OZCO 2016 - Company Presentation

Multiple Brands Creating Amazing Solutions ■ Provides the innovative fuel for its customers creative fire ■ Create amazing solutions for real world situations ■ Be a key contributor to our customers’ success ■ Improve upon what we did today... tomorrow

We equip our customers with products & support services to build their dreams.

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Connectors for Wood Projects ■ Steel connectors provide the strength needed for construction ■ Connectors reduce construction time and improve appearance ■ It’s easier to meet building code requirements with connectors

FREE Project Plans

Step by Step How To’s Material & Cut Lists

OZCObp.com

Credit: Lubbock Pergola & Deck

www.lubbockpergola.com

Family & Friends Gather... OZCO Connects

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Pergola & Arbor Connectors

PHOTO Inspiration

■ Reinforce standard connections with engineered connectors ■ Use decorative hardware to create a focal point for your project ■ Fix unstable structures with connectors

Galleries Packed Full of Inspiring Images DIY to Pro

OZCObp.com

Build the Outdoor Structure of Your Dreams

An large scale example of the many possibilities OWT hardware offers.

4x4 Post Bases

Large Post Bases

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Post To Beams

Joist & Beam

Angles

Truss Ties

Accents

Specialty Fasteners

Gate Hardware

An Introduction to Ironwood ■ Latest bold design for the OWT line of hardware ■ Available in all the great connectors OWT offers ■ An easy fit with all the base truss ties and fans

The newest style to accompany Laredo Sunset

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A Twist On Conventional Fasteners ■ Built in washer ■ Aggressive grip threads ■ Designed to not split wood ■ Corrosion resistant to rust or streak

The outdoor structure timber screw

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The OWT Thru-Bolt ■ Tightens from the inside out ■ Washer built into the one piece hex cap nut ■ Attractive design for visible connections, perfect finish to any project ■ Corrosion resistant material & coating for long lasting performance

Only bolt designed for timber connections

No Trimming of Unsightly & Potentially Dangerous Bolt Ends Use the 2” Heavy Duty Timber Bolt Washer to Add Support & Impact.

Each Bolt Size Adjusts Over 2″ for the Perfect Size Every Time

Inserts Like a Traditional Bolt & Tightens From the Inside Out Innovative Hex Cap Nut Design Prevents the Outside Coating from Being Marred or Damaged

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Gate Hardware Now A Stylish Accessory ■ Fits seamlessly with a variety of OZCO prodcuts ■ Bold design featuring powder coated pre-galvanized steel ■ No pre-drilling required, easy to install & hardware is included

Standard hardware turning ordinary into extraordinary

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Wood to Wood Bracket ■ The strongest fence rail connector available ■ Blind connection virtually invisible when installed ■ No tricky toe nailing required potentially splitting the wood ■ Fasteners included

Hidden rail support with ease

2x4

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WAP-OZ with Fasten Ready Technology ■ Hot dipped galvanized steel for long lasting performance ■ Two configurations available for quick corner options ■ Pre-assembled for even faster installation ■ Saves time and money

Building fences has never been so easy

Item #: 50110 (WAP-OZ)

Item #: 50140 (WAP-238-90)

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WAP-238 With All Fasteners Included ■ Hot dipped galvanized steel ■ Bendable tabs for corners ■ Fasteners included ■ Project pack case of 50pcs

Building fences has never been so easy

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JAWS with Fasten Ready Technology ■ Hot dipped galvanized steel for long lasting performance ■ Two configurations available for traditional or wrapped posts ■ Pre-assembled for even faster installation ■ Saves time and money

Hidden rail support with ease

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Post Anchors for Fences, Decks, Signs & More ■ Meets or exceeds most building codes ■ Great for areas with Rocks, Roots and Deep Frost Lines ■ Suitable for contact with ACQ treated lumber ■ Wind Load Tested to 120mph for Privacy Fencing

FREE Project Plans

Step by Step How To’s Material & Cut Lists

OZCObp.com

Post Holes Are History...Use Oz-Post®!

You don’t have to dig post holes to secure a post in the ground.

Check Level Periodically

Sledgehammer & Block of Wood

Manual Driver Kit

Jackhammer Driver Kit

Post Level

MDK-13

JDK-10

Item #: 50740

Item #: 20500

Item #: 20480

(sold separately)

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(sold separately)

(sold separately)

A Display With & For POP ■ Mini-Pallet Display for easy in-store placement ■ Informative signage viewable from all sides ■ Each displays holds 16 post anchors and is refillable ■ Displays are sold in full pallets containing 8 displays

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Revolutionary Deck Foundation System ■ Meets or exceeds most building codes ■ Great for areas with Rocks, Roots and Deep Frost Lines ■ Suitable for contact with ACQ treated lumber ■ Load tested exceeding 7000 lbs

FREE Project Plans

Step by Step How To’s Material & Cut Lists

OZCObp.com

Traditional Supports Are History...Use Oz-Deck®!

• Available for 6" or 4" Square Posts • Strong Post Connection • Heavy Gauge Galvanized Steel • Low Cost Maintenance

Water Drains Through Bottom of Oz-Post®

• No Ground Contact - Protects Wood From Rot and Damage • Reusable and Recyclable

No Digging, No Concrete, No Waiting!

Smooth Finish = No Frost Heave

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Heavy Duty Post & Plug Extraction ■ Remove post, concrete plugs and tree stumps ■ Effective and easy to use ■ Saves time and money

The perfect companion on any construction site

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Pre-Stained Lumber Rich Bold Color ■ Keeps wood looking new 8x longer than unprotected lumber ■ No mess on job sites... Clean up is a breeze ■ Low VOC and low ordor ■ Even coverage on all sides ■ Save time and money

■ Deep penetra ■ Seals and pro ■ Oil based tran

RUSSET BROWN

HAR WH

(Natura

(Medium Brown)

Available in

Virtually any piece of lumber can be pre-stained!

For More Details Visit Us Online LS_Lumber-Insert2015.indd 1

Quantity:

PO# Location:

LSF

Batch#

Stain Color

Quantity:

PO# Location:

LSF

Stain Color

Russet Brown

Russet Brown WARNING TO USERS Keep out of reach of children. Wear gloves and masks when handling. Clean hands and tools with soap and water.

Quantity:

PO# Location:

Batch#

LSF

Stain Color

Russet Brown WARNING TO USERS Keep out of reach of children. Wear gloves and masks when handling. Clean hands and tools with soap and water.

Copyright 2016

Quantity:

PO# Location:

Batch#

WARNING TO USERS Keep out of reach of children. Wear gloves and masks when handling. Clean hands and tools with soap and water.

Batch#

LSF

Stain Color

Russet Brown WARNING TO USERS Keep out of reach of children. Wear gloves and masks when handling. Clean hands and tools with soap and water.

Time to Stain, Re-Stain or Touch Up a Project?

Use the Error Proof Stain People Trust!

Staining Onsite...

■ Deep penetrating formula and protects Restaining or■■ OilSeals Touchup based transparent colors ■ Deep penetrating formula ■ Low VOC and low ordor ■ Seals and protect lumber ■ Oil Based transparent finish ■ Available in four rich bold colors

RUSSET BROWN

HARVEST WHEAT

COPPER CANYON

DARK ROAST

(Medium Brown)

(Natural Cedar)

(Dark Red)

(Dark Brown)

Available in four rich bold colors.

Use the error proof stain people trust!

For More Details Visit Us Online at LumberShield.com

LS_Lumber-Insert2015.indd 1

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5/14/15 1:28 PM

Six US Patents & More Pending OZCO invests in protecting it’s intellectual property

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Un-Matched Branding & Merchandising Through linking Print, Web and Mobile platforms

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Appealing Shelf to Site ■ 4 Color packaging & color categorization ■ Self-merchandising case packages ■ Packaging protection keeps it looking great from store to door.

■ Store displays, signage and catalogs support the look and feel.

Products look just as good installed as they do displayed on the shelf

4x4 Post Bases

Large Post Bases

Post to Beams

Joist & Beam

Truss Ties

Truss Fans

Accents

Gate Hardware

Tools

Stain

Fence Brackets

Specialty Fasteners

RUSSET BROWN

91”

24”

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48”

Angles

Post Anchors

In-Store Displays ■ 4 Color signage ■ Demo style product installation ■ Printed on durable material for long term installation ■ Informative graphics, links and digital access

Store merchandisers and displays in a variety of brand and product options

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Trade Shows & Advertising ■ Local to National Trade Shows ■ Many events have full size custom builds ■ Hands-on demos ■ Manned by company and independent reps

OZCO participates in leading Trade Shows throughout North America

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Quick Response Codes QR codes can be found throughout the in-store display, catalog & packaging offer easy mobile access to Videos, Web and FREE project plans

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The OZCO Catalogs Are Unlike Any Other ■ From technical data, how to’s and inspiring photos ■ Icons for quick reference and color guided indexing ■ CAD drawings for product with full dimensions ■ Every quarter a new catalog is published

A combination of glossy photos with detailed product info and DIY How To’s

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An Industry Leading Interactive Website Packed full of great info quickly available by desktop and mobile

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Each Product Has A Detailed Site Page Technical Reports (TER’s), Videos, Similar Products, FREE Project Plans, Spec Sheets and Instructions

Technical Evaluation Report

E.X.P.E.R.T. (Engineering Express Product Evaluation Reports)

DIVISION: 06 00 00‒WOOD, PLASTIC, & COMPOSITE SECTION: 05 05 23‒WOOD, PLASTIC, & COMPOSITE - FASTENINGS

160 SW 12th Ave #106, Deerfield Beach, FL 33442 Corp. Office (954) 354-0660 | engexp.com

(AUG. 1, 2014) Subject to Renew AUG. 1, 2015

TER-1648

EVALUATION SUBJECT: 8″x 8″ Post Base Kit Item #: 56609 (8X8-PB-LS) REPORT HOLDER: OZCO BUILDING PRODUCTS 216 N. INTERURBAN RICHARDSON, TEXAS 75081 (469) 916-7503 | OZCOBP.COM SCOPE OF EVALUATION (compliance with the following codes): This Product Evaluation Report is being issued in accordance with the requirements of the 2012 International Building Code for generic use within the state seal shown per Section 104.11. The product noted on this report has been tested and/or evaluated as summarized herein. Re-evaluation of this product shall be required following pertinent International Building Code and local state code modifications or revisions.

All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Installer is reponsible to protect against dissimilar materials.

Fasteners, including nuts and washers, for use in exterior conditions and in contact with preservative-treated wood or for fire-retardant-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. Wood screws and lag screws shall be permited to be of mechanically deposited zinc-coated steel with coating weights in accordance with ASTM B 695, Class 55 minimum W2

W1

SUBSTANTIATING DATA: • Product Test Reports Uplift and download forces and torsional moment for structural performance has been tested using the methods described by ASTM D 1761 Standard Test Methods for Mechanical Fasteners in Wood as per test report # D6706.01-119-16 by Architectural Testing, Inc (Report date: 06/13/14).

• Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Maximum allowable uplift capacity Maximum allowable gravity capacity Maximum torsional moment capacity Anchor capacity No 33% increase in allowable stress has been used in the design of this product.

INSTALLATION: The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing from the test report), along with all components noted therein.

The product components shall be of the material specified in the Product Evaluation Document. Bolts and screws must be installed in accordance with the applicable provisions in the NDS and concrete anchor manufacturer’s published installation instructions.

Full engagement shall be provided when connecting the steel flanges (lips) together for full capacity. (leave 1/8” minimum length of uncovered lip past the outer steel plane surface).

LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with the Product Evaluation Documents as noted herein.

All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this report. Host structure conditions which are not accounted for in this product’s respective anchor schedule shall be designed for on a site-specific basis by a registered Professional Engineer.

Adjustment factors noted herein and all applicable codes shall be considered by the installer, where applicable.

H E1

EQ.

S1 S2

EQ.

E2 S2

E2 E2 E2

ELEVATED POST HOLDOWN The post base architectural line has a 1/2” standoff height to reduce the potential effects of decay at post and column ends.

MATERIAL: Shall be 7 gauge base and sideplate (12 gauge for 4x4 post, see Table 1) in accordance with ASTM A653 Grade 33 with minimum yield strength, Fy = 33 ksi and a minimum tensile strength, Fu = 45 ksi.

FINISH: Comprised of powder coated, hot dip galvanized steel conforming to ASTM A153.

INSTALLATION: Use all specified fasteners. Assembly kit includes fasteners to wood post. See General Notes.

This product does not provide adequate resistance to prevent members from rotating about the base or torsion along longitudinal axis and therefore is not recommended for non top-supported installations or moment connections after base, such as fences or unbraced carports.

Use of post base connector with engineered wood products and different wood species other than listed herein as Southern Yellow Pine (specific gravity, G=0.55) or Douglas Fir-Larch (specific gravity, G=0.50) are not covered under this report and shall be evaluated by a Professional Engineer.

All side plates are required to be installed with full engagement of lips at base to obtain full load capacity.

OPTIONS: For specific scenarios contact OZCO for custom solutions.

The IBC defines: APPROVED SOURCE – “An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses.” Engineering Express professionals meet the approved source requirements as defined in the IBC and can seal their work. Engineering Express is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems tests. This TER is developed from test reports complying with IBC Section 104.11.1 Research Reports, which states, “Supporting data, where necessary to assist in the approval of materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources.”

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Technical Evaluation Reports or TER’s Key product TER’s are simply a click away on each site page

Technical Evaluation Report

E.X.P.E.R.T. (Engineering Express Product Evaluation Reports)

DIVISION: 06 00 00‒WOOD, PLASTIC, & COMPOSITE SECTION: 05 05 23‒WOOD, PLASTIC, & COMPOSITE - FASTENINGS

160 SW 12th Ave #106, Deerfield Beach, FL 33442 Corp. Office (954) 354-0660 | engexp.com

(AUG. 1, 2014) Subject to Renew AUG. 1, 2015

EVALUATION SUBJECT: 8″x 8″ Post Base Kit Item #: 56609 (8X8-PB-LS) REPORT HOLDER: OZCO BUILDING PRODUCTS 216 N. INTERURBAN RICHARDSON, TEXAS 75081 (469) 916-7503 | OZCOBP.COM

TER-1648

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Te be d do st R G D a mo ed CO PLA res rrosio pone en st 1, foll s su The g Co in a es): 9 w d A e MP ST ifi D p 20 po n Fasteners, including nuts and washers, for use in exterior conditions and ca owin mm pro de fo cco 67 Me tes nloa ort TA: 14 OS IC, ns n, co ts w tio rda 06 tho ted d fo s d a g r ib )S F u n riz ns ITE & .01 ds g as ta hic le us •S ub or perti ed ct no ene nce in contact with preservative-treated wood or for fire-retardant-treated ten -11 to min h a ing rces in fo - F COM t jec r r n r w h pro ati re te ic ev e Str uc 9-1 r M th an AS PO t to wo con rs, isio ent In erein d o use ith th tec on per 6 b ec e m d to in ta n the uctu tura wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, TE SIT , o m . ns Re ta clu y A han eth rsio l silic d s ct NIN E . terna Re- this within e ga and ane ne din foll pro ral e Eng SCOPE OF EVALUATION (compliance with the following codes): h rch ica od na w o r in a e n o it e to tio wA n ow du ng GS tl th in st silicon bronze or copper. Wood screws and lag screws shall be permited ite l F s d l m na valu port be bro ll be h p g nu ing ct b ine eer dis er s y ins ctu as es om UG a a l r ts n e o c This Product Evaluation Report is being issued in accordance with the Bu tion sim uc tall ral ten crib en co of m ze f h se de ase erin ing .1 ild h d ed to be of mechanically deposited zinc-coated steel with coating weights in rda rva and t fo sig o e T g il , o e C d e a e tr in r T 20 d s c M r m am sh sti d w ti nc on ca alc g ER a n 15 requirements of the 2012 International Building Code for generic use within ng in by A r stru e w hanic copp ippe ve-tr ash ate ag all Ma ximu criter com lcula ulat , W accordance with ASTM B 695, Class 55 minimum c e e Inc ith ally r. d z eate rs ria e a be 00 o STM tura pa tion ions , fo ls.

Ma ximu m a ia: Wo inc AS t a pro (R od the state seal shown per Section 104.11. The product noted on this report 0 d d l s r ll D p a e ll ti tec 1 ep as No TM po od -co tiv w ru An ximu m a owa 17 erfo ort me te e a have ll B 6 site scr ated ood se in ch pro 33% da per 61 S rma has been tested and/or evaluated as summarized herein. Re-evaluation s. d a nd or m to owa ble u W2 95 d z ews ga or du te: tes Ins ga e /or been ta n ca rsio ble pli W1 , C inc E2 ct. incr lva 06 t r nda ce fo xter tall inst ft pa rati pr ea las -co and ITE IN /13 ep of this product shall be required following pertinent International Building cit nal grav cap er r S se OS lag nized r fire ior c on epa sCO ate y mo ity /14 ort d a is 5 MP Th TAL al in dINs GSsc me ca city ste -reta ondit # ).

TIC, & 5 mEN an red all AS r Code and local state code modifications or revisions.

Pr e pr LAT PL p te in ST e n e H io w D, a o r FA w t c acit l, d im el o o lys hic wa ap 00‒WOO MPOSITE um wit s sh sta ant- ns a rep duc duc ION is ble ac y N: 06 S00 h . all inle tre nd to h ev ort) t E t lis : & CO ity str DIVISIO D, PL1ASTIC, qu alu , a valu ted es 15 coati be p ss s ated Th ali lon sh SUBSTANTIATING DATA: ng te G. 1, 20 ‒WOO e fy ate g w ation abov new AU as Ev e pro we rmit el, the N: 05 05 23 ct to Re e ith be igh ted H SECTIO wit alua duc • Product Test Reports en all Docu sha 14) Subje ts 20 tio t c h 1, . ll co in u Reports) 07 pu n D om E2(AUG mp ment be ion s ed bli the TER-00 po Uplift and download forces and torsional moment for structural performance o sh ins Product Evaluat on in ( e ress ed appli cum nen eerin tall the Fu g i.Exp n E1 . e ts c ts gine in e n ll . (En has been tested using the methods described by ASTM D 1761 Standard sta able E.Xt..P.E de no eng d in FL 33442 tog eng B.R.Tsha E1 ainst sig ted Be inach, lla 640 tio pro olts ll be erfield the ethe age no the eerinmstrict tected ag Test Methods for Mechanical Fasteners in Wood as per test report # n in vis a06 m #: 56 f th ou r fo men n , Deof .co g rein all be pro F ) Ite gexp sAv 8-LS ter r fu t s 12th ns d s66 dra com tru eio#1 talled sh all times.

LIM . c 0th| een (JHTis-6 Th ACE h ste 16ll0c SW cti 35 4-0 ently ins at win pling D6706.01-119-16 by Architectural Testing, Inc (Report date: 06/13/14). m in re er Tab M d a allfic el perman such damage Us ITA bee (954)ons. the ws m ater g ance to e fac OU Sco ist Ha plarp.paOf itions an ich are er nd Jo 1 wh ia c fr p th oth ts N 8″ Co u e d Do e of TION it d ior om wit ro ne ND T:st 6-l sp pa e b commpon y T en n, an in exter nt-treate cu this S int Allott ou H su (lea vide minatio the h th me for use -retarda & W SUBJECS an be in ecifie rfa NG nn,t coAnta ste rro veONd w EQ. o • Structural Engineering Calculations shers, for fire stainle H ss steel, All nts prod CO s ce TI co d tes e d ps msio and wa d wood or MA of hang ERing ). 1/8” hen NDALUA an talled in S1 . as uct EV rmited t loa sup ed steel, S nuts ate jois incelud the ch min co A6 TER no sha ITIO p all be pe ts in Structural engineering calculations have been prepared which evaluate tive-tre r a FO galvaniz ew sh rs, in rva s o ne n ted t se E : wh ds a ortin 5 ted ll b oa ste igh r im ne R an h rpre scr 1 we NS HOLDER ten 3 G IAL Fa ma acco Prod SOed zinc-c umODcUC S2 d th chitt-d and lag he e in RT coating tin TS ipp : Sin contact wit s sh ich a nd sh g ho h s r O e u ew wit n the product based on comparative and/or rational analysis to qualify the a ho r il PO L scr el r PR len g th ufa da ct e s de ha ein str F U ING ste IDod be of e fi ctu EQ. En all be re n all b st str RE r Wo er. tre 33wollod ctu nce .CO BU ict ILD SE SAd zinc-coated um. npp FIN b shall e or co e al alpo gin o AN gth of e1ste ng ac RU rer W nz wit en1bro following design criteria: minim ae linsite ee desig t acc of a ucturOZ e th, sili co : RB co ISH ’s co 4 ga TE ically de s e5,prClaNssL 55 Ad r. rda TEXAS 7508unc l flan nfo : Fu h mof ne oun mate e21 s 6 N. IN ugchan Bth69 eti ovid UM ov , in me rm Sha d fo te Maximum allowable uplift capacity by justm .COM e s h ASTM to=be c fi ere ges r shall ARDSONnce B ing h the 45 im ll e wit IN: the en l CH r o d fo iaRI wit COBP nis es a ER codes) d li (liow ks ncum y teel ST nce wit E2 to be accorda e d6-7503 | OZ n a r in listed b91 h th na foll ps)ing h, p ins t fac i. ( rda fa the A c A h ie s co Maximum allowable gravity capacity hin ) wit p d in ac ste LL use wit ST om eli 69 in th esig ld ee tall to e sit (4 liance st min dditio p nneric AT issaue M str Tab e-s this er, rs n ne UATION P(co romp en IO s report A1 rised ati na durt is being ng CodeF for ge ersonfothi Th pe pro is re EV d to wh ote E1 Maximum torsional moment capacity g le N:ation 53 ng l fa a S2 d OF p AL ted c ma e IB ere d h Buildi on Repo ct r u alu of . reati E2 th, F 1) in a ductcenom Re-ev c b Euct’s ctorEv an ste SCifiOP E2 t. alu projo vaal nif Ung in teria C de po sis 12 InternatiEon ap ere y = cc y fu ne lua 1. The in disthe as du re Hthe rein. o m se ou Anchor capacity wd ta wh cond ls, m fines os 20 pli in a This Pro is tssof n 104.1 nt onal Burildi E2 tio mmarize(2 meern ich ucti eth : A rth r 33 orda ca er mb ati fin all by pec t nstrperll Se su ctio d as su n ha sta ng od PP ”txInt er ble nd a requiremen co ks nc is u s en ow ti 8 p tes an s or RO e n a ate sh E2 rtin p c v ll h ”) i a ew . ate e rs alu peU g e ad/ortuev , “S d p ing ecifi ap state seal reg an V s re rim nd sisio d, following rev up rovid yste ED S ns. and from ers li ith pli the . n e is p ed ted e c m po S uir c tes o No 33% increase in allowable stress has been used in the design of this a c ter behoreq on ho H 32 S1 s en ee d fa setions or woo of fa rtin ing s an OUR min AST td dit ca ed 9 lb rota ted r hasabbe g d eng aly CE le c duct shall ELEVATED POST HOLDOWN Ge Hste S1 (sp d s ce io d ata ine se ip im M c difi P desmo pro s-in ting belo ne , w eri s.” E – “A product. um ga of this odelocal state corofe hed ns are ecifi pec mo n in ral ners he ng lva d ss bo w p ss ule re The post base architectural line has a 1/2” standoff height the etong reduce 2”xanace No . A n perfo(rm ne valu inee depe ha Pr not c gra ies o utur u niz Code an ro : io 6”ard ri ce h tes ss ofe ll ING ucth t al ed nd ss ation ng E nden ) a t the vide be DATA nal em ary s o forvitstr . e an61 s cnt t ge Sta x y, D potential effects of decay at post and column ends. ste to of s pres pers TANTIAT Recpo ion verAS on rts bly TM rsreport #s per long tors G= r 17 nal mosme th INSTALLATION: E1 In sio as ing s p on SUBS e e t tor by a s l wit sta sis le-e ro , fi 0.5r tes Test idces and n IC itud ion E2 ibedal E d uas pe kit t in fe rm oduct ).h Cth/14 as dellscr load for ered methobds or the leme ssio• Pr ) /13 gin nderte:506 os en ES inal a al re inc The product listed above shall be installed in strict compliance with the in Wonod e neth co and down rse tw the ap nt a nals lift gin e e da th or ort lud AC xis sista pro nd Upm rpora ted using anicaOl Fasteto obg, Inc MATERIAL: Shall be 7 gauge base and sideplate (12 gauge for 4x4 post, o (Rep er. 2 is r Dou liste eer va full- eet en es tio tes 13 as ch n l o hass be PT Testin tain -par ”x6 ep gla d e Product Evaluation Document (i.e. engineering drawing from the test f c the a n, apds for Me gu mu ce to E tural ec s atehe d w IO ” m ort alu ate ale bMe ptho full t as ide ch p pro see Table 1) in accordance with ASTM A653 Grade 33 with minimum yieldmTe rist

by Archit xten NS ev an Fir-L rein ood als uildin rove19v-16 e ich lin loa semred whin as prev im report), along with all components noted therein. d s d by : d 1-1 o6.0 d g the e s a p e r Fo 99 en d c pa bly umalify sh rch as s. r d ion lat D670 asse syste ource the qu b ve 2 lb t r sbeen pre strength, Fy = 33 ksi and a minimum tensile strength, Fu = 45 ksi. ap alysis bu ring Calcu S odu mb ms wo all p to req ee tt s oha lie stegin u ildin od be (spe outh cts a e ional anacity rovid MBER fastener W m r prat lculation anod/o no sts. iremg gca turals En WN LU ditional further he eva cifi ern nd fla cific ,1 T t s ee e offic • Struc LID SA tive The product components shall be of the material specified in the Product p hrin y c ia ng is T nts mp ad gin /8” ing fu es an ad as l, ara e a scen w ERco er luate gra Yell diffe ERS FOR SOal line provid eliminating an tural en ecifi on pa ll e is defin ho is siz lly ren lso ario st ish, d b vUN FINISH: Comprised of powder coated, hot dip galvanized steel conforming Strucproduct basedcater ectur w NG ity, ToHA de pro e co capacity Evaluation Document. Bolts and screws must be installed in accordance with ia: e CE ou nga t archit al aesthetic fin MO er P a mp s y vid velo d in cri lift the ng is G n v up g ha in te th pe ete ed ble ail desig e d the fin wa r s em FA rfac e remoun=t d fr e IB capacity ab conta to ASTM A153. following Maximum allo foble r in gra C nt an tee en The queir desigof0.5 h ASTM om vity the applicable provisions in the NDS and concrete anchor manufacturer’s 0) t an le. city ct nd cadpa nce wit ed m n jois tes ant l p t of the botto allowa this c me c ex ed accorda d a minimum OZ . lan tolip in mo ximum od t rep an s peri s l 1) thi Ma na ble . e an e, C of Ta e, int ps published installation instructions. s torsio sh orts eal th nced design O el (see = 33 ksi min aste pa all co tb Maximum pacity for co mp eir w inus ed in the gauge ste ld strength, Fy INSTALLATION: Use all specified fasteners. Assembly kit includes . ea ca ns ork the be ingen cu all be 14 yie isst ly rL: Sh . E app Anchor ha in um s el o s w nim es n g RIA f lic mi tom MATE g va ith ble str nized ste lid IBC inee ation fasteners to wood post. See General Notes.

33 with Full engagement shall be provided when connecting the steel flanges (lips) in allowa ri res dip galva so 53 Grade , Fu = 45 ksi. ea Secti ng E of en A6 increase d, hot luti h the rch on xp er coate re ginece wit No 33% on strength together for full capacity. (leave 1/8” minimum length of uncovered lip past rep 10 mp eri all tensile s co4 slian of powd s. ng with regng 1.1 isalo in strictorts fro.1g), product. ludes mprised pri co inc led u tal be R n kit This product does not provide adequate resistance to prevent members the outer steel plane surface). . be ins g drawinm app esea larly e ciples : Shall sembly ATION: TM A153 e shall FINISH gineerin rov rch nga to ers. As INSTALL ct listed abov ment (i.e. en ed Re ge ct ing to AS from rotating about the base or torsion along longitudinal axis and therefore d fasten d p so Pro du du conform specifie neral Notes. urc orts on Docu The pro in the es , e all prevent Evaluati n. ecified LIMITATIONS & CONDITIONS OF USE: N: Us s.” mustPag . See Ge is not recommended for non top-supported installations or moment nce to 2 lbsProduct ts noted therei terial sp e LLATIO iform finishing 1 d screw l resista 99 of the ma g). Bolts an the NDS andof 2 INSTA onen un torsiona as much as be mp for e co all vid win ers Use of this product shall be in strict accordance with the Product Evaluation sh in connections after base, such as fences or unbraced carports. dra s ts fasten low pro gitudinal axis s. mponen . engineering able provision listed be lon guideline duct co ns. applic nt (i.e hangers ating about the ICC-ES AC13 Documents as noted herein.

The pro t instructio Docume with the mount s) r e rot ion pe (lip differen on ce nc m lat d ati as Fa es fro ng corda Evalu cts an d instal e (2”x6”) mbers steel fla Use of post base connector with engineered wood products and different past led in ac llow Pin publishe od produ joist me and 329 lbs-in ecting the uncovered lip be instal nufacturer’s ern Ye red wo ”) 0.50) en conn of enginee rein as South ma All supporting host structures shall be designed to resist all superimposed in (2”x8 vity, G= ed length wood species other than listed herein as Southern Yellow Pine (specific vided wh anchor he ers with ific gra all be pro e 1/8” minimum unt hang n those listed -Larch (spec redesign sh mo by nt e d me av loads and shall be of a material listed in this report. Host structure conditions fac ge (le er tha gravity, G=0.55) or Douglas Fir-Larch (specific gravity, G=0.50) are not uglas Fir all be evaluateis required.

Use of Full enga capacity ce). ecies oth sh e 5) or Do on for full rfa ort and od header siz wood sp gravity, G=0.5 Evaluati which are not accounted for in this product’s respective anchor schedule together steel plane su covered under this report and shall be evaluated by a Professional Engineer. this rep wo Product E: bearing (specific vered under nimum OF US with the lips at the outer co 2”x6” mi ITIONS rdance shall be designed for on a site-specific basis by a registered Professional ment of are not nal Engineer. ict acco & COND engage plane, min. sio TIONS ct shall be in str posed ing full fes el ITA rim vid pe ste Pro LIM pro su du Engineer. ter ly all ns All side plates are required to be installed with full engagement of lips at this pro ” past ou herein. assemb lutions. to resist conditio rt so 1/8 d ted e , Use of -pa m ne no tur city uc sto sig two capa nts as for cu all be de report. Host str chor schedule base to obtain full load capacity.

Install the tain full load Docume OZCO l an s tures sh ob contact pective ed in thi st struc fessiona Adjustment factors noted herein and all applicable codes shall be considered base to narios red pro terial list orting ho duct’s res ble. ecific sce All supp shall be of a ma for in this pro sis by a registe : For sp nge also availa d ba by the installer, where applicable. an ted NS ific un ds ec loa OPTIONS: For specific scenarios contact OZCO for custom solutions.

OPTIO m fla ciples to not acco be a site-sp Page d botto ring prin d s must which are signed for on engage Extende of enginee le code regularly Reports, de lication 1 of 2 the app ring Express is h applicab shall be nced in 1 Researc sources.” experie r. and the k. Enginee tion 104.11. d nt and their wor approve enginee herein IBC Sec is competeand can seal rts from noted plying with ial, who IBC arch repo factors ding offic defined in the test reports com of valid rese le. t buil ab en the as from d by consist Adjustm , where applic The IBC defines: APPROVED SOURCE – “An independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to e, shall approve rce requirements is developed this cod oration, red TER sou in d corp ide for This or rove cons materials, methods or systems analyses.” Engineering Express professionals meet the approved source requirements as defined in the IBC and can seal their work. Engineering Express is regularly engaged s tests. provided on, firm Page t the app

All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Installer is reponsible to protect against dissimilar materials.

Co

in conducting and providing engineering evaluations of single-element and full-scale building systems tests. This TER is developed from test reports complying with IBC Section 104.11.1 Research Reports, which states, “Supporting data, where necessary to assist in the approval of materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources.”

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system t pers cifically ionals mee penden building not spe “An inde Express profess and full-scale emblies RCE – ls or ass ent ring le-elem VED SOU Enginee of materia : APPRO s analyses.” luations of sing the approval in defines tem eva The IBC methods or sys g engineering essary to assist ls, materia ting and providin data, where nec duc rting ppo in con es, “Su which stat

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Find A Dealer ■ User is required to select dealer type ■ Auto-fills by location recognition ■ Responsive and mobile ready ■ Listing are up-to-date and easy to identify by color coded icons ■ Easy to navigate & Great marketing tool to encourage stocking dealers

Connecting customers directly to dealers of all types, with an emphasis on stocking

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Sales Tools Just another way we use OZCO branding and merchandising to our customers advantage

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Get In Gear...

OZCO GEAR What started out as a bottle opener as a gift has now exploded into a full line of OZCO original and vintage varsity style swag!

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A Thank You From

OZCO

The next level in thanking our customers for all their hard work and picture submissions is the vintage style cooler. Weekly winners will be picked from the best of the best!

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The

OZCO Long Term Goal

OZCO products will first and foremost always have the hands that touch them in mind. Great design and visual appeal will not take precedence over ease of use and exceptional performance. We will continually equip our customers with the most useful and creative products, services and resources to help build their dreams.

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