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<br />C+.:,NCR6f`ANCHOR NOTES
<br />1 SUbStilWon of egvQt concrete onchor5 from a different supplier r
<br />lnoy have different edge
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<br />�r t e anchors
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<br />r :f lh d fro r a to rn na rc � ad. '- r f i t inn a d n r
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<br />'CONCRETE ANCHOR NOTES.
<br />1. SVt'stituflnh of equal concrete gnchor from o different supplier may have differe'nf edge
<br />distorics and center dFsfa m mclufrem nts.
<br />2. Concrete onchex locations of the comers may be adjusted to mointgfn the ruin; edge
<br />dfsfonco to mo fr r joints, ff oncrei' crnchr:rlocations noted a "hIAX, ON CENI✓ R musf be
<br />adjusted to mcinl rl then:In sdge.disfonce to martarjoinfg, addI000 1 coucr':fe Onchors..
<br />icy b-, required to ansve the "MAxj bf,i CENTER dimensions are not excleecled.
<br />3.c oncree am,hiv table
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<br />DETAIL i DEL41L I
<br />tn.,:ing c,;nflgui;Ben Ouisn ng -onrr}firm art
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<br />. R W Building Consultants,, Inc,
<br />. Consulting and Engineering Sen,ices foi- the Building Industry
<br />P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
<br />Florida Board of Professional E» ginem Certificate of Authmiaalion No. 9813
<br />Product
<br />Category
<br />Sub Category
<br />Manufacturer
<br />Product Name
<br />Swinging
<br />1. Plastpro Inc:
<br />Smooth I Wood Grain / 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 />Phone 44 .9
<br />4 69 9T73
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<br />Ins rrrn lt3utswin - "Non -impact" g 9 P
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<br />e: Product Evaluation report issued d R Scope: s u b 1N Building Consultants,
<br />d o Dist ltants Inc & n Schmidt, <)
<br />p P y 9 Lyndon c midt, P.E.P.E: (System fG 1998) for i F i,
<br />y I N
<br />Plastpro Inc.; based on Rule Chapter No. 9N-3, Method 1D of the State of Florida P{'oduct A royal De arh33ent of -1I,,`. r fi
<br />PP P "
<br />Business & Professional Regulation. i f t}, h T RJ
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<br />RW Building Consultants ate
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<br />d C d Lyndon F, Schmidt, P.E, do not have r will 'r a g Yo acquire financial interest in the company D
<br />manufacturing or distil
<br />v, ._ a W
<br />t I distributing the product or i , ( , u n an other entity involved In
<br />9 g P Y i yin of ed in the approval process of the product named hereinI .1. i ) :� � � � �� 111 N t�
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<br />Limitations: _ � n?�kr �...- ;: .t 8 } _,t J . 1J.'k a -' lc•a .. y lL: F
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<br />i � h - :. I 1. This product as been evaluated and is in compliance lie r o rice with the 2 z tf � p p e 010 Florida Building Code (FBC) structural requirements excluding the �, f ,�,,,,• m
<br />P -
<br />"High Velocity Hurricane Zone" (HVHZ). �au1 s�I' #'r.�. � � y
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<br />Product anchors shaft be as listed n f : a 2. ra n and aced as shown ,f a s is o non details. eft e � r, Anchor embedment to bass material r �^ � " >
<br />P laterla shaft be beyond wall dressing. s ti .,,: ,, W „ I
<br />or stucco. F r - _r-....1111111111111111111111111111111
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<br />�. When used in areas requiting wind' borne - 1 '' l -xis . h bo e d r i� ;�
<br />n obits protection this
<br />product
<br />od e.t is required to be protected i impact � 9 dwFhan n a resistant t n v' q ct es s a t covering t .; .I P rn P -1 1 t•
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<br />A' i . it
<br />Jc
<br />that complies with Section 1609. L2 of the FBC. Ir { 11 I ,�
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<br />4. For 2x stud framing construction, anchoringof those units shall be the same as that shovm for 2x buck, r it ' t i Ir ,, r-;
<br />bu masonry constri lion. , ., I' 11 p:,
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<br />S. Site conditions that deviate from the detail r this , ., •-::l,:r .: ,,:. ;: �-. _ u __,,) S.ir .,
<br />s o s drawing re P l g quire further enylrl=ennq analysis b a licensed meet or registered yf 1 ,,;
<br />architect _ r u) I g
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<br />FL- 152 13.13 for siz ,and
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<br />CTLA 924W TAS 202-94 Certified T estin Lab, ' Ramesh Patel P.E. '. �
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<br />No. FL-15213.'13 RW Building Consultants Inc. (CA #9813 Lyndon F Schmidt, P E ' rl 1 it + ' Ii I I ''
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<br />3. Calculations . E-Eepar e by -cii ned & .r aled b ll i ) !
<br />Anchoring RVV Building Consultants, .i 1 . f
<br />g g r su ants, Inc.lnc. ( A #9813) Lyndon F. Schmidt, P.E. �� ., , . __ 1 ,.11 1 ; I j
<br />4. Quality Assurance i r... 3 ¢ I t t;
<br />Certificate tifirate of Pastic i t . _ . I-
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<br />Ipat on issl ed b} National Accreditation and Management institute, certifying that Plastpro Inc. is
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<br />manufacturing product within a quality assurance program that complies with iSC>/lEC 1 a Ot0 and Guide o3. ..... v 3 .,.,',. ,' t t) r t ri F ta; ; ;$f5'. f
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<br />PF 1587
<br />R,a
<br />Lyndon F. Schmidt, P-E.
<br />FL PE No.43409
<br />2/24/20,12
<br />Sheet 1 of 1
<br />11
<br />WW Building Consultants, Trite.
<br />BConsulting and Engineering Services for the Building Liduslry
<br />11�� C P.Q. Box 230 Vain.n fl 53595 Phone 813.659.9197
<br />Florida Board of Professional Engineers Cerlificule of Authorizatiun No. 9813
<br />Product
<br />1-1Product
<br />Cate C}1
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<br />Manufacturer
<br />Name
<br />Category g y
<br />Plastpro Inc.
<br />�S1 ooth / Wood Grain /White Wood Grain
<br />Swinging
<br />g
<br />Exterior
<br />Exterior Door
<br />>v2t}Q W: Century Blvd.
<br />Rustic 1 iliiailOCiany
<br />___
<br />Doors
<br />Assemblies
<br />Los Angeles, CA
<br />Series A, Fibergliass Door
<br />Phone 440.969.9773
<br />1 inswinrd/©utswing - "Non-IrnpacV'
<br />Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F_ Schmidt, P.E. (System ID # 1998) for
<br />Plastpro Inc., based on Rule Chapter No. 9N-3, Method i D 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 Cade (FBC) structural requirements excluding the
<br />"High Velocity Hurricane Zone" (HVHZ).
<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
<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 front 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 />Supporting Documents: .
<br />1. Test Report No. Test; Standard Testing Laboratory Signbu
<br />TEL 05-1126-1 101/i.S.2-97 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
<br />2. Drawina No. Fared by Signed & Sealed by
<br />No. FL-15213.12 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />3. Calculations Prg Ared_by Signed & Sealed bV
<br />Anchoring RW Building Consultants, Inc. (CA #9813) 1 Lyndon F, Schmidt, P.E.
<br />4, QualU 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 158T
<br />Sheet. I of 1
<br />.1111,
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<br />Zl;f �K��m+xm-.>
<br />Lyndon F. Schmidt, P.E.
<br />FL, PE No. 43409
<br />2/2412012
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