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<br />16
<br />MASONRY
<br />OPENING
<br />FRAM
<br />ly aU
<br />�5 6„ :1-
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<br />SEE DEfA,I
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<br />_ FRAMEANCHQRING
<br />Mosonry 1 k buck corstruc!lon
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<br />CONCRETE ,� J10R tJa1rS:
<br />L St. LSli! Ifni of aqugl _oncrefe.anchors froru o cliffEir�n` 5vi7F>lier may hove di/:event edge
<br />(fsfJnC arid n'er !r'C•,ce, rant'-elrtenrS.
<br />;:, t ern •elo an,. Iln lacquers rat the corner, rno>• bn orJ,ustsd to twYntcoin the rnfn. edge,
<br />d stonce to m'»iar jo(nts. it concrelrr oncl,a locaffonS noted as "MAX, ON CENI1FR' must be
<br />1 Jsl r! t I e to man , nu d ; r ah the n edoe3 fa ca is r nr r r r i - d+hon ecinu�is un hJ s
<br />t n n r i rh,od
<br />r 'n , e P � n , ', L r_ t r t r. sn ay yl to e,si e r� 1 `< N CEIJ EF" C •,-en r ns ai>s not exceeded.
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<br />REFERENCE ONLY I I -
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<br />Moson, Vb!Ickconsln,cfion
<br />',_t CRsETE ANCNCR NOTES:
<br />1. -'utlituoflhofequet connate onchocs f,om a difterent supplier may have diffe 4t)f edge
<br />d1$tan1--,6 and center dfsPonce requtr;:mar,is.
<br />2. Concrole ond,or locoilons at the corner* mere be adjusfed to moinfoin the rrwi. edge,
<br />I distance to mcvt ,ricinf4, ff ConCret r!nc:hrr forniivns nnied as ':h1 X ON CENIER' must f e
<br />adjusted to malntatr, "he min, e,dge.ritsfanr,e to rnolta 1oR1 s, addlhoacrl concrete n. nr_(�drs
<br />may b, requtred to ensure the "MAX- .did CENTER,"titmenslon; are not exc.-eecied.
<br />3 Concreife rinr > hj
<br />atacTf6R
<br />'. TYT
<br />IT4y
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<br />AfiiCI. ycR �Il,' 'ITN t. 27tEst�lfNETcttiN
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<br />1J-f, J 1.1/4„ n,.--172-..,_.__.....,_
<br />C1F>SRAt, �rt1 `
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<br />Ouls.,ring -onfigt,rafin-!
<br />R W R W BultdIng Consultants, Ine.
<br />BConsulting and Engineei ing Services for the Building Industry
<br />C-v
<br />1',O. Box 230 Valrico, FL 33595 Phoue 813.659.9197
<br />Florida ttuurd of Profession:,) Engineer;; Cer6ficme of Auth.,ix,bon No. 9; 1 3
<br />Product
<br />___
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Narne
<br />ro Inc.Swinging Plastpro
<br />� Smooth t Wood Grain 1 White Wood Grain
<br />Exterior
<br />Exterior Door
<br />5200 W. Century Blvd.
<br />Rustic I Mahogany
<br />Doors
<br />Assemblies
<br />Los Angeles, CA
<br />Series N Fiberglass Door
<br />__,p
<br />Phone 440.9 .97
<br />69 73
<br />Ins+wing/Outswing - "Mon -Impact"
<br />Scope: Product Evaluation report issued by R W Building Consultants, Inc. IS, Lyndon F. Schmidt, F.E. (System ID # 1998) for
<br />Plastpro Inc., p o In , based on Rule Chapter No. 9N-3 Method i D of the State f P a o Florida Product Approval, Department artment of
<br />Pp
<br />B i Sne.. e us &Professional Regulation,
<br />RVN Building Consultants and Lyndon F. Schmidt, P.E.. do not have not 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 />Limitatioris.
<br />I. This iaroduct has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
<br />"High VelocityHurricane
<br />u Icane Zone" FI VHT_
<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 egL •umg wind borne debris protection this product is required to be protected with an impact resistant covering
<br />that complies with Section 1609.1.2 of the FBC.
<br />stud •r
<br />4. For 2x �t.Jd framing construction, anchoring of these units shalt be the same as that shown for 2x buck masonry construction.
<br />5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed to en ineei or istered
<br />9 g
<br />architect.
<br />i C
<br />. P fb- FI --1 ^, for size. 6 See Ira vin _ a213.1 . o .,z_, and de
<br />sign n res I . limitations. sL re Inutati
<br />9 ons
<br />9 P
<br />Supporting Doccaments:
<br />1: Test Report No. Yest Standard Testir Laboratory Signed by
<br />TEL 112 101/1.-7P.E. 05 6 S29 � �•
<br />re_trng Evaluation Lab.,lnc. Wendell W. Haney, PL
<br />CTLA 924\ .N
<br />TAS 202-94 Certified Testing Lab. Ramesh Patel, F.E.
<br />2. Drawing No.. Prepared by Stoned _& Seated by.
<br />No. FI-15213.13 RIN Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />3. Calculations Prewar c! by Signed 8t aealed by
<br />Anchoring RVV Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />4. duality Assurance
<br />Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is
<br />manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
<br />PF 1.587
<br />Sheet 1 of 1
<br />R W � R W Building Consultants, liic .
<br />BCunstlltin and Engineering Services rot the Building Tndusuy
<br />CI' Cl. Box 230 Vu1r,',7 Ft 33595 Phone- R! j C,59 9197
<br />Florida Qoanl of Profes,ion:d E gite s Certificate of Authorv, tiun No. 9813
<br />t - r-e,' _
<br />Lyndon F. Schmidt, P.E.
<br />FL PE No. 43409
<br />2/24]2012
<br />Product
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Name
<br />r �.
<br />Plastpro Inc.
<br />,SI troth If Wood Grain I White Wood Grain
<br />Exterior
<br />Swinging
<br />Exterior Door
<br />5200 W. Century Blvd.
<br />Rustic / Mahogany
<br />Assemblies
<br />Los Angeles, CA
<br />esDoors
<br />Series h FiberglassissDon r
<br />Phone'440.969.9773
<br />InswinglOutswing 'Non -Impact" _ _
<br />Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID I# 1998) for
<br />Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1D of the State of Florida Product Approval, Department of
<br />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 (FBC) structural requirements excluding the
<br />"High Velocity Hurricane Zone" (HVHZ).
<br />2. Product anchors shall be as listed and spaced as on detail
<br />s. 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 msistant covering
<br />that complies with Section 1609.1.2 of the FBC.
<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 this drawing require further engineering analysis by a licensed engineer or registered
<br />architect.
<br />6. See drawing FL-15213. 12 for size and design pressure limitations.
<br />Suppo✓ting Documents:
<br />1. Test Report No. Test Standard Testino] Laboratory_ Signed by
<br />TEL 05-1126-1 101li.S.2-97 Testina Evaluation Lab -Inc. Wendell W. Haney, P.E.
<br />2. Drawing Na_ Prepared by Signed £b SealevLby
<br />No FL-15213.12 RW .Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />3 Calculations Prepared by Signed & Sealed by
<br />Anchoring RVV Building Consultants, Inc. (CA #98'13) Lyndon F. Schmidt, P.E.
<br />=1. Quality Assur'ance
<br />Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpre Inc. is
<br />manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
<br />PI= 1587 Sheet 1 of 1
<br />Lynclon F. Schmidt, RE -
<br />FL PE No. 43409
<br />2/2.4/2012
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<br />FRAh1E Ak1QQP1Hq AA-S•TPc,AGAL STRIKE JARS& '--•---t•' u
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<br />CQNCREf E a.N ANCHOR NOTES:
<br />1. °uh5titul'Ien of egc,al ,^nncrste crncl`,ors lion c cii,`rarent suppllef m;:y he:•; dib`erenl ecipe I ©f.FA1L � d
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<br />di>IonCC and':enter dlstancr r>;�quirefwor,U. -
<br />2. Concrete of Ichcr locations e odjusted to maintain the rain. od Fa ( &'+ ( _i
<br />rrg Elt fh9 comers Inoy b T" �- I a distance fo riorfcr joinfs, If connate a vhor location noted a; "M,,-_'. ON CFNI Ell rr t.st be a
<br />adjusted to main tarn H)e fff edge ,d3lonce to rnollaricinis, oadlfforal cor Icmle unche2 s _ - _ _
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<br />may be, regticed to en;wE f!,e "PAY. DIv CEPITEr'"di;nensGen; ore not F.xueec!ed. a- == . -
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<br />TYPE SIZE �t 66.'VAlil :Cf;�1Si71Y??Yit7GF RC.JArE, F / � I mow`: t'J�i.S. 9
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