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JIB .'.:I ly f}I '... .. .. _.., ._-. _..- ._.. _ <br />- _._._..'-- <br />'I -:: .. ,. <br />1 <br />-'.S I-c .. <br />5 ( <br />7 <br />..4 ..� <br />,-..._.__ ... - <br />_ <br />, .._ ..,..- <br />_. .__-_i_ _ r:l <br />, I _ � __ �:_ __ _.._ _.. <br />i <br />_. <br />._ <br />MASONRY <br />OPENING <br />zX RUC <br />gUClt ANCHORtrN@ STRIKE 4AM <br />hIOT FS: <br />tANCHOR <br />CO NCR"'fE <br />PPada <br />Iffer,n <br />hive d 9 <br />P nn ii .r a - SV Y eren. <br />^ ,t a rirrf F P In r '.lots rrvr` ale t + <br />' f o e r, f concrete � c . <br />I. ubsttulof f Substitution q - <br />I <br />m nFs. <br />.e c a vUa a <br />distance and center r oisfan e r 9 q I., mellnfpin if le Irin, edge <br />?. Concrete anchor locations at the eornsls inn) he .r� u�tad <br />, usi b <br />ri . ' b! CENTER" <br />r d5 "MAX .O <br />c no ed <br />hen_ f <br />a }e cr .xn <br />.ir s Ifcancr i a1-h <br />LYC lt, fi <br />omat 7slan 1 d cs J <br />rs c Wort <br />f an t <br />" nal ca nC e ., <br />nio add <br />oc(iv,fed to mau7toih the ni. edge listnnce fo mo lac JalntS. . <br />maybe equirert to ansure the "MAX ON CENTER.' d4nencions One nut exceeded' ded <br />3. Col f or table: .. <br />aliauHt�k ;1. AMCNh,:: fs7rt, r12)M Clk,.<BdCTi i fu31i![EAFtCki? l: <br />1YU f o� ll t <br />r ra U? -.+� <br />k <br />E: A <br />tt7 5 �Hy E�� $t2lS Ft Y <br />'. Il'P 57 <br />M� ig <br />_. <br />1 <br />IITW 2-112" T" <br />L1C0 iJA^ 1-rtq° ___-----!' _.,..,-- - 1 <br />_.- <br />I <br />N , <br />: �., n j n C a <br />tj A Ey <br />' I_ z� r N e <br />A -- 2 :' E <br />I � g az� 41 <br />.... i o .I o It a. <br />-'•sue Y . R � r \ J <br />Z" <br />I <br />� <br />TYN HEAD & e , <br />0 <br />�� JhPAt3S -,�I a 'm a A o R <br />MASONRY _/ Z y <br />OPENING a U I � E c <br />v0 1 3 <br />0 <br />-_ h <br />- - c� <br />zr_ <br />FRAME - a o <br />z , <br />,�, 2 • J 4J <br />F 1 In g g <br />2Y BUCK. I a T N � o <br />o <br />=;I <br />J� <br />�M <br />I' �- Ir a m <br />>- <br />- - _4- ,_ ]I, , f - II <br />t\ I <br />�_ - i t <br />1;tA,1sF•NCH0lttnrs HINGE JAMB i i <br />t'hasnn.y 2. buck c'ensfrcrli(11 _ I i <br />II <br />-- P I ! I �I 9 <br />r-- ----. -- -- -.'- - 1 <br />r <br />t <br />I <br />I-�1" " 1 - I , t 9, I I I I w <br />i�i � <br />- I <br />I I <br />= / _.1 ' �� <br />. a < 1� <br />k� -= <br />�y- <br />l�) <br />,I JAMBS TYP, HEAD & <br />1:ASOhIRY <br />` OPENING <br />i I- <br />--x-- <br />2 u <br />b� <br />T FRAME' _i o 0Tf �. <br />�Q <br />10 ix BUCK-\ <br />'r <br />) V v <br />r m I- <br />7 - <br />N <br />St7iiKE' JAPriS FRAME ANCHdJRING _ <br />k{osomN i x buck construction <br />K <br />r_i- '�OIJCR TE Idr., ?R NOTEa: <br />K. I. Substiiulibn of yqua, cencr. . v anchors frem o ciiffersnt suppffer mgY have different edge <br />d'Isicmce and confer dlstanro ,'O.quuarnrtnts. <br />oe <br />2. Concrete anchor locotiotu of tt e C:omoli may bF adjusted tq mC}Intofn the "i"'iJ- <br />d sconce to n-16nor lofnh. if concrete anchor klcaf!oro nolerf CIF'MAX. ON CENTER rrlt,'s'f be <br />adJusted to rt4int sin the n n. s��e drstrync? Io mortcr joints, additi,:Inat concrele rlJchors <br />o maybe required to ensa� rite "f ,k`(, ON t;i"NTEF"dtmensfons are not exeeedad <br />0 3, Concrete anchor tob �.­:::. : Mom__,__ __ - <br />k A1JCHOftt tV�h s�; ,lt! h11. iNtAP NCG> : !d!s .. I .:.t�Lf Zit <br />II <br />3 P Srri? tylSEufyltt f r vacs, ;r qt�._:_ a4r,.;ttt R <br />1. <br />liN i/S" 1-1/4- fir B <br />3 I _ - - 2-itR` <br />n IPN S,•'85" T-11N, 2_51s' <br />�1 ___ __.___--_-. <br />s_ __ - _�,�.�.„_,_. _- - <br />__ _- <br />_ <br />- <br />It. <br />I <br />III ]I] l <br />HiNG1 J"B <br />�) <br />- ,_ <br />I <br />2 <br />a <br />r <br />I <br />- i �1 <br />1 <br />I <br />�. <br />I <br />I <br />1 _ <br />: _ <br />I <br />z <br />lj <br />i{ r'{y _ 1 <br />f <br />I <br />r <br />I. <br />nc ': 72 '_l i ' <br />L_- __ <br />a <br />�`` <br />I <br />s I i N. r. S. <br />iI{tI <br />9 <br />i <br />6._ E`. <br />a <br />I <br />�-' - <br />jj <br />- <br />I r�': LF 5 <br />IV <br />tAICH && L_Tel4DBOLr Dte!L hl GE Dfi'r(fL <br />-- <br />N <br />HfhGE DETAIL <br />\-,,LlI. I-4G <br />2,j'- �/L <br />Lr1TCH K DEAD900 DETA!L <br />M111111 <br />I:a!n 91 L FS <br />t <br />114 <br />-{{u <br />_-__ ________.____._ ____.__ _-._,_._._.._.�.m.Jta <br />B Consulting and F-rir e ing Sei-vices for the Building industry <br />C, P.O. Box 230 Vah'icn, FL 33596 Phone 9I3,654.9197 <br />Florida Board of Professional Engineers Certificate of Authorization No. 98i 3 <br />Product_ <br />_ .. <br />..�.-._-.m.__.-_`__'_'_-_.__- <br />Sub Category <br />Manufacturer <br />Product Name <br />ateI <br />Plastpro; Inc. <br />Smooth J Wood Grain % White Wood Grain <br />Exterior <br />Swinging <br />Exterior Door <br />6200 West Century Blvd. <br />Rustic Mahogany <br />Doors <br />Assemblies <br />Los Angeles, CA 90045 <br />Series O Fiberglass Door <br />Inswing/Outswing - "Non -Impact" <br />Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System 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 />'I <br />l the company <br />d not v her will ac sire financial interest n <br />RW Building Consultants and Lyndon F. Schmidt, P.E. o o have r q nP y <br />manufacturing or distributing the product or in any other entity involves': in the approval process of the product named herein. <br />Lfn7itatior7S: <br />h <br />1. This product has been evaluated and is in compliance with the 201 U Florida building rode structural requirements excluding the "High <br />Velocity Hurricane Zone". <br />r beyond I in <br />2. Product anchors shall be as tilted and spaced as shown an details.. Anchor ernb2dment to base material shall be 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 />F t ' <br />4. For 2x stud framing cgnslruclion, anchoring o, these units shall be the same as that shown for 2x buck masem;� col7s-ruction. <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 />- <br />�} <br />6. See drawing Ft_-15221.1 for size and design pressure limitations. <br />l Documents. <br />Supporting <br />1 . Test tjepert Ns. Test Slanda;d Testin1r ! aboratoa Signed by <br />ETC-10-209-24641.0 ASTM E330-02 ETC Laboratories Mark Sennett <br />FTC-08-209-2'1639.0 T:AS 202-94 ETC Laooraturies Joseph Dolden, P E. <br />TEL TAS 202-94 Testing Evaluation Lab. htc. Lyndon F. Schmidt, P.E. <br />I E_ . 9 r <br />2. Draaviny Ate,-, Prepared 4y_ Sinned & Se31er-i hY <br />No. FL-15221_ i RW Building COVISLI tani8, Inc. (CA #9813) Lyndon F. Schmidt, P E. <br />3. tea. culattons L1fftPare4by ai€ q d & Sealed tty <br />Anchorina RW Building Consultants, inc. (CA #98 13) Lyndon F. Schmidt, P.E. <br />4. guaii , Assurance <br />Certificate of Participation issued by Nalionai Acciedilation and Managenient institute, cerfifbing that Plasipm, Inc. is manufacturing <br />products within, a quality assurance program that complies wish ISO/IEC 1 7020 and Guide 53_ <br />ear a , <br />L,,ndon F. Schmidt, P.E. <br />FL Pr No. 43409 <br />2i23/2012 <br />PF 1553 <br />Sheet 1 of I <br />R W W Buildir.-; Consultantsi 11.1c. <br />Consulting and Engineering Services for the Building Industry <br />Cl <br />P.O. Box 230 Valrlco, FL 33595 Phone 3.1659.9197 <br />Florida Board of Professional Eng veers Certificate of Authorization No. 9813 <br />Product <br />_ �,....on..__�. <br />Sub Category <br />Manufacturer <br />�]__ <br />- <br />Prooduct Narne <br />category <br />swinging t� g <br />Plas r Inc. t o <br />p <br />gppj Smooth 1 YdJaod Grain t White Wood "rate <br />dv <br />Y <br />F. terror <br />Exterior Door <br />5200 West Century Blvd. <br />P <br />Rustic i MTahoga;ny <br />Doors <br />Assemblies <br />Los Angeles, CA 90045 <br />9 <br />series G Fiberglass Door <br />g <br />i <br />- <br />__ <br />Inswin /Outswin - "Non -Impact" <br />9 9 <br />r <br />n Schmidt, t' <br />c_ e: This Is a Product F_valuation re ar I W ,G t-1 .G r• t P Scope: _slued by R .Building mar-�ul_a-7r., Inc. and Lyndon F..,_.hrnld_, P.E. (System 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 8. 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 />Of stucco. <br />3. When used in areas requiring wind borne debris protection this product is required to be protectect with an in, pact resistant covering that <br />complies with Section 1609.1,2 of the 20,10 Florida Building Code. <br />4. For 2x stud framing construction, anchoring of these- units shall be [lie same as that shown too 2x buck masonry construction. <br />5. Site conditions that deviate from the details of drawing FL-15221.3 require flusher engineering analysis by a licensed engineer or <br />registered architect <br />6. See dravving FL- 15221.3 for size :and design pressure liniltallons- <br />supporting Documents: <br />1. Test Report No, Test Standard Standar€i Testirr� Labc+eatoU Signed by <br />ETC-10-209-24643. 1 ASTM E330-02 ETC Laboratories Mark Sennett <br />I E L 01390355 TAS 202-94 Testtnq_ Evaluation Lab.,lne,. Lyndon F. Schmidt, P.E. <br />2. Drawir7r tj ! rr'�fa . eti ,y stanedd & Sealed by <br />No. FL-15221.3 RW Building, I;orrsultants, Inn•. ((;A #9813) Lyndon F. Schmidt, RE, <br />3. ____ Calculations F'f_�pa- try Sir rI-, Sealed >lv <br />Anchoring RW Building ConR'lfanis It (CA #91F31 3) Lvndorn F. Schmidt. P,E. <br />4- QuaS;-t-urartcrn <br />Certificate of Participation Issued by National Aecrediiasicn and Manageflient Institt,te, certif,ing Thai Plastpro, inc. is Inanuf�cturing <br />products within a quality gssul'ance p.o01350 that complies with ISO/iEC i7020 and Guide 53. <br />» f -, r` <br />}radon F Schhmidt, P.E. <br />FL PE No. 143409 <br />'12312,312 <br />r F 1553 Sheet I of 1 <br />_1. , ..,.. - -- - 1 1 - <br />Fly 152J ; i <br />__........_.. _ .. <br />I,_ <br />t <br />f. <br />.. x ,.,, a <br />t, <br />I�:, <br />I,r .a� <br />,ftnri <br />I <br />f <br />i <br />L <br />t"it ,_.:'f t 7 i s ! ty ,-, <br />} )" <br />M <br />1 C <br />_ <br />i <br />. <br />7'iI <br />-.. --vii <br />it <br />I . i 1i. <br />l ; Y. <br />w � I <br />11 <br />1: <br />z <br />_ :. <br />_ <br />3 <br />a - 0 <br />,1 G t <br />I .. <br />7 `�o,' r i::..!',. at T,I <br />�;,.. ,fit. ,:.,..: Y/$ ;:..I,, 3 r9'- t e 1 <br />.a I� - <br />d <br />� � _ --� <br />-- <br />1 1 <br />j° <br />`�I , <br />I <br />I. <br />^ d <br />r11 � <br />?. <br />. 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