Drainage. Proper drainage mustbe provided on all roof . Foam Insulation Products are Combustible. They should decks. Standing or ponded water hastens the deterioration of be properly protected from exposure to fire during storage, any roof system as the water can work its way'through laps transit, and application, and it is important that Installation or any minor application flaw In the membrane. Instructions be followed. Double Layer Insulation. This procedure is considered good Mopping BUR Membranes to. Foam. Insulations. Although rooting practice for the following reasons: Fesco Foam and UltraGard ere compatible with not asonait • Joints between single layer insulation boards and mechani- and BUR membranes, Schuller. supports PIMA (RICITIMA) cal fasteners can create thermal shorts or pathways for and NRCA in recommending that a cover board of Fesco heat transmission. Board or 'Iz• Retro -Fit Board be installed over foam insula- tions to reduce the potential of 'membrane blistering. • The potential for membrane failure is greater over single layer insulations applications. The joints create stress • concentration in the membrane that can product ridging and/or splitting. • Overly flexible decks are stiffened. • • • 25 S C H U L L E R . UltraGard® For Built -Up, Modified Bitumen Isocyanurate and Single Ply Roofing Systems Roof insulation • Recent investigations have Indicated that reduction in foam thermal performan wiA condnue to ooau after t PIMA (RIC/TIMA) six - month conditioning period. The ultimate Revalue of ,less products will depend on individual installation circumstanc • • When calcula ing tins arrgclpsted therm ps over. the s :pant ed Itfe ofthese produeb, Ma nvlllo " Roofing Systems suggests the use of an Revalue of 5.38 per In of foam thickness. ' UltraGard Thermal Values. Product Conductance Resistance Thickness Designation C -Value R-Value Nominal' 'C•17 .167 6.0 1.0' \ C-12 .12 8.3 1.3' S • ` C -11 .11 0.1 1.4' - - r C -10 . .10 10.0' 1.5' 4--- C-08 .08 12.5 1.8" C -07 .07 14.3 2.0 - 2.1' C-06 • ' . .06 18.7 2.3° C-06 .08 20.0 2.7.2.8" Description 0-046 .048 21.6 3.0' UltraGard Is made from polyisocyanurate foam faced with a c.043 .043 23.0 3.2' special reinforced fiber glass mat facer. C-04 .04 25.0 3.3 . 3.4' Application C-038 .038 28.0 3.8' UltraGard. a poyisocvanurate foam.roof insulation, provides �' .033 30.0 4,0.4.1' high thermal values for root assemblies over mailable, non• • Nominal thicoeta of matertal depends on ow nisnufactunng location and mil nailable or steel decks. It may be applied using hot asphalt vary within the gnen range. and/or mechanical fasteners. The facers are compatible with BUR modified bitumen and most single oly roofing membrane applications. Sizes UltraGard Is available in 48' x 48' (1.22m x 1.22m) and 48' x 98' (1.22m x 2.44m) boards. (The conversion factor to convert Inches to millimeters Is 25.4 per inch.) Advantages Membrane Compatibility. The fiber glass reinforced facer used on UltraGard is suited for hot asphalt BUR and modified bitumen systems and Is also compatible with mechanically attached, ballasted and fully adhered EPDM rubber and most other single ply roofing membrane systems. Thermal Values MANUFACTURED WITH • The thermal values of UltraGard were determined in actor- HCPC'S (HYDROCHLOROFLUOROCARDONS) dance with PIMA Technical Bulletin 101 (RIC/TIMA Technical Uf raGard• le produced with chemicals currently accepted se Bulletin 281.1) using ASTM C 518. rspface risnts fn the CFC phase-out process, dtsmkala that significant* reduce the ozone depletion potsr+dsL AN UttraQard products are martufattdaued with transition sub` . . stances known es 141b blowing agents using only HCFC's (hydroch ). Uitrsf3erd is In compliance with EPA mqulrsmend govertIng all materials produced after -� May 13. 1099. UlaaGerd meets the standards of the Ctesn•Atr AM Amendment of 1900. • a . • S 1C i H (U L I L (E R Fesco Board For Built -Up, Modified Bitumen •. Roof Insulation and Single Ply Roofing Systems Y / Dimensional Stability. Because of its perllte composition and low water absorption rates, Fesco Board is dimensionally ' ,/ stable over a wide range of weather conditions. - Fire Resistance. Fesco Board has excellent firs resistance and is approved for use in FM & UL approved constructions. . I Mopping Surface. Provides an excellent base to receive a built -up or modified bitumen membrane, exhibiting excellent compatibility with hot asphalt. • Good Adhesion. l he top surface of Fesco Board is sealed .. ".' with Top -Los'° coating to control the penetration of mopping _ • : bitumens, helping to assure proper adhesion of the roofing t membrane. � Ter -• • : Stable R- Value. Feeco Board has a stable R -value because it -,, r - .: - : ,. is an inorganic and fibrous material. Description Thermal Valu Thermal Conductance Thermal Resistance Thickness Fesco Board is a homogeneous board, the principal compo C•Value R -value (nominal) vent of which Is expanded pertite. a volcanic ore, blended with selected binders and fibers. The pertite particles are subjected 0.48 2.08 '/a' F— to intense heat which causes them to expand to approximately 0.36 2.78 1' seven times their original size. The resulting glass -like beads 024 4. 8 1 ' /�' contain air cells which provide high insulating efficiency. 0.18 +.58 2' The top surface of Fesco Board is sealed with Too -Loom Applicable Standards coating to retain the proper amount of mopping asphalt, thus Fesco Board complies with the requirements of ASTM C 728. assuring positive adhesion of the built - uo roofing membrane. Application Fe= Board has been rated in Factory Mutual fire and wind PA resistant systems for BUR. Single Ply and Modified Bitumen Fesco Board is a thermal roof insulation board for use in roofing constructions. This testing is specific to the roof deck, insula- systems. It is intended for use over t a s, non- naiiable or steel ton, fastener, fastener pattern and the membrane. Soave roof deho roof decks. It may be arched using hot asphalt ander meatan+ail limitations preclude listing all approved combinations. For fasteners. Fesco Boars is listed in /le E.ivironmental Protection pent information on Schuller FM approved systems. contact Agency Rule 40 CFR Part 248, CRAW* for Procuremnnl of a Schuller [Atria Technical Services Specialist, Sales Building Insulation Products. as a recycled product approved for use Representative, or the current FM Approval Guide. on any project using federal funds. Sizes Fesco Board conforms to Underwriters Laboratories. Inc., Fire Fesco Board is available In 2a" x 48' ;.81 m x 1.22m) arc Hazard Classification, as a Roof Deck Construction Material 48' x 48' (1.22m x 1.22m). (internal fire exposure); for use In Construction Numbers 1.2 and 158 (fire only) and 156 (wind only), and as a Bullt•Up Roof Standard thicknesses are''.'. 1.., 1 and 2'. Cther sizes are Covering Material (external fire). See the current UL Roofing available upon request. Materials and Systems Directory. Material will have UL labels only when requested on the order. Advantages Fesco Board is also ctassfilvd by Underwriters Laboratories, Fesco Board Is listed In the Environmental Protection Inc. and is approved insulation for the following Class A roof Agency Rule 40 CFR Part 248. Guideline for Procurement constructions. Contact Manville= Roofing Systems for more Of Building Insulation Products, as a recycled product approved for use on any project using federal funds. details and additional approval listings. Strength and Durability. When acciied over rigid permanent decks. Fesco Board's high laminar tensile strength resists damage from on•the -fob and mainterance trawc. offers ari excellent substrate for ail roofing membranes. and effectrvniy bridges flute openings in rr.etai decks. In Factory Mutual Research Corporation Approved Fastening Patterns for Roof insulation 4' x 4' bd. 4' x 8' bd. Fastening Per U. Approval Guide Fastening Per P.M. Approval Guide Corner (140 81.90) & Perimeter Psstening (1.90) Corner (140 £140) a Perimeter* Fastening (400) comer a j Perl�rreeer Field Corner a Perimeter Flu d `. i met - • 111 , . • r Tr - I _ir 1 • • • • • I . • t t . • • .• • • • • • • • e fsetenreibd. 12 a.rnsnsibd. 14 d.t.n.rsrbd- r fu$.n.rslbd I IT a.o.orrm s• • re t? , , r, S>amoaAe 2• - 'T �=; 4 � af � _ � _' a i • • • • . i • • . -. • • • •— • • • • • • • • • • • • 11 fssners/bd. 4. 17 faererwrs /bd. 7 feelnwre /bd 11 fu,Wnsrslbd. IT 7 INNS 0 to - 77 , ¶ • 11'� • swum ,? -. 7 2 - ■ IT . 010 S a psrr s) 1 . • . _ _! I i -1? IT • • ltrel • - t . • • • to faas/bd. tableware/bd. . . • • • 6 faetenare/bd. 9 htseronslbd. W ra IT 3 mass/ ar a r • 7? . ,. ( if 3 so.= 2P • 7r tr. _11r I tt 24' i •1 ? 1.12 N _� • • I �1P• It r • • a fu nu t ibd 12 /bd. • 4 frebnsre/bd. S faismrslbd. L' • Pommatar faseenUip m and for 1.00 ran only. • Note: For further information regarding field. corner and perimeter fastening, refer to the current Factory Mutual Lou Preven- t= Data Sheet 1.2S report. or call your Schuler District Technical Services Specialist. 17