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<br />CONCRHFEAHCHOR NOTES:
<br />1..5ubsfftuffdn of equol concrete anchors from a dlHerenr suppfrermay hove dfffetenf edge
<br />distance Gild confer distance roquirernenis.
<br />3. Concrete anchor Iocalfans of fine cGMOM rnoy be adjusted to maintain the min, ache
<br />d&fanca to mortar Pints. If concrete C."ctlor
<br />foc'aficru noted as "MAX, ON CENTER" must he
<br />adjusted to moinfain the, rrir, edge di5fance. to mortcr Points, addt4Potlal WrIcrete ardcho s
<br />rJwy be required fo ansrrs #te "4,LA,:. C,V CI'NTEk" dfinensrons are nos` caxc'eedad
<br />3. Concrete anchor fabi
<br />ANOR09 r Al�1Gilost ;W t4tr1! C(EAHAIV�E TEt Iu1iN �L�rkAPfCt f(1
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<br />R R W Building C'onsultants, hid.
<br />B Consulting and Engineering Service-, for the Building Fndustty
<br />. C P.O. Box 230 Jahico L 33595 Phone 813,059.9 }97
<br />Florida Board or Professional Engineers Certificate ofAtitborizrition No. 9813
<br />Pra duct
<br />Sues Category
<br />Manufacturer
<br />Product Narne
<br />Category
<br />Plastpro, file.
<br />Smooth i Wood Grain / White Wood Grain
<br />Swinging
<br />Exterior
<br />Exterior Door
<br />5200 West Century Blvd.
<br />Rustic Mahogany
<br />Doors
<br />Assemblies
<br />Los Angeles, CA 90045
<br />Series O Fiberglass Door
<br />- "No Im act'
<br />Inswin /Outswirz m P
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<br />This is a Product Evaluation report issued b R W Building Consultants Inc. and Lyndon F. Schmidt P.E: (System ID #
<br />Scope: f Y g Y ( Y
<br />1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, DepartmenS
<br />, >'d .I '.,
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<br />of Business & Professional Regulation:
<br />Play.-1j�.�i'�ACT"
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<br />RW Building Consultants and Lynr don F. Schmidt, P.E. do not have nowill acquire financial interest in the company
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<br />manufacturingor distributing the product or in an other entity involver in the approval process of the induct named herein.
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<br />r FI h . has n evaluated 1 Florida Building requirements e excluding the (
<br />product s been a a noted and Is In compliance witll the 20 0 o Ida u Idtn _ode structural r ul m nts
<br />1. This p P 9 q 9 g
<br />4
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<br />I l
<br />VelocityHurricane Zone".
<br />_
<br />9
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<br />2. Product anchors shall be as listed ands aced as shown on details. Anchor embedment to base material shalt be beyond wall dressing
<br />_
<br />I1,
<br />or stucco.
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<br />.. e � � i that
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<br />( used in areas requiring wind borne debris protection this product Is required .0 b.. protected with an impact resistant covens t
<br />3. When q y b P P q. P P 9
<br />_ - - •
<br />1
<br />_
<br />complies with Section 1609.1.2 of the 2010 Florida Building Code.
<br />4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck nhasonry construction.
<br />5. Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer orti
<br />t4rtr 1{�
<br />registered architect
<br />Ii
<br />�ttrtrtg'.'.
<br />1 Tr c tPrt{;{
<br />1 I I { i C
<br />6. See drawingFL-15221.1 for size and design pressure limitations.
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<br />Supporting Documents:
<br />'
<br />i
<br />i......
<br />1
<br />�
<br />I
<br />or o. r i In a Signed
<br />1. Test Re t N lest Standard est _ bar a.or Sr ley
<br />1
<br />t -..,. . : .:..: ..... .
<br />_, ,... :.,. t,if
<br />t
<br />_.:.._.._..
<br />ETC-10-209-24641.0 ASTM E330-02 ETC Laboratories Mark Sennalt.
<br />_
<br />ETC-08-209-21639.0 T'AS 202-94 ETC Laboratories Joseph Doiden, P.E.
<br />390365 T..S 202 ., . Testing w2ir,ra.roil Latl. Inc.. Lyndon F. S..hn lul, RE,
<br />'
<br />2. Drawing No. Pre amd_kK Sic ned & Sealed by
<br />_
<br />t
<br />No, FL-1522 i. f RVV Building Consultants, inc. (CA #98 i 3) Lyndon F. Schmidt, P.E.
<br />3. calculations Pie Argd kt� �it�4hed & Seai?d key
<br />Anchorina RW Building Consultants, Inc. (CA:"9813) Lyndon F. Schmidt; P.E.
<br />4. Duali' : Assurance
<br />Certificate of Participation issued by flationai Accreditation and fvlanagernent institute, certifying that Plastpro, Ine. is alailufacturing
<br />-----__.__-
<br />--_- ----------: ----
<br />---------------
<br />- - -----
<br />--.-__ ,____.
<br />d t withir a ua'i' a-'c r n r ram H, t corn ties with iS0/IEC, 170'20 and Guid-;;
<br />p, o _ r.c s q ? .,as a ce p og. r-. a- p _ _, t
<br />F®�
<br />Lyndon F, Schmidt, P.E,
<br />FL PE No. 43409
<br />2/23!'%012
<br />F'F 1553 Sheet 1 of 1
<br />R W , ic.
<br />B. Consulting and Engineering Services for the Building Industry
<br />i
<br />C, P.O. Box 230 vatrico, FL 33595 Phal•_ 31 .659.9197
<br />Florida Board of ProressiorIaI Engineers Certificate of Authorization No. 9813
<br />Product
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Narne
<br />9
<br />Plastpro, [lie.
<br />Smooth I Wood Grain i White Wood Grain
<br />ExteriorExterior
<br />Door�t�lr!toy
<br />5200 West Century Blvd.
<br />Rustic i Maho gT : a t Y
<br />Doors
<br />t)o
<br />j
<br />Assemblies
<br />Los Angeles, CA 990.45
<br />Series U Fiberglass poor
<br />I
<br />Inswin /Outswin
<br />9 9 "Non -Impact"
<br />e• This is a Product c Scope: In not Evalua ion r • o ' t e port Issued by Building Consultants, n
<br />� R W Bul dt3 Con I, n s t F su .� t. Inc. an 1_v J F ., g d nc on ..,. lrnld_, P.E. (System ID #
<br />1998) for Plastpro, file. based on Rule Chapter No. 9N-3, Method i D of the State of Florida Product Approval, Department
<br />of Business &. Professional Regulation.
<br />RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire Financial interest in the company
<br />manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
<br />Limitations:
<br />1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High
<br />Velocity Hurricane Zone".
<br />2. Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing
<br />or stucco,
<br />3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that
<br />carnpites with Section 1609.1.2 of the 2010 Florida Building Code.
<br />4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
<br />5. Site conditions that deviate from the details of drawing FL-15221.3 require further engineering analysis by a licensed angineer or
<br />registered architect
<br />6. see drawing FL-15221,3 for size and design pressure limitations_
<br />supporting Docurnerrts:
<br />I. Test Report No. Test Standard Testirlg LA!1q aT t� Signed by
<br />ETC-10-209-24643.1 ASTM E330-02 ETC Labnreitories Mark Sennett
<br />I EL 01390365 PAS 202-94 Tesling Evaluation Lab -,Inc. Lyndon F. Schmidt, P.E.
<br />2. Drawin_g No. �:ap re by 3jaLied Ssaied by
<br />No. FL-15221.3 RW Building Coiisullants, Inc. (CA #9812) Lynclon F. Schmidt, P.E,
<br />3. CalcuEations Prepared t?t Ssr ed &Sealed Lv
<br />Anchoring RW Building Con:,ultantS, inc. (CA #9813) Lyndon F. Schmidt, RE,
<br />4_ Qualily /Agsrsurgnce
<br />Certificate of Participation issues) by Naticnal Accreditation and Management llistitute, certifying that P!astpro, Inc. is nianutao(winn
<br />products within a quality assurance piog•,=_,in that complies with ISCIiEC 17020 and ::tide 53.
<br />rrf r sole y
<br />Lyndon F. Schmidt, P.E.
<br />FL PE No. 43409
<br />r^F 1553 Sheet 1 of 1 2/23/2012
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<br />CRETE,hNCNOJf? NOTES;
<br />itutfan of eg1.10f concrete anchors from a different suppfierrno}, have different edge
<br />rice and censer dntonce requiremenh,
<br />;r efe nnchcv loco ' r I t ha is of f r s _crn rs .. r e ma �. + be cld I � ' c's e d r G „rn,nr t, t t e r
<br />1 a n inn. ed
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<br />rice to mnrtor iGurlts, Ccncrsis oncFror fe^aPr xrs rnlrvd as "P,tA,:;. ON rEr rL•R'rnust be
<br />red to rnnilrtain they min, edge ddctcvYce to mcrforjoinis, additional c.o rcreta anchors
<br />be requkad fg ensure the: "F,gAX. ON CEh7'" dfinensitrn are not ercaaded,
<br />:rete anchor fable.:
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