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<br />SUCK ANCH LI Cs STRIKE 411100
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<br />CgNCREIEriNC.HQP,t. TF
<br />J. 3ubstituilon at equal cancrefe arlcilors from o dKferlsnf suppliEr may hose dGrerenf alga
<br />dlstonr-.e and confer disfance requkements,
<br />In _d
<br />3. Concrete anc:har locatlans o the cnrnafs may be dd usfsd I 1 rndfnfatn tI rc m 3N
<br />distonce to mortorjo{nts. If concrete onchcY Locations noted as -,MAX. ON CENTER" must ba
<br />adrv>tad to mainfoin rh2 min. edge distance to nlortar)oirtts, addlfionaf concrete onchars
<br />may be required to ensure the "MAX, ON CENTER.' dimensions or:? not sx cadent
<br />3. Concreto nnchor fable
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<br />w t..5ubsfiiuiion of r yLet cancreia anchors from a dffierunf Supplier m4Y have different edge
<br />distgrlce and conferdisfance, requirernents.
<br />2. C'-onar4te anchortc vira s ar` thu omGfS rna+be a iyrsfed f4 n1a ltvrn Ths ninth, edge
<br />distonca I' nio for join s. If conc eie onchor k Mons notes! as WAX. ON CENTER" must be
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<br />to vcNEaattx edad
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<br />Ir1iCH A DEAOBC'tt QUA1
<br />R J R W Building Consultants, hic.
<br />B Consulting and Engineeruig Services for the Building indusu
<br />P.U. Box 230 Jatrico. FL 33595 Phone 913_659.9197
<br />Florida Board of Professional Engineers Certificare of :''.horization No. 931 ?
<br />Sub Category
<br />Manufacturer 1 Product Narne
<br />Category
<br />Plastpro, hic. I Smooth I Wood Grain I White Wood Grain {
<br />Exterior
<br />Swinging
<br />Exterior Door
<br />5200 Kest Century Blvd. Rustic Mahogany
<br />Doors
<br />Assemblies
<br />Los Angeles, CA 90045 Series O Fiberglass Door
<br />Inswin/Ou w is in - "Non -impact"
<br />9 g P
<br />Scoj)e: This is a Product Evaluation report issued byW Building Consultants,, Inc- arid Lyndon F. Schmidt P.E.P.E: ID#
<br />1998) for Plastpro. Inc. based on Rule Chapter No. 9N-3, Method 1 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 />,_
<br />manufacturing or distributing the product or In any outer entity involves. In the approval process. of the product named herein.
<br />Lln3ff8$rons:
<br />i C`requirements excludin the "HI h
<br />.t a been av 1 n i in compliance with the 2010 Florida Bu Idm ,ode structural
<br />i product has evaluated and ss9 1. This9
<br />P 9
<br />VelocityHurricane 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 />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 masonry construction.
<br />5, Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer or
<br />registered architect
<br />win FL-1 221 ' f i limitations. See drawing 5 . I or size and design pressure tmltations.
<br />6. e
<br />9 9 P
<br />Supporting Documents:
<br />1. Test Repart No_ Test Standard Testing Labora+•ory Signed by
<br />-20 -24 4 M z-LaboratoriesMark Sennett
<br />ETC 10 9 6 1.0 AST E3..0 02 ETC
<br />ETC-08-209-21639,0 TAS 202-94 ETC Laboratories Joseph holden, P.E.
<br />TEL 01390365 TAS 202-94 Testing Evaluation Lab -,Inc. Lyndon F. Schmidt, P.E.
<br />2. Drawing No,-- Prepared by Signed &Sealed by
<br />No. FL-15221.l RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />3- Calculations Prepared by Signed 8 Seaf2d by
<br />Anchoring- RW Building Consultants, Inc. (CA *9813) Lyndon F. Schmidt, P.E.
<br />4. lluali r Assurance
<br />Certificate of Participation issued by National Accreditation and Management institute, certifying that Plastpro, Inc. is manufacturing
<br />products within, a quality assurance program that complies with ISO/]EC 17020 and Guide 53_
<br />Lyndon F. Schmidt, P.E.
<br />FL PE No. 43409
<br />2/23%2012
<br />PF 1553
<br />Sheet 1 oft
<br />R W L R WBuilding Consultants, Inn.
<br />B Consulting and Engineering Services for the Building Industry
<br />i_ P.U. Box 230 +.'alrico, FL 33595 M ne 813.659.9197
<br />Florida Board of Professional Eagineers Certificate of Authorization Nu. 9813
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Name
<br />,Swinging
<br />Plastpro, i11c.
<br />Smooth i Wood Grain I White Wood Grain
<br />t:..Xlerlor
<br />Exterior Door
<br />5200 West Century Blvd.
<br />Rustic !Mahogany
<br />Doors
<br />Assemblies
<br />Los Angeles, CA 90045
<br />g
<br />Series O Fiberglass Door
<br />9
<br />Inswing/Outswing - "Non -impact"
<br />Scope: This is a Product Evaluation � report issued
<br />Jed by W SuildT9Co Consultants, Inc.Inand Lyndon
<br />Schmidt, P.E. (System
<br />stP
<br />n ID #
<br />19..g
<br />8) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method I 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 wired borne debris protection this product is required to be protectedt with an impact resistant covering that
<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 sarlle 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 engineer or
<br />registered architect
<br />6. See drawing FL-15221.3 for size and design pressure limitations_
<br />Supporting Document's:
<br />1. Test Report No, 'lest Standard Testinp•Laborato� Signed by
<br />ETC-10-209-24643. 1 ASTM E330-02 ETC Laboratories Mark Sennett
<br />TEL 01390365 1AS 202-94 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, i-,E.
<br />2. Drawiriq No. rrret?aied by S, q-d & Sealed l v
<br />No. FL-15.221,3 RW Building f orl5ultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E.
<br />3. o_alctJ,ia lgwrls rapartd bit
<br />Signed I pealed by
<br />4nOTerinu RIA1 Building Cronsultams, Inc. (CA #9813) Lvndon F. Schmidt. P.E.
<br />4. Quagi Ay �surgnce
<br />Certificate of F'arlicipaiion Issued by National Accreditation and klanagernenl llstitute, certifying thai Plastpro, inc. is manufacturing
<br />Prcdu,,ts within a quality assurance proyiain that complies with ISOlfEC i7020 and Guide 53.
<br />J ! ._ f r
<br />i
<br />Lyndon F_ Schmidt, P.E.
<br />FL PE No, 43409
<br />/23120 12
<br />PF 15:53 Sheet 1 of 1
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<br />CONCRETE ANGLI'ORNOTES
<br />: FR4MM.T FFpRING 7dL•scsFJA i3
<br />I. Supsfiluilan ai equat concrete anchors from a dfrfarerif supp4ermay have different edge Ma n^° --nnsimefion
<br />distance andcrrdistance re
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<br />at 1he rrmors ntoYNectd1. t d` a metrn rqr e
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<br />edge
<br />d!s c t t nee a r. cute rcunts cl..ls archer ior•;,tipns r'nl d ns "P UL {, Ofd rEr- iCR" rnu;-1 ba '
<br />odtt_'sfad to rrinfntarn the m,rr, edge' dtctoxnce to mortarjOints, 041d +ianal co Icrere anchors
<br />m4ry be requk'rtd to unsure ttr<i "MAX. ON CENTER" drmerioataaeucdec:
<br />rote anchor fConc- IX Bvt rr --\
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