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WS-12-2395Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185893 Permit Number: WS -12 -12 -2395 Scheduled Inspection Date: February 14, 2013 Inspector: Bruhn, Norman Owner: FERA, G P DELLA Job Address: 651 NE 105 Street Miami Shores, FL Project <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)751 -2387 Parcel Number 1122310120080 Phone: 954- 979 -2137 Building Department Comments Replace 32 impact glass windows size for size. Infractlo Passed Comments INSPECTOR COMMENTS False Passed (97,rni„t=1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 185359. CREATED AS REINSPECTION FOR INSP- 183193. WINDOWS IN UPPER BEDROOM DO NOT MEET EGRESS. JR same as before, upper bedroom doesn't meet egrees jr February 13, 2013 For Inspections please call: (305)762 -4949 Page 17 of 22 Miami Shores Village Building Department DEC 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 651 NE 105th Street FBC 2010 Permit No. WS-V1-Z39 Master Permit No. ROOFING City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: 11- 2231 - 012 -0080 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Della Fera Address: 651 NE 105th Street Phone #: 786- 897 -4169 City: Miami Shores state: FL Zip: 33138 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: The Home Depot at Home Services Phone #: 954-271 -1403 Address: 674 S. Military Trail City: Deerfield Beach state: FL Zip: 33442 Qualifier Name: Boysie Ramdial Phone #: 954 - 271 -1403 State Certification or Registration #: CRC046858 Certificate of Competency #: Contact Phone #: 954- 271 -1403 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 34,970 Square/Linear Footage of Work: 2,188 Type of Work: ❑Addition ❑Alteration °New ORepair/Replace Description of Work: Replace 32 impact glass windows size for size °Demolition Color thru tile: ********* **** *** ***** ********* * * ** * * ***F es************* * * ********* * *********** * * * * **** /7 dci Submittal Fee $ Permit Fee $ G C1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ - 45i (QA.0 Bonding Company's Name (if applicable) Bonding Company's Address (/ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 1 day of Dec ,20 j2;by P ® l Signature C261-44-;- Contractor The foregoing instrument was acknowledged before me this 1 % DIAL , day of 7 C ,20 /Z, by (3 Gy5 te who i personally kno i, o me or who has produced who i. •ersonally know me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY ' UBLIC: NOTARY ' LIC: Sign. Print: My Commission Expires: Sign: Print: I l C 14n rZ-j) , �:' eftigt*E0 ROCZIT8 NOTARY PUBLIC NOTARY PU8IJC My Commission Expires 1 STATE OF FLORIDA Commit EE2114612 Expires 614/2018 * *+k+k***+k********** ********* /�N�k NIIMS* h�k�kikd�Bt�bM+ N�NN��k�kH+ �h�b�P9' �Yi�ki@**** �k�k�APtN��k**** �k�A****�k�b�N *�k�k�k *�N�H�R*** APPROVED BY J ✓,,JL�6-41 Plans Examiner Zoning Structural Review (Revised 3 /1212012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Clerk NOTtCI OP COMMENCtMENT A AMCCROtia COPT Wit et vosi old lit :tee urn 11 and 0/ ma 7llnGflt21 peFIMIT N Q . rr'cuo riol/ ZZ3/ -o 12--0 ;TAre cF KOla= cO LINTY CF Mt M.OACe THIS UNCiekliiariED Noe* gMea naffed t+ai implavenlernrli W11 berms** ht catalog nod : mpere% and In a000ntin t vndl Credit 71 % fiends S1**Aaee Inc iadlowYq tnlbinadaD proos4dad r rte Nodes of CQmleeleanrant. La4i d . Lion of prap.H1► and *yob ,4 . r 1. CeyoMQtion of intpravem J. Cunt*, none and N ^+.' i Waimea In wafers _ Nona a and edam* at IM aim* od.hoidatt and E 1602 DATE:12/19/2012 09:32:51 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY two aaa.t.rwnerail tar era of raraere 11 G Ir S. SUrahrt (M .. alpirarrad W owner main ostlaasor, *aryl ,Nonfat addl*N aid phone Malaga - Mncunt d bond S. & Lartdertlrnanntr and oddment r, • psraans wltlel Ow dialed fronds dasIqumad bp Cionw upon w11mn nabbed aT areal demean, maybe swrvd ea plerem'p DP Seaatan m,1O 11( It.. Mend* Stttnttaer Nam* aridness mod phone numbaee. I. In oddlelan la hinlsata ewers cherattilee the toilatii rj tea+ to rata** at oopr W Ir1e L4nar. Nodes se prodded la NOMA 1t3,1341)* Ffekta 9tanlwair Nana; a chanoan and pnoaaeRrrebert S fer 4 CrlpleaYOA dale d VOID MOM d Ca nnoboomor ib Mg elminrimi dr ft I yaw hen maw wows" wawa demo &OM 11110114 'NARNeISTOOWN ** At ?PATh ttai'JMAOIIIIIY1nIIOWENAMRTli eplpATION CM MI ;00111:11 Ced COMMOICIOMIT Mil CCianalalIO :kwlloptR rwrutM! 1040111 CHAi+Ta l Pis. MST =MO tries fl.CPE 4 =MOM ANO cm maw 1N nut polrR1A mu /CA IMPPONEMINTti To YOUR PlIOPOITrd A tVCfflCR C! COtehatienllaet► niter al PICoRa se NO POST pt Cab MI JCU dirt 600$0 TNf FIRST INGPSITl0M Pr ItI 14O 10 MOWS FUUUICaltt4 COhainT 4NTH VCRIRA 0101 OR M AITOPIPUIV and CCUMIR1CIN4 *asst OR ReCC000101 YOUR - OP CC 4rgrtattwlel d •, y* +' 1r ' prlparad By Li! iii l/ OA 1 L.� *.1'' Prepaid Nna�1. • /10.1.r a.' &%/1/z -; r o Print Nabs 4i4 '£(L" frrinl Nave L'�fTMLTh �•3" 1/J7 . ritiaoottiea 0s i' if . ttltsnonle. I" t VAT" OP PtaJODA D'tv e 3 t , fr.,. 3s wiz_ r:OUNTV OP MLAMt.wtctE { r'ht IcregQ$I mauntant wed aiclaeowledgad Wore ma ISIS 2 i) day d. .Altil�'L'+ , .+-: • 'idol r indtrtduaitt, or +.7 _ Lr as the tcda q Mai of Ids Aealloat f i A is Ihri ejoa of Notary Pb0100 Prinl NNW lSi la Psraansllp hnawr% 4 .. r •.. ■ l 1 • . hr • . '/ •• 4 : l• aa- I !Mar canaroar at 0 rat we face# stated ilgna at ry 1.•warta wt 1 d adore that i O ova road iht fortosin. and A art In" to tins bast of my flnowlaege and bN1d W Owner( Za LAWRENCE M BURNETT MY COMMISSION elk EE15IO$i EXRRESueteem bO8, 2018 HoNd1i1oballonnemont iOtneata /PavrnwdManaga/ ti.rta elgelate tba, — .�y STATE OF FLORI 1 HEREBY COMFY that the 1 original on file in this o HARVEY RUVt ; Deputy TY OF DAD and correct copy AD 20 6(S ,, . S IT :�.NOWN, that (' ? rtncips1) ha3 made and appoint:d, 314 by rhasa rv►ns Services, `�• Si a, me Hume Cepot ti►►n•her and in hisher name, plus and stead, A-- p :esrtU r �Od Reds'3n4 3rrutnt r. J .it• • At Home Servics a, diet its ag :fit true and lawful . ;ttcrn:Y•i1.Fact t::r To execute any and 311 documents reasonably necessary, including without limitation any permit applications, for the 10114 Spectfie and limited purpose o obt i trmit for home improvements on behalf of the Aotnaowner(s) and for the roping located at: 3iving and granting said Attorney-in-Fast, every act sad thing{ wh ;isoever nieces � �1 power and authority to do and perform all and every a (set out in whatso to be dons in and about the specific and limited personally present, out �, ) u &Uy, to all intents and purposes, u might or could be done if confirming all that said ubrney power hall lawfully do or cause to revocation, y V hereby ratifying and be done by virtue hereon; - IN rNl�'Z'Jl: '�n ppt? C < 9F, 1 have hereunto set my hand and seal this 10 �dayof Signed, sealed and deliv • in the presence of tpa ese • STATE OF e COUNTY OF t, LA. lenity that provided :h• • A Notary Public in and for the Sine of Florid who is either ( ) personal) do hereby Y luto known to nte, or ()who ma Y in person and acltnosvledged that he/she signed, se led and delivered the said instrument e is hi utter p u er free and voluntary authorized for the uses and speared before rposes herein set forth. rilVEN under my hand Ind •Afftci.s1 teal this this i---- 'JAY .i• '•1% camrmst►on expires•. P!emrt lurAu►rr shun 5 20-if Mot 1,y Publ►e LAWRENCE M BURNETT I.: MY COMMISSION 8 EE181851 %'` EXPIRES December 08, 2015 It407/35e•Ote3 noadwotaryesi iamom 04/09/2012 - 4 :42pm gabriels F: \01 Project Hest 2010- MPS\400 Wind Charts\ Reference)00- MPS10-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE Tribute Area ° Ft 4 right 10 Height , 25 20 25 30 1 �� T 0 -15 ft - 43.4 - 42.4 - 41.6 - 41.1 -40.6 r - 46.4 +36.4 - 45.8 +36.1 0 -15 ft +40.1 +39.0 +38.2 +37.7 +37.2 - 48.6 +37.7 .. 4a � 16 ft -44.0 -43.0 -42.2 -41.6 -41.1 -50.2 - 49.2 y - 47.6 - 47.0 +40.6 +393 +38.8 +38.2 +37.7 +38.7 7Ya eS6 r ' i� 17ft -44.6 +41.1 -43.5 +40.0 - 42.8 +39.3 - 42.2 +38.7 - 41.7 +38.2 - 41 +37.8 - 49.8 'Rf - � 18ft 45.1 +41.6 44.0 +40.5 43.3 +39.7 42.7 +39.1 42.2 +38.6iS*£� • d_s„111 +38.2 °" +37.5 +37.3 - 45.7 - 44.6 - 43.8 - 43.2 - 42.7 -42 (rf m'. - 48.1 19 k (1 +41.0 +40.2 +39.6 +39.1 +38.7 •� '• 1 +38.0 .4 20 ft 45. i � -54. - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 -48.1 i +41.4 � +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +38.1 r.. 44.7 - 44.1 - 43.6 - 43.1 - 42.8 - 42.4 -42.1 21 ft 21 ft kill +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 22 ft -47.1 +43.4 - 45.9 +42.3 -45.1 +41.5 - 44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 - 43.2 +39.5 -42.8 +39.2 -42.6 +38.9 23 ft -475 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 +38.9 -48.0 - 46.8 -46.0 - 45.3 - 44.8 -44.4 - 44.0 - 43.6 -43.3 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 25 ft -48.4 +44.6 - 47.2 +43.4 -46.4 +42.6 - 45.7 +41.9 - 45.2 +41.4 - 44.7 +41.0 - 44.4 +40.6 - 44.0 +40.2 -43.7 +39.9 26 ft -48.8 +45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 - 45.1 +41.3 - 44.7 +40.9 -44.4 +40.6 -44.1 +40.3 27 ft -49.2 +45.3 - 48.0 +44.1 -47.1 +43.3 - 46.5 +42.6 - 45.9 +42.1 - 453 +41.6 - 45.1 +41.2 - 44.7 +40.9 -44.4 +40.6 X19.9 -49.5 - 48.3 -47.5 - 46.8 -46.3 +40.9 +40.6 .. ~t40 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 -54.2 +42.1 -53.3 +411 1.Atli -51.8 +40.9 -51.2 +40.6 29 ft -49.9 - 48.7 - 47.8 - 47.2 -46.6 -53.7 +42.0 f - °, � '^' -61.6 +46.0 +46.0 +44.8 +43.9 +43.3 +42.7 ,; -52.6 +41.5 ,. 0 ft g� 30 ft -50.3 -49.0 -48.2 -47.5 -47.0 -53.0 +41.8 (- • ' 7 ' -58.7 +46.3 +45.1 +44.3 +43.6 +43.0 -53.1 , • t +47.0 8 AL +44.2 -51.0 -49.7 -48.8 -48.2 -47.6 -64.1 -61.6 -59.8 1 ° 32ft +47.0 +45.7 +44.9 +44.2 +43.6 +47.9 +46.6 y. +45.0 35 k 51.9 +47.9 -50.7 +46.6 - 49.8 +45.7 - 49.1 +45.0 -48.5 +44.51 -65.9 -633 -61.5 -60.1 -58.9 53.4 -52.1 -51.2 -50.5 - 49.9 -49 r° +47.9 +47.0 +46.3 k +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 ideIrvr'y•,r� 7� - 61.6 +473 45 ft -54.8 +50.5 -53.4 +49.1 -523 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 -50.2 +45.9 - 49.8 +45.5 -49.5 +45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft 57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 0 EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE Tributary Area (Sp Ft) 5 right 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 - 48.9 +37.7 - 47.9 +37.2 - 47.1 +36.8 - 46.4 +36.4 - 45.8 +36.1 -45.2 +35.9 ft -54.4 +40.6 -52.2 +39.5 -50.7 +38.8 - 49.5 +38.2 - 48.6 +37.7 - 47.7 +37.3 - 47.0 +36.9 - 46.4 +36.6 -45.9 +36.4 �16 17 ft -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 55.7 -533 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 } +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 ,s139 -56.4 -54.1 -52.6 -51.4 -50.4 - 493 - 48.8 - 48.1 -47.6 ft +4.. _ .0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.1 -54. -53.1 -51.9 -50.9 -50.0 -49.3 - 48.7 -48.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 - -53.7 -52.4 -51.4 - - 49.2 -48.6 21 ft +43.0 +41.9 +411 + o - • +38.5 -58.1 -55.8 -54.2 �d m 6 -49.0 22 ft +43.4 +42.3 +41.5 ? : ',€.., ° �N�19.2 +38.9 23ft -58.7 +43.8 -56.4 +42.7 -54.7 +41.8 - ' 5 2 lit _ ,. .. 5 40 3 L /• ° ., '.1 -49.5 +39.2 -59.2 -56.9 -55.2 -5 �-''�.,_ �� ...- -50.0 24ft ,4 +44.2 +43.1 +42.2 +41.6 +41. 5 ,/ . -1.2 +39.9 +39.6 59.7 -57.4 -55.7 g'g 4 25 ft +44.6 +43.4 +42.6 +?I.6 Lk w X19.9 26ft -60.2 +45.0 -57.8 +43.8 -56.2 +42.9 - 54Z2afy;1)1 +42.3 +40.9 +40.6 -50.8 +40.3 +4(8 +41.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +411 -52.5 +41.2 -51.8 +40.9 -51.2 +40.6 8 ft r ft -61.2 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 0 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 16. -65.9 -633 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 - 63.0 +48.2 - 61.6 +473 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +45.5 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 - 64.4 + 493 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -70.5 +52.7 -67.7 +51.3 - 65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 60 ft - 71.8 +53.6 - 69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FIAT TERRAIN INSTRUCTIONS FOR TABLE 1. TABLES ARE INTENDED TO DEFINED AS THE r �+� •ITTa <;. USE OF CRITICAL C. l� 1 2. TABLES VALID O 3. TABLES VALID F ( i LESS THAN 10° SH �� • 4. IDENTIFY THE B JA` CANNOT BE ID i 5. ALWAYS ROUND ° 6. CALCULATE THE TRI- THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD OPENINGS ONLY AREA OF AN OP _x lad -l. •�_ BE USED. ALWAYS RO USE: MRH <_60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES NEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR E OP ING IN QUESTION (HEIGHT THE WIDTH) OR ASSUMPTION. Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ).THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREASTH:pc "`' B1SH D;: GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE, 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN I5 BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORD • • •ING WIND VELOCITY, EXPOSURE, AND OTHER D VERIFIED BY THE GOVERNING RANTY FOR APPLICABILITY OF TABLE COEFFICIENTS USTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. APPROVALS FOR D VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRFCSLY AFFIRMATIONS ARE INTENDED, R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER ATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. IN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF iii SM" -"'311 1�, i J R "� °e RH, WHICHEVER I5 S a + �' .u°� ✓ QF LEAST HORIZONTAL DIMENSION OR 3FT (1'°` -'- ate° QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES z In O r O 0 (1) 11 O .A 0 0 REMARKS NIT ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS CHKD TSB TSB DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 10 11 12 13 14 15 16 17 Den \ Mullion Bar Mullion Bar Dining Room Bedroom Den Bedroom Kitchen 1st Floor Bath room Office Office Mullion Bar Mullion - Living Room Living Room Garage 1 Mean Roof Height 20' Building Width 38' Roof Slope 3/12 Building Length 64' Front Entry 22 18 Bath Room ■ 19 Guest Room \21 1x4x Mullion FL 6067 1 x 4 x 1x4x Item 11 AC 86 DH 35.75 X 62 +42.6/ -46.2 FL 14996.8 Item 12 AC 86 DH 37 X 68 +42.6/ -46.2 FL 14996.8 Item 1 AC86 DH 37 X 55 +42.6/ -46.2 FL 14996.8 Item 13 AC 86 DH 32.75 X 74 +42.6/ -46.2 FL 14996.8 Item 2 AC86 DH 37 X 55 +42.6 -57.0 FL 14996.8 Item 14 AC 86 DH 32.75 X 74 +42.6/ -46.2 FL 14996.8 Item 3 AC86 DH 24 X 39 +42.6/ -46.2 FL 14996.8 Item 15 AC 86 DH 32.75 X 74 +42.6/ -46.2 FL 14996.8 Item 4 AC86 DH 51.75 X 39 +42.6/ -46.2 FL 14996.8 Item 16 AC 86 DH 32.75 X 45 +42.6/ -46.2 FL 14996.8 Item 5 AC86 DH 35.75 X 62 +42.6/ -46.2 FL 14996.8 Item 17 AC 86 DH 32.75 X 45 +42.6/ -46.2 FL 14996.8 Item 6 AC86 DH 35.75 X 62 +42.6/ -46.2 FL 14996.8 Item 18 AC 86 DH 37 X 43 +42.6/ -57.0 FL 14996.8 Item 7 AC86 DH 36 X 62 +41.4/ -54.7 FL 14996.8 Item 19 AC 86 DH 24 X 38 +42.6/ -46.2 FL 14996.8 Item 8 AC86 DH 36 X 62 +42.6/ -46.2 FL 14996.8 Item 20 AC 86 DH 37 X 43 +42.6/ -46.2 FL 14996.8 Item 9 AC86 DH 36 X 62 +42.6/ -46.2 FL 14996.8 Item 21 AC 86 DH 32.75 X 64 +42.6/ -46.2 FL 14996.8 item 10 AC86 DH 35.75 X 62 +42.6/ -46.2 FL 14996.8 Item 22 AC 86 DH 32.75 X 64 +42.6/ -46.2 FL 14996.8 20 0 m n V;;' e0 F. BLDG DEPT N 0 z z 0 0 m -o H APPRO\'E❑ l :NIP(1PNCE ft -I ALL FEDERAL { RULES AND REGULATIONS co DATE I 24 25 26 27 28 29 \/ Bedroom Mullion Loft Mullion Loft Loft Bedroom 2nd Floor Bath room Bedroom Bedroom Mean R oof Height 20' Building Width 38' Roof Slope 3/12 Building Length 64' 23 Item 23 AC 86 DH 37 X 55 +42.6/ -46.2 FL 14996.8 Item 24 AC 86 DH 37 X 24.5 +42.6/ -46.2 FL 14996.8 Item 25 AC 86 DH 38 X 24.5 +42.6/ -57.0 FL 14996.8 Item 26 AC 86 DH 28 X 24.5 +42.6/ -57.0 FL 14996.8 Item 27 AC 86 DH 32.75 X 67.5 +41.4/ -45.0 FL 14996.8 Item 28 AC86 PW 32.75 X 67.5 +41.4/ -45.0 FL 14996.8 Item 29 AC 86 DH 32.75 X 67.5 +41.4/ -45.0 FL 14996.8 Item 30 AC 86 DH 37 X 55 +42.6/ -46.2 FL 14996.8 Item 31 AC 86 DH 33.5 X 44 +42.6/ -46.2 FL 14996.8 Item 32 AC 86 DH 37 X 55 +42.6/ -46.2 FL 14996.8 Mullion Bar 1 x 4 x.275 x 68 FL 6067 30 31 32 Ship -to- Location deerfieid 60 Order Date age _1_ of _ 1 THDAHS WINDOW ORDER FORM PSG Fax: 770 - 779 -1315 AMERICAN CRAFTSMAN Prepared By Greg La Stella Customer Name DELLA FERA Job # 6604068 4* 2 Location (Room / Floor) S c "Code" Code "Code" Code C () MEAS. Grids Pattern' Window & Glass Options Hinge Locations 2 Rough Open. g o V Location ;o o = Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X Tip-to -Tip Width Height 1 0 FFI Ct.. 1 DH AC86 WH 37 55 F W A 3 1 INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) PLEASE SEND 4 MULLIONS W/ CLIPS 1X4X1/8X68 (2728) REMOVE ALL WOOD AND POUR SILL AND NEW RETURN WOOD AND CASING 2 OFFICE 1 DH AC86 WH 37 55 F W A 3 1 No CRF Required 3 1B 411r 1 DH AC86 WH 24 39 F W A 1 1 OBSCURE 4 Ke'r P 1 DH AC86 WH 51 3/4 39 F W A 3 1 5 D e' 1 DH AC86 WH 35 3/4 62 F W A 3 1 MULL TO UNIT #6 6 DEN 1 DH AC86 WH 35 3/4 62 F W A 3 1 MULL TO UNIT #5 7 DEN 1 DH AC86 WH 36 62 F W A 3 1 MULL TO UNIT #8 8 9.../.m 1 DH AC86 WH 36 62 F W A 3 1 MULL TO UNIT #7 & #9 9 DiJ -' 1 DH AC86 WH 36 62 F W A 3 1 MULL TO UNIT #8 10 7243 1 DH AC86 WH 35 3/4 62 F W A 3 1 MULL TO UNIT #11 ITEM # Above I Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 30° OR 45° Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing CLAM or COL / Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) PLEASE SEND 4 MULLIONS W/ CLIPS 1X4X1/8X68 (2728) REMOVE ALL WOOD AND POUR SILL AND NEW RETURN WOOD AND CASING No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF No CRF Required 5 -22 -03 IHB- PP -W -VW Customer Initials: Ship -to- Location DEERFIELD 60 Order Date THDAHS WINDOW ORDER FORM PSG Fax: 770 - 779 -1315 Prepared By Customer Name 1 Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above Page _2_ of _2_ Color of Window / Door Wraps AMERICAN CRAFTSMAN Job # Bay Flankers DH or Csmt. Wall Thickness (inches) 2 LU Location (Room / Floor) # of Units Style "Code" Series "Code" L o �j MEAS. Grids Pattern Window & Glass Options H Rough Open. a) o 8 Location Vertical Horizontal ( F Viev x Tip -to -Tip Width Height 11 DEN 1 DH AC86 WH 35 3/4 62 F W A 3 1 MULL TO UNIT #10 12 LIVING 1 DH AC86 WH 37 68 F W A 3 2 13 LIVING 1 DH AC86 WH 32 3/4 71 F W A 3 2 MULL TO UNIT #14 14 LIVING 1 DH AC86 WH 32 3/4 .7 t`% F W A 3 2 MULL TO UNIT #13 & #15 15 LIVING 1 DH AC86 WH 32 3/4 ` Y F W A 3 2 MULL TO UNIT #14 16 LIVING 1 DH AC86 WH 32 3/4 45 F W A 2 1 MULL TO UNIT #17 17 LIVING 1 DH AC86 WH 32 3/4 45 F W A 2 1 MULL TO UNIT #16 18 GARAGE 1 DH AC86 WH 37 43 F W A 3 1 19 BATH 1 DH AC86 WH 24 38 F W A 1 1 OBSCURE 20 GUEST _ DH _ AC86 _ WH 37 43 F W _ A 3 1 1 Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 30° OR 45° Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color CL MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet PLEASE SEND 2 MULLIONS W /CLIPS 1X4X1/8X82 Ship -to- Location DEERFIELD 60 Order Date THDAHS WINDOW ORDER FORM PSG Fax: 770 -779 -1315 Prepared By Customer Name 1 Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above I Page _2_ of _2_ Color of Window / Door Wraps AMERICAN CRAFTSMAN Job # Wall Thickness (inches) Seatboard Material Oak, Birch, White ITEM # I Location (Room / Floor) # of Units Style "Code" Series "Code" C U MEAS. Grids Pattern' Window & Glass Options H Rough Open. w o 8 Location Vertical Horizontal i F Viev X Tip -to -Tip Width Height 21 BED 1 DH AC86 WH 32 3/4 64 F W A 2 1 MULL TO UNIT #22 22 BED 1 DH AC86 WH 32 3/4 64 F W A 2 1 MULL TO UNIT #21 23 BED 1 DH AC86 WH 37 55 F W A 3 1 24 LOFT 1 DH AC86 WH 37 2.9.-57 F W A 3 0 25 LOFT 1 DH AC86 WH 28 714- 5 F W A 3 0 MULL TO UNIT #26 26 LOFT 1 DH AC86 WH 28 24,5— F W A 3 0 MULL TO UNIT #25 27 BED 1 DH AC86 WH 32 3/4 67 1/2 F W A 3 1 MULL TO UNIT #28 28 BED 1 P.W. AC86 WH 32 3/4 67 1/2 JAULL TO UNIT #27 & #Z 29 BED 1 DH AC86 WH 32 3/4 67 1/2 F W A 3 1 MULL TO UNIT #28 30 BED 1 DH AC86 WH 37 55 F W A 3 1 1 Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above I Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 30° OR 45° Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color CL MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet PLEASE SEND 3 MULLIONS W /CLIPS 1X4X1/8X70 Ship -to- Location DEERFIELD 60 Order Date THDAHS WINDOW ORDER FORM PSG Fax: 770 - 779 -1315 Prepared By Customer Name Options Viev 31 BATH 1 DH AC86 W 331/2 44 F W A 2 1 OBSCURE 32 BED 1 DH AC86 W 37 55 F W A 3 1 33 34 35 36 37 38 39 40 Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above Page _2_ of 2 A AMERICAN CRAFTSMAN J Job # ai L Location S # of Units Style S Series c c X MEAS. G Grids P Pattern H Window H Rough Open. L Q o o Location Vertical rti W F X T Tip -to -Tip Width H Q Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operatinc ITEM # Above Florida Building Code Online onca D par`mc Busines� Pr©fessi na Regulation BCIS Home Log In E User Registration Product Approval USER: Public User Page 1 of 3 Hot Topics ;, Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FBC Staff ; BCIS Site Map Links l Search Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. IT Validation Checklist - Hardcopy Received FL14996 RO COI Certificate Of Independence,pdf Standard AA M A/ W D M A /CSA 101 / I. S. 2/A440 AAMA /W DMA /CSA101 /I.S.2 /A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 Year 2008 2005 2002 2002 1994 http: // www.floridabuilding.org /pr /prapp dtl.aspx ?param= wGEVXQwtDquZRj59 %2fDrx2... 6/5/2012 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/18/2011 12/22/2011 12/28/2011 01/31/2012 Page 2 of 3 'Summary of Products FL # Model, Number or Name Description 14996.1 a. Series 8500/9500 Model 8520/9520 Extruded Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No I , Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.1.pdf Created by Independent Third Party: Yes 14996.2 b. Series 8500/9500 Model 18501/9500 Extruded Vinyl Reinforced Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No I! Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.2.pdf Created by Independent Third Party: Yes 14996.3 Ic. Series 8500/9500 Model 8501/9500 Extruded Vinyl Reinforced Tilt Double Hung Window with Nailing Fin `'Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.3.pdf Created by Independent Third Party: Yes 14996.4 Id. Series 1200 Model 1200 Extruded Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ?'i Impact Resistant: No Design Pressure: N/A Other: See INST 14996.4 for Design Pressure Ratings, I any additional use limitations, installation instructions and product particulars. tInstallation Instructions FL14996 RO II INST 14996.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.4.pdf Created by Independent Third Party: Yes 14996.5 e. Series 3000/3900 Model Extruded Vinyl Double Hung Window with Nailing Fin 13001/3901 iFLimits of Use I', Approved for use in HVHZ: No `!, Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.5.odf Created by Independent Third Party: Yes 14996.6 F. Series 3000/3900 Model Extruded Vinyl Twin Double Hung Window with Nailing 3002/3902 ,Fin (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL14996 RO II INST 14996.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes http:// www. floridabuilding .org /pr /prapp_dtl.aspx ?param= wGEVXQwtDquZRj 59 %2fDrx2... 6/5/2012 CredstArFE' Florida Building Code Online Page 3 of 3 I E! Design Pressure: N/A Other: See INST 14996.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Evaluation Reports FL14996 RO AE EVAL 14996.6.pdf Created by Independent Third Party: Yes 14996.7 . Series 3000/3900 Model Lg003/3903 Extruded Vinyl Triple Double Hung Window with Nailing Fin (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in Approved for use outside Impact Resistant: No Design Pressure: N/A Other: See INST 14996.7 any additional use limitations, HVHZ: No HVHZ: Yes for Design Pressure Ratings, installation instructions Installation Instructions FL14996 RO II INST 14996.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.7.pdf Created by Independent Third Party: Yes 4 •. •rticulars. 14996.8 h. " WeatherStopper'""' Series 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window Limits of Ilse Installation Instructions FL14996 RO II INST 14996.8.pdf -or roved for use in HVHZ: Yes "l- -all i I I • •utsude Im • act Resistant: Yes VHZ: Yes A for Design Pressure Ratings, installation instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.8.odf 1 esigirPr€ssure: N Other: See INST 14996.8 any additional use limitations, and product particulars Created by Independent Third Party: Yes 14996.9 "WeatherStopper """ Series 11. 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14996.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions FL14996 RO II INST 14996.9.odf Verified By: Lyndn F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.9.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EE0 employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster @dber.state.fl.us. Product Approval Accepts: http: / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDquZRj59 %2fDrx2... 6/5/2012 an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ I:. s2 " WEATHER STOPPER"" SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HUNG WINDOW "IMPACr GENERAL NOTES 1. Tills product ho s been evaluated and 4 in compliance with itte 2610 florid° Building Code IFBC1 structural requirements inducing the Velocity Hurricane Zone (IWHZ;. 2. Product anchors Mel be as fisted and spaced os shown on detak. Anchor embedment to base material shall be beyond wai dressing Of StUOCO. 3. When used in the 4HvItr the product compries with section 1626 of the Florida Building Cocle and does not restate an iripact resistant covering, 4. When used in cress outside of itie Itvforequittes wind home debris protection Ns product convies with Section 1609.12 of the EBC and does not require an inpact resistord covering. This product meets rritssfle level V' and includes Wind Zone 4 os defined in ASTM E1926. 5. For 2s stud fron*ig construction, anchoring of these units Mai be the same as that shown tor 2x buck masonry coristruction. 6. Site conditions that devote from the detests of this drawing requite further engineering orsstlysis by a kensed engineer or regts' terKi orchitect TAKE COMM MOT # DESCEINTON firricai elevations, design pr al n Verii0A & CrO RO§ . Verka coo seams 4 Be & frarn 5 Components 6 t of rnaterids, component and glazing details .:' ssir 7 r -46.47 X we 40.0 . stir x tzsr 22.17" X 26.46" +65.0 4S.0 35. X 64-SCP stir x ?sir 54.2r X 73.37" 47,30" 32.3r 02 : . ' storx . stir x " *65.0 45.0 Dat 12/013/1 1 SoUt Mts. Shown IX sub—buck 1E. 12/06 11 EY: VERTICAL. CROSS SECTPON Masonry sin VERTICAL CROSS SEC Masonry sill 011011MG n.-14996.8 e CONCRETE ANC NOTES: t, Substitution of equal concrete screws from a di t moy h ave rstfterertt edge distance and center diztr ace regc rt n 2 Concrete screw locations at the comers may be edge distance to mo bcations noted as " MAX. ON CENTER" must be rxipsted to t t "the m edge distance to MOrtar screws may be required to ensure the ma drnum on center dkneraslon a nrat exceeded: a Concrete anchor table: tCAttt Att{t# i/" 7 °1l" C) UPPER LOWER LIFTING RAIL NIL OF MATERIALS NA* Der,cearnoti WAWA A IX BUCK SG 0.55 WOOD B 2X BUCK SG >.= 0.55 WOOD C #10 X 1-1 PFH WOOD SCREW ava D 1f4 x 2-3/4* ELCO OR TIN CONCRETE SCREW SIEEI. MASONRY - 3,192 PSI MIN. CONCRETE COFFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1141' X 3-1/4 ELCO OR OW PFH CONCRETE SCREW STEEL G I/4' MAX SHIM SPACE WOOD 11 I/4" 2-1/4 aco OR NW PFH CONCRETE SCREW STEEL 1 EXTRUDED PVC MAIN FRAME HEAD /JAMS 052-8601 * PVC 2 EXTRUDED PVC MAN FRAME SILL 452-860I PVC WEEP HOLE COVER (MI #200-492-021 POLYMER 4 EXTRUDED PVC OLAZIMG BEAD #52-2217 * PVC 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52-6507* PVC 7 EXTRUDED PVC UPPER SASH STILES 452-8504' PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL 052-8508 PVC 9 EXTRUDED PVC UPPER LOWER LFTING RAIL #52-6506 * PVC 10 EXTRUDED PVC LOWER SASH SULES 02-8505 * PVC 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC 12 HEAVY DUTY TM. LATCH KEEPER #12-9613 STEEL 13 #8 X 3,14'PFH SCREW ZRIC PLATED STEEL 14 08•32 X yr P114 MS STEEL 16 WEATHER STRIP PILE IN/FIN 270 X .270, W21275NW BY ULTRAFAB 17 WEATHER STRIP PILE W/FIN 270 X .190, W2119544W BY WRAPS 18 WEATHER STRIP 42-1014 U-333aoco BY SCIIEGLE 19 UPPER SASH LATCH PVC GLAZING COMPOUND PURFECT GLAZE 34-937 NATIONAL STARCH & ADHESIVE SILICONE 21 TOP SASH POLYMER TV LATCH PLASTIC TOP SASH PIVOT STEEL 23 BOTTOM SASH HEAVY DUTY TOL LATCH 412-951I L-R MASTIC 24 BOTTOM SASH. HEAVY DUTY PIVOT #12-9514R-L STEEL #8 X 1" PFH SCREW STEEL #6 X 1" PFH SCREW ZINC PLATED STEEL 31 SASH LOCK ASV (DIE CAST ZINC ALUMINUM). 32 SASH LOCK KEEPER (7 C DIE CASH • 33 REINFORCE BAR #51-8567 STEEL 34 KEEPER RAIL & STILE RENFORCEMENT #50-8566 ALUMINUM 35 LIFT RAIL RE NFORCEMEM #5041568 ALUMINUM LOCK RAE. REINFORCEMENT #50-8567 ALUMINUM 37 HEAD ADAPTER #50563 ALUMNUM SILL ADAPTER #50-8564 ALUMINUM X I" PHI SCREW ZINC PLATED, 43 GLAZ3 NG 3PACFR ST * THE APPROVER WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN °AMA CERTIFICATION PROGRAMS FOR RIM) PVC EXTRUSIONS", ()MAIN FRAME HEAD 114 JAMB O&M HEALED ANNEAtED GLASS ..090*FVFL BY DUPONT tfr ANNEALED GLASS AIR SPACE H H-574" eWEATHERSTRIP . Florida Building Code Online Page 1 of 4 BCIS Home Log In User Registration € Hot Topics Submit Surcharge Stats & Facts ! Publications FBC Staff BC IS Site Map `. Links Search 8usine 5ii Professi na Product Approval USER: Public User Product Approval Menu > Product or Applicaton Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL14918 -R1 Revision 2010 Approved Silverline Building Products Corp. Address /Phone /Email One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsu ltants.com Authorized Signature Vivian Wright rickw @rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1 Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 CraigCalderone@silverlinewindow.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R1 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year AAMA /WDMA /CSA101 /I.S.2 /A440 2005 AAMA /W DMA /CSA 101 / I . S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 http: / /www.floridabuilding.org /pr /pr_ app _dtLaspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code ASTM E1300 2004 ASTM E1886 2005 ASTM [1886 2002 ASTM E1996 2002 ASTM [1996 2005 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL14918 R1 Equiv of Standards.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/16/2012 04/28/2012 05/07/2012 06/11/2012 (Summary of Products Go to Page Page 2 / 2 0 0 FL # Model, Number or Name Description 14918.21 u. Series 7500 - Model 7507 Extruded PVC Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.21 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 11 INST 14918.21.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.21.pdf Created by Independent Third Party: Yes 14918.22 v. "WeatherStopper'T^" Series 7500 - Model 7507 Extruded PVC "Impact" Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.22 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.22.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.22.pdf Created by Independent Third Party: Yes 14918.23 w. Series 2000 / Model 2051 Extruded PVC Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.23 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.23.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.23.pdf Created by Independent Third Party: Yes 14918.24 Ix. Series 2100 / Model 2130 (Extruded PVC Picture Window with Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.24 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.24.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.24.pdf Created by Independent Third Party: Yes 14918.25 y. Series 2300 / Model 2351 Extruded PVC Picture Window with Nailing Fin II http: / /www. floridabuilding.org /pr /pr_app_dtl. aspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 Florida Building Code Online Page 4 of 4 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida is an AA /EEO employer. Convrioht 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mad address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: 11 http : / /www.floridabuilding.org/ pr/ pr_ app dtl.aspx ?param =wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 Other: See INST 14918.32 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL14918 R1 AE EVAL 14918.32 pdf Created by Independent Third Party: Yes 14918.33 zg. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.33 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.33.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE Eval 14918.33.pdf Created by Independent Third Party: Yes 14918.34 zh. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.34 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.34.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.34.pdf Created by Independent Third Party: Yes 14918.35 zi. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.35 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 11 INST 14918.35.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE Eval 14918.35.pdf Created by Independent Third Party: Yes 14918.36 I zj. "WeatherStoppert"^" Series 7500 - Model 7507 Extruded PVC "Impact" Picture Window Limi c of Use Installation Instructions FL14918 R1 I I INST 14918.36.pdf A.. roved for use in HVHZ: Yes impact Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.36.pdf Resistant: Yes Design Pressure: N/A Other: See INST 14918.36 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Go to Page CD Page 2 /242 4 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 - 487 -1824 The State of Florida is an AA /EEO employer. Convrioht 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mad address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: 11 http : / /www.floridabuilding.org/ pr/ pr_ app dtl.aspx ?param =wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 . Florida Building Code Online Page 1 of 4 BCIS Home Log In User Registration 1 Hot Topics !. Submit Surcharge Stats & Facts ! Publications FBC Staff BCIS Site Map Links Search Busin s Professional Product Approval USER Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL14918 -R1 Revision 2010 Approved Silverline Building Products Corp. Address /Phone /Email One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Authorized Signature Vivian Wright rickw @rwbldgconsu ltants.com Technical Representative Craig Calderone Address /Phone /Email 1 Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R1 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year AAMA /W DMA /CSA101 / I . S. 2/A440 2005 AAMA/W DMA /CSA101 /1. S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM El 300 2004 http : / /www.floridabuilding.org /pr /pr_ app dtl.aspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2005 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL14918 R1 Equiv of Standards.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/16/2012 04/28/2012 05/07/2012 06/11/2012 Summary of Products Go to Page 40 0 Page 2/2 Cit 0 FL # Model, Number or Name Description 14918.21 u. Series 7500 - Model 7507 Extruded PVC Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.21 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 II INST 14918.21 .pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.21 .pdf Created by Independent Third Party: Yes 14918.22 v. "WeatherStopperT""" Series 7500 - Model 7507 Extruded PVC "Impact" Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.22 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 H INST 14918.22.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.22.pdf Created by Independent Third Party: Yes 14918.23 pw. Series 2000 / Model 2051 Extruded PVC Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.23 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 I I INST 14918.23.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.23.pdf Created by Independent Third Party: Yes 14918.24 x. Series 2100 / Model 2130 (Extruded PVC Picture Window with Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.24 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 II INST 14918.24.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.24.pdf Created by Independent Third Party: Yes 14918.25 y. Series 2300 / Model 2351 Extruded PVC Picture Window with Nailing Fin http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDquZRj 59 %2fDrx... 6/13/2012 Florida Building Code Online Page 4 of 4 I I I I Other: See INST 14918.32 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL14918 R1 AE EVAL 14918.32.pdf Created by Independent Third Party: Yes 14918.33 zg. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.33 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 11 INST 14918.33.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE Eval 14918.33.pdf Created by Independent Third Party: Yes 14918.34 zh. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.34 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14918 R1 11 INST 14918.34.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.34.pdf Created by Independent Third Party: Yes 14918.35 zi. 70 Series Extruded PVC (Architectural Profile) "Impact" Picture Window with Nailing Fin Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.35 for Design Pressure Ratings, any additional use limitations, installation instructions and rp oduct particulars. Installation Instructions FL14918 R1 11 INST 14918.35.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE Eval 14918.35.pdf Created by Independent Third Party: Yes 14918.36 zj. "WeatherStopper'TM" Series 7500 - Model 7507 Extruded PVC "Impact" Picture Window i Limits of lice Installation Instructions FL14918 R1 11 INST 14918.36.pdf A.. roved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R1 AE EVAL 14918.36.pdf Impact Resistant: Yes I Design Pressure: N/A Other: See INST 14918.36 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes Go to Page CO Page 2 / 2 4 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone. 850- 487 -1824 The State of Florida is an AA /EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster @dbpr.state.fl.us. Product Approval Accepts: ICJ http: / /www. floridabuilding. org /pr /pr_app_dtl. aspx ?param= wGEVXQwtDquZRj 59 %2 fDrx... 6/13/2012 1 SILVERLINE DRIVE, NOl TI°I BRUNSWICK, NJ 08909 52.4_x'9" MAX OA, FRAME WIDTH --'--! WEATHER STOPPER T" rr SERIES 7500 ® MODEL 7507 EXTRUDED PVC PICTURE WINDOW "IMPACT' GENEPAL NOTES. 1. This product has been evaluated on is in compliance with the 2010 Horfda Building Code (FBA:) stnucturaalred Hurricane Zone" (0082.). Product anchor t to Lus scat tal si, €Il be beyond t;, =tall dt< ;aing ar stucco, aluding' the "High Velocity 3, When used 0 the. ".HVHZ" this brstduot c=,rnpt . •with Section 1.628 of the Florida Building Code and does not require on impact reslsiant covering. For 2X :stud franun't construction, anchoring of flies() units shall be the so e as that as that shcrtein tar 2X buck masonry construction. Site collditiOM that deviate from •the details of ra8 dr €awo4n Engineering a at sis bY ,a Licensed r- in .er or the Archit4 TABLE CO C0NTENt5 OVEF Ld FRAME Fad iFALMON 5 = "_X 73.03" 0x72 NiRR53t7t�L 1MLF FaEE ft 8 L1 +49.4 -49.4 0 50,0 NOTE: 1. Impact anchor strap attached To frame with item 6 located 2' train each corn plus 2 nexe equany spaced (4 total per side). 0 (GI ) 1t4:11TIOR ; \ k....e,J. 1 61 1.,",:qt.43.9R ‘ I ,,EE NOTE ) .,.i. _ ( 5 ) •,„, HORIZONTAt. CROSS. SECTION J 6666 E KrER SEE NOTE 1( ) D Vt. ftfICAL ( LOP! 1491r3.36 siert ;? //6 2 (Si SEE NOTE 1 EXTERIOR INTERIOR I" MN. FROM MAO:NW(' EDGE ( 1 I_VERTICAL CROSS SECTION 3 / sub-bock NOTE: 1. npct ac tap ailached to frame v4111110(11 6 locotecl T from each comer Ow 2 reiora. &• wally r:.roc•ad (4 told per $de). INTERI()E r MASON EDGE • CROSS SECIION (,'AL61SON6Y 661 EYCK AUCHOENG 13.5" MAX, 0.0, WINDOW FRAME 22 BUCK f IX BUCK D } to 25 oi CONCRETE ANCHOR NOTE1. Subs/tie/ice) of &quo! coixirek:? sc:rews it= a different supplier mcw 1 3:Jai:vent edoe distance and c distorice requiremeiTiH, 2. Concrete screw locations' el ihe O moy Le:P. cleivsted to noi 1 1 min s,toncre to moriar joints', If concie.te screw, loiscitions notoci as 'MAX, ON CENTER' most be '..:irijusfeid maintoin the minimum edge: Oistom"e to m ut 141 n 4 conc3ete scrisme moy be reqvie...)H 4 ensure the mceirnein on center diiree-Eiton H riot exceeded, 3. Concrete enchor toble: A 1N1M1M IINIM iAtelEARANCE.;: MIKirefLiM 4448:PAIEN4 :. 1/4' 1-11e 2-1/2I 1/4" 1-1/4* I1AMEANCHORVG 22 MASONRY 11LL 013 A ALS MI 0SCRW1I014 MERU?. A IX BUCK SG >z.-- 0.55 W000 2X I3IJCK SG >5- 0.55 WQc:1) 1/4 MAX. S1194 SPACE - 114'X 2-3/4" EL00 OR 11W CONCRETE SCREW STEEL MASON13( - 3,192 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM co CONCRETE 1310 10 X 1-3/4" PRI-1 SELF-DRILLING SMS STEEL , 1 /4 X 3-I013 1119 OR ELCO HI1 COICRETE SCREW STEEL /4" X -3/4" ITW OR ELCO NH CONCRETE SCREW STEEL 1 FRAME 1352-7561(0075 WALL TIE) ' VINYL 3 EN-RUDED GLAZING BEAD 052-2217 (0.062 WALL THIS.) ' WEFT. ALUM GLAXING SPACER 4 5 GLA7iNG COMPOUND TREMCO PROC3LAZE SILICONE ALUM IMPACT ANCHOR 1313 X 5/EC PPII SELF-DRUNG SMS STE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED EY EXTRUDERS LICENSEES IN "ALAPAA CERWICATION PROGRAMS FOP RIGID PVC EXTRUSIONS". 2; ) 3 ) 7/5" Mr. GLASS ft ( 4) 7/Ie + GLASS KEE - 1/5" ANNEALED GLASS AN SPACE — 116' ANNEALED GLASS DV' PVLI INTERLAYER BY SOLUIIA ANNEALED GIASS ,075' 3.25" (ThfRAME (--)IMPACT ANCHOR 3sEAP ) R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 14918.36 Date: April 12, 2012 Product Category Sub Category Manufacturer Product Name Window Fixed Silverline Windows & Doors 1 Silverline Dr North Brunswick, NJ 08902 Phone 732.435.1000 "Weather StopperT "" Series 7500 - Model 7507 Extruded PVC Picture Window "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Silverline Windows & Doors based on Rule Chapter No. 9N -3, Method 1 d of the State of Florida Product Approval, Department of Business & Professinal Regualtion. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of The Florida Building Code and does not require an impact resistant covering. 4. For 2X stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered 6. This product meets water infiltration requirements for "HVHZ" 7. See Drawing FL- 14918.36 for size limitations and design pressure ratings. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC -09- 492 - 22934.0 TAS 201 -94, TAS 202 -94 and TAS 203 -94 ETC Laboratories Joseph Dolden, P.E. 2. Miami -Dade NOA Materials 09- 0127.13 PVB Interlayer - Saflex by Solutia 07- 0918.10 Plastics (PVC - Extrusions) 3. Drawing No. Prepared by Signed & Sealed by No. FL- 14918.36 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Prepared and Signed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association, certifying that Silverline Windows & Doors is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/16/2012 PF 1629 Sheet 1 of 1 Florida Building Code Online Page 1 of 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staff BCIS Site Map Links Search Business Professions ulate€airly. Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Silverline Building Products Corp. Address /Phone /Email One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbIdgconsultants.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6067 R4 COI certificate Of Independence.pdf 1715.5.5 http://www.floridabuilding.org/pr/pr app_dth aspx ?param= wGEVXQwtDgs4Yr43 ec4OR5n... 6/5/2012 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code . Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/21/2011 02/02/2012 02/12/2012 04/03/2012 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM 61996 -02. See INST 6067.1 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 H INST 6067.1 .pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.1 .pdf Created by Independent Third Party: Yes 6067.2 b. Series 7537 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.2.pdf Created by Independent Third Party: Yes 6067.3 c. Series 2723 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 II INST 6067.3,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.3.pdf Created by Independent Third Party: Yes 6067.4 d. Series 2724 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Installation Instructions FL6067 R4 I I INST 6067.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.4.pdf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/prapp 6/5/2012 . Florida Building Code Online Page 3 of 4 http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 Zone 4" as defined in ASTM E1996 -02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1 .2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.5.pdf Created by Independent Third Party: Yes 6067.6 f. Series 2723 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building. Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.6.pdf Created by Independent Third Party: Yes 6067.7 g. Series 2724 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1 .2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.7.pdf Created by Independent Third Party: Yes 6067.8 h. Series 2728 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non- impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1 .2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.8 for any additional use limitations, design pressure ratings on instructions. Installation Instructions FL6067 R4 I I INST 6067.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.8.pdf Created by Independent Third Party: Yes 6067.9 i. Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of ii. Installation Instructions FL6067 R4 I I INST 6067.9.pdf Approved for use in HVHZ: Yes Approvecitor LEM outside VHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Impact Resistant: Yes > http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 . Florida Building Code Online Page 4 of 4 Design Pressure: N/A Other: When used in the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1 .2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Evaluation Reports FL6067 R4 AE Eval 6067.9.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: B50- 487 -1824 The State of Florida is an AA /EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 MULLION SPAN MAX.. 74" GLAZING PRODUCT MULLION SPAN o20,x. = 74" 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM MULLION 2723, 2724 & 2728 'IMPACT' (--- 2723 GENE-MAI. NOTES: 1. in8 product hos been evaluated and is in compliance with the 2010 flefirla Building Code (FBC) stmotural requirements. including the "High Vat:city Hr./Moans, 7.one", 2. When used in the 'TE/E)r, I26 product con-pies with Section 1009,12 of the FOC oriel does riot require an impact resistrint covering. 3, When used In areas outside ihe "1-1W-ir requiring wind berme debris protOilliCAl, this pre (somplies wilh Section 1609.1,2 of the FBC and does not requite an impool resistant covering. This product meets rasile. level "0" and include,s wind Zone 403 defined in ASTM E 1996. 4. Wood Wales by others, must be anchored properly to transfer loads to the structure ond be reviewed by the building Officio!. thubion anchor embedment to base niraledd shall 03 Iteyond wall dressing of stucco. 6. Separate product c45provots for each glazing product used with these mullions must be submitted (ion!) wilh this mullion product approval. Anchoring of each glazing product to the =Eon shall be as shown in alit Inc) ucl uterzlng piodual appretral, 8. Arty conditions not covered 8) 122 evaluation on sub:loot lo separate Eryjneering evaluation. 9. Mullkm design Efessure rating, stve appropriate load rating table shevno;' listed In table 01 6021228 10. The design pressege rating of the assembly Mai be 414.4 lesser of the load ccroacily of the mullion os determined 2093 )18 approval or the design press4re rating of the Individual gto.dng producls ()sea 11, Bounding box (timer: 'AMIE for geometric transom :hopes 1200 22 equal 10 02 less limn the rectanguksir '14,3s1:4311 dimensions shown herein, 12. Materials, Including but not Ernited lo steel screws, that came into contact with ether dissimilar materials Mall meet the require:nerds of Sectiort 2(333.8 at 124 000, 2724 )3400E Of CON 0 363 :14 0 1 01,42180 PRODUCT GLAZING pRoDucT 93LA2100; PRODUCT HORiz:DNTAL m211108 COrINGIJRATIORI MAO. comaiNpo DimENsirm 13 104" ----- 81 W2 C41..A2ING PRODUCT GLAZING PRODUCT Off Citi1f614 z 0 zA 21.66710)0 PRODUCT GLAZING EPODOCI VERTICAL MULUCtin CONEIGURATIO lypiCal elevation & gesadni 8. 6 2724 202 2220 table ......„_..... .............o r dex rl e eve anchors 2724 nwlfiw-,/oad fable for CC411C"re;e mArrn (Inchon 7 2724 mullion enchor details & sei-tten :tele& 724 ri:4119081 load table ter wood (mew anchors 13 2728 mutien load tabie screw a tor concre te nchor ...._ ...... . 3 rtruffie:ctfIr&ror deb.& & 5...ctiori details 9 2728 mullion load 1008 t02 '444)6(i RIew anchors ... 2724 mullion tread table for concrote scrow anchors 10 2728 entiMortanchor details & section detdis HORIZONTAL MULLION MAX. COMEPIED 01812112106 6 104' ■-• W I 222 02662)80 PRODUCT 21 0 22 01K1:180 PRODUCT VE:91CSAL teld11.1093 1 t21:111(3..113Al1013 TYPICAL MULLION CONFIGURATIONS Al'47: 0 2121 02 2%42 ast 88 kW. 0', 93,-- 8067,0 seen /13/ 2 2 MULLION SPAN MAX. _ 74° (41421NG ?ROEUC7 GLAZING PRODUCT GLAZING PRODUCT GAZING 1 PRODUCT GLAZING PRODUCT 11 JLLIUN SPAN MAX. = 74" GLAZING PRODUCT TABLE: 1, 9ETERM(.NE THE GLSI>N WAD REQUIREMENT PER .A._GE 7 F08 THE PAR7)001AR OPENING, 2'. FOR THE PARTICULAR ()PETTING-, DETERMINE THE TRIBUTARY V149744 AND MULLION SPAN, 1101E7ENCE THE SKETCHES ON THIS SHEET" FC'R MULLION .SPAN AND TRIKV,(TAR? WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST RDW O(" THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE PUW CONTAINING THE MULLON SPAN AND THE `74)401M74 C ;04-74IFIIN3 THE TRIBUTARY W7P'H, READ THE MULLION 1.0.4O RATING 9477911 IN P5F. THE MULLION LOAD RATING MUST OE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED 774 STEP 7 760543, GL131740 PRODUCT GLAZING 14ROT7O T t, 77717 `TECTION 04311 (S 57- 101174 0THER FRAME .` 60770115 OF FL Fff OOILVL'I'LINE i /744 88 Oi; EU 7i FOR ANCHOHRFN1, GLAZING PR0©740 5 7Q THE AR SIZE AND SPA ,^1NG SHALL SE AS SPEO1 EL 11& 0715 OF THE FOLLOWING: UL7ON, ANCHOR 1, SUBSTITUTE T1 72)41 1 7 1 '4 " - -14 SELF -'4) rr LIIJ& 5i T0? t1'? 1'OR THE FASTENERS S701111 IN THE INDIVIDUAL 0=1AZ1N(: Pl10'I't1 ; ; "i" APPROVAL, 2.: SUBSTITUTE #5--18 PAHNEAD SELF- RILI..ING SCREWS SHOWN (N THE INrl0,')L(A(.. GLAZING 1 -194ii4"1 ARPI'C4:AL.. THE 4Ax74411M rA. TeNER SPAC 1NG .AL 1)1:'50 5, t FROM i l tAC H ENO AT i 5" 0.0. MAY SPACING, USTRATWE FURPOSE,;, P�QL5_ A i9(NiMUM OF 3 !H76705 OF THE 3 Lt DeiL,.454' APFR;11`ED WINDOWS SCREWS MUST r"O "YUL }E THRO JSH THE WALL OE THE MU1.L10N. FASHION, FL-- 010?7.9 SiLVERL.INE 2723 34 STRUCTRUAL 38` BEAM UL. TRK3UTARi` SNdt>iFF ON LAD "A . {PS, ,e...... e.d..._.._._.,.,,......_...._. 4&" 54 "a2„ .4. 4.51111. 28" 11,1 30" �. ...._ ................._._._._.. 32" __ 3S "` 40" 42" 1 44 ...�.._.� . 11.+'15 ". 64.7 _ 504 66.6 53.3 50.5 41.7 45.3 43.1 1 41.1 39.4 60.4 66 -r 60." 57.1 5411 1111 48. ti ,€kS.';„ j 44.1 42 40.4 38.8 73.4 6815 54.2 604 f'7,4 04.1 &1.4 4 1 4 44.7 44' 6 41.9 >9.5 7,8 72. 68.0 64.9 50'4 57.3 54,4 S'(.'? 49.5 47.3 45 3 4 S 11.9 87.11'._ r .�' 61.9 '2:2 7U S 08.x0 :' ' r-- >;4.e: 115.1 9t1,6 57. "0 I 52.;s 50.2 53.4 48.4 x1,2 46.2' 4.9.1 44±4 .......... 47.3 1:4.7 61.4 58 5 55.5 .tMtALOO N SPAN t tilt t tk Ajj47 d ;n) 1 3.6 87.4 932 '1 rs 100 1fJ(I.t? _._ 1000 61.8 474 2 .0 FJ.1 88 5 72.8 %". r X8.9 ?. G 78.& 65.5 ez9.q 74 5 434 nd~ 8 ' 50 5 F, 56.9 54.3 52.4. 59.4 999 1it.r 0 1ta3.,1 _1E1u.0 60 76 1 b 4 33 d ar oat 99 9 3(O.ft 10€3.0 7 6 0 94.3 9711 � 100.0 100 r) 0a 1 D.CS 7{,:315 ,52.'47.4 US.�, ��. <tJ,9 100.0 100.0 84.1 ) .... ti6,3 4�� C...f r8." "i 7{st`s.3 74.6 11101.0 00.0 . 4 2 1111_. 100.0 _ 1'"%x.1 �9 *; 82,ti r0.2 .3 74 A1(.l'( 14U �) 1 t7 €] #) 3:a..', 8'I •1 r'.ti 1tk'l.0 100 0 10011 1fk7.0 103a 1(0.( 100.73 _'1(011 100,0 100.0 100.9 .. 1000 1(N) i) 7(30.03 °%w 174 0 64. ( 88 8 400 9 100.0 19f 0 ... 1710 0 100.0 190 f 0. ... 100 „ 100.0 ._ 1fi0 0 10a0 100 0 100.0 100.0 t04�a0 .0 tilt 0 3� 9 97' 1(0 9 tLU v f 1(10.0 E 00,0 100.0 er 10'.1.1.9 f" 93.3 �s „1111 9M1 101).0 900.0 - \ 1 100.0 ?£10.0 100.0+ 'l0i ?.0 100.0 Yt1t7:ED 100.0 7110,0 100.r0 160ti0 100', 100.0: 100.0'( 10,3.0 04.x. �..... 'dt3Czi7 l4a0.G IfnJ G3 1170'.0 1770.0 � 100.0 s 11.77(1 0(3.0 11')0 k� lUa ii ti00.9 10:1.0 1(U( 100.0 107? 0 'tf%'.0 1 0 :9.13 100 0 1s;<C >.>J 107!.6 1 C�sJ 13 100,0 at.f3,:4 ' ......... . 1111 _..__._,,,,,,,,,,,, 100,1, ,1111. .... "00x3 100.0 1009 '700.0 100.0 100.0 ........_ 10012 _ 1((_0 100.0 100.0 '711(.0 101.11 77411,, 1000 j 10003 1001 17. '.O 1CkJ9 11.0,' 100,0 150110 '(0').0 I. ?00 -0 :000.0 104.0 (0 '1011,0 100 11)')0 1£141, iL0€.8 1077.73 t'O. ;J 1010.0 0 '0.4.0 '10'311. (i '1000 17013.7 JLLIUN SPAN MAX. = 74" GLAZING PRODUCT TABLE: 1, 9ETERM(.NE THE GLSI>N WAD REQUIREMENT PER .A._GE 7 F08 THE PAR7)001AR OPENING, 2'. FOR THE PARTICULAR ()PETTING-, DETERMINE THE TRIBUTARY V149744 AND MULLION SPAN, 1101E7ENCE THE SKETCHES ON THIS SHEET" FC'R MULLION .SPAN AND TRIKV,(TAR? WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST RDW O(" THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE PUW CONTAINING THE MULLON SPAN AND THE `74)401M74 C ;04-74IFIIN3 THE TRIBUTARY W7P'H, READ THE MULLION 1.0.4O RATING 9477911 IN P5F. THE MULLION LOAD RATING MUST OE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED 774 STEP 7 760543, GL131740 PRODUCT GLAZING 14ROT7O T t, 77717 `TECTION 04311 (S 57- 101174 0THER FRAME .` 60770115 OF FL Fff OOILVL'I'LINE i /744 88 Oi; EU 7i FOR ANCHOHRFN1, GLAZING PR0©740 5 7Q THE AR SIZE AND SPA ,^1NG SHALL SE AS SPEO1 EL 11& 0715 OF THE FOLLOWING: UL7ON, ANCHOR 1, SUBSTITUTE T1 72)41 1 7 1 '4 " - -14 SELF -'4) rr LIIJ& 5i T0? t1'? 1'OR THE FASTENERS S701111 IN THE INDIVIDUAL 0=1AZ1N(: Pl10'I't1 ; ; "i" APPROVAL, 2.: SUBSTITUTE #5--18 PAHNEAD SELF- RILI..ING SCREWS SHOWN (N THE INrl0,')L(A(.. GLAZING 1 -194ii4"1 ARPI'C4:AL.. THE 4Ax74411M rA. TeNER SPAC 1NG .AL 1)1:'50 5, t FROM i l tAC H ENO AT i 5" 0.0. MAY SPACING, USTRATWE FURPOSE,;, P�QL5_ A i9(NiMUM OF 3 !H76705 OF THE 3 Lt DeiL,.454' APFR;11`ED WINDOWS SCREWS MUST r"O "YUL }E THRO JSH THE WALL OE THE MU1.L10N. FASHION, FL-- 010?7.9 MULLION SPAN MAX. = 74„ GLAZING PRODUCT GLAZING PRODUCT MULLiCN SPAN MAX. 74° GLAZING P1OD1/CT TRIBUTARY WIDTH SILVERLINE 2723 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) WARY W107 dHORS 2 2J3 30 3 3 3 34 6 6 3 3$ t t 4.i1 S S <" 4 44 "4 r £ 4 4 r £ 42.8 4 4 i . . _ 68" r r 11 '2t 4 723 b b33 G G4- x x0314 i i t t Sit 4 4 INSTF.UGTIQNS FOR OZE QE _DI r? TANS 1. DETERMINE THE DESIGN LVAD REQU63EMEJJT PER ASCE 7 FOR THE PARTICULAR CIPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRi6UT.ARY WIDTH AND MULLION SPAN, REFERENCE THE SKETCHES ON 7:63!5 SHEET 80R MULLION SPAN AND 'TRIBUTARY WIDTH DETER:11iNAT1030. .3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE Ir1INTON SPAN. IN THE FIRST ROW OF THE- TABLE, LOCATI.' THE TRIBUTARY MDT 1i. AT THE INTERSECTION OF THE ROW CONTAINING THE MULJ014 EPA0 ANU THE COLUMN CONTAINING THE 7RILISJTAFY W101IT, READ ii3E MULLION LOAD! RATING GIVEN IN PST. THE MULLION LU.40 RATING MUST BE EQUAL TO 00 GREATER THAJ'l 6i1 DESiGP1 LOAD REQUIREMENT DETERMINED 1N STEP 1 ABOVE. 0 01_4[1(11 PRODUCT '- FOR .1140HC3R11'16 GIAZIFJC; PRODUCTS TO THE SIZE AND SPA SHALL EE A5 JEERED 11 FOLLOWIN1;. L 13033573(1161? (1 00R 11 THE FASTENERS SHOWN .APPROVAL. 2. SUBSTITUTE ,,1 -15 0811116AD 5 iN THE INDIVIDUAL GLAZING PRO.. 545TENEIi SPACING AL LOWE°} 17 15" 0.6. MAX _SPACING.. C' O31LL 1110 5083EW8 FOR GLAZING PRODUCT N 1(YltiN 7HRl 1 1101 TNIS SECTION VIEW 15 SHOWN FOR ILLUSTRATIVE 000PGSE. ' IJ(UI.:, A MINIMUM OF 3 1- 41lEAUS OTHER FRAME SECT /005 OF FLORIDA APPROVED WINDOWS BY SILVERLINE CAN GE USED IN THIS F4SFtl0N, SCREWS HQ4Y74 THE 308.2131306)11 AT V SCREWS MOST PROTRODE 7;0R00G LHO14. .3376" -m- (6) #10 x 1_...1/2" WOOD SCREWS 2X MATER /AL -- SPRUCE -PINE -FIR SO =O.4.2 OR SETTER ?i +s laI C 2X; 571.10 OR T+. 2X ELM:, USING x`110 X 1 -1/2" WOOD SCREWS MULLION ANCHOR BRACKET 27? MAT'S 6063 -T6 FOR WCX)1) SCREW ANCHORING AND MULUCN TO MULLION ANCHORING 1 2'23 MIM LION MAT'S: 60163 -T6 MASONRY - 3,192 P5I MIN. CONCRETE CONFORMING TO A OR HOLLOW BLOCK CONFORMING iO AS7M (4) 1/4" l 1 CONCRET SEE NOT (4) CON SEE AN+ A{ R Ir7 A#ASON01 USING 1/4' A 1 -3,i 4" CONCRETE SCREWS. SEE NOTE 1 fl110_00 _iNRjL:1 tL 1X � K USING 1/`4" X 2 -1/4" f.E CONCRETE SCR6615 567 NOTE T 3,/4" 5145 N'f+LG.i 1 p �t N{ F�HLiA1<Lk.L3 MAT'S: 6063 -T6 FOR CONCRETE SCRE1W ANC'HORINO (5) 110 3/40, 'HEFT METAL seeSWS 1. CON1 :0756 SCREWS ARE 4/4" (TW SUILDE4 CONCRETE S( kE:WS o'EQUiP3NG A MINIMUM EMBEDMENT OF 1- 1p'v ", A MiNIM1)M EDGE UISIANGE OF 2-1/2' AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4" A51 rANCHORNO SHOWN 6)31.5/0/1 TO t'.UI ICN e yh 1 2'23 MIM LION MAT'S: 60163 -T6 MASONRY - 3,192 P5I MIN. CONCRETE CONFORMING TO A OR HOLLOW BLOCK CONFORMING iO AS7M (4) 1/4" l 1 CONCRET SEE NOT (4) CON SEE AN+ A{ R Ir7 A#ASON01 USING 1/4' A 1 -3,i 4" CONCRETE SCREWS. SEE NOTE 1 fl110_00 _iNRjL:1 tL 1X � K USING 1/`4" X 2 -1/4" f.E CONCRETE SCR6615 567 NOTE T 3,/4" 5145 N'f+LG.i 1 p �t N{ F�HLiA1<Lk.L3 MAT'S: 6063 -T6 FOR CONCRETE SCRE1W ANC'HORINO (5) 110 3/40, 'HEFT METAL seeSWS 1. CON1 :0756 SCREWS ARE 4/4" (TW SUILDE4 CONCRETE S( kE:WS o'EQUiP3NG A MINIMUM EMBEDMENT OF 1- 1p'v ", A MiNIM1)M EDGE UISIANGE OF 2-1/2' AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4" A51 rANCHORNO SHOWN 6)31.5/0/1 TO t'.UI ICN MVLLIC'N SP414 MAX. = 74° -- 14.2 i3LA53NG PRODUCT GLA'1NG PRODUCT CONCRETE SCREW ANCHORS 21 74" SILVERLINE 2;24 STRUCTRUAL ;BEAM MULLION 446 3f >.5 OA TABLE 4 4 (PS ?`} 4€3 °' 'oU" 0 20.0 .33.4 36.1 a " 1 .4 '3.3 �51.4 3(i 34 34` I Sb TRIBUTARY 3d WIDTH «1 1 42 311.,2 '6 ;' 1 41 5 r4, L. -.-.. 44.% 4L., 41.1 32.1 0.5.5 34,0 70" 8f" tDA" 2.4 ...._.- £ 1.1 75.7 58.3 ..__�._ aU d _..h xr # 9 51.4 44,9 4# U ......__._�...._:._.._ 4s:7 41.0 U., ..__,..,._....._._._...__. 42. �'F8.3 91.J_..,. ( n A.0 ! 4U.a .... $:i, 9 90 .0 -49. -I ........._..47.{1_._... 8 4 ....._..,_..........._..._ .1 40 i 4 X7.5 4 45.'1 I 4 ii a / '_8.6 52.1 aa.o a - _... 52.4 55.7 40.3 ` 49 E �. 44.7 . } ".4 ,4 45,4._. 4 5;A 82.7 5 . -4 56.4 53, ",.�. SU" a0.1 92.1 30 104.3 A`t 4 8,9 7A ?4 7 60 4.5 ',9 . 74 4k 57 .y wu.3 70.6 3.3 62.a ? S .4 S ." 4 .© 4;i.2x 49.3 4 39 5 C'i ... 58" 08.0 02.2 6 5 00. 17 07/1 52.e I i. > 6 ,0 5 . f 3 ' ?j¢y' 100.0 �3£1.4i 100.0 E 1300 %14 4 +19.9 F?4 00 L a, 76.4 72,9 €3.A Alt i,'3 r 04.2 1 r i T17 ',d,° �38,. i34.o 7,,t 4.A _00.03 1c7U.rt 4000 10Li,i7 100.0 65,4 4 88.8 44' 4 ,P 0 "0 3030 100.0 10 O 1UO.t`i ■ 1£#7°1 1lhtii 1000 1000 S70 Y:. 953 1 r 31 87.3 AI 1 i 4 !;13..3 T 11 °7a.3 8 1 4 74 L 99.3 86.1 U3xb f9f1 U toiltl U.Ci EC3ti ' 1000 ■ ...._.(00.1) 100, 1000 .1!50.0 1U�2ir 1080 '100,0 l 40 110.0 DIS '(000 rJA3 i6O.O 42" 100.0 �-- 40" 01 ii _..__.10 38 ° -- 1 00.0 .... 100.0 ?1' ©'' (00.0 _ 400.0 10x1 0 ,.,..._. 100, w I :00.0 X000 100.0 100 a _. . ... 00.0 100.0 ` -100 0 _... 1GO.0 IOU 0 _ ...._.. 1Ou 0 1-0 0 _._.... t it0 0 'f 00.O .._. i!. O 10OU __,. IG0,0 100.0 104.0 Jk 2 s 0� G ..._ 000 04.2 39 g 40t1 0 a� ._. A4 _..__ .. '� ° .� kCF00 Ii30.0 300.0 �0G1.cP 1602, 1�'�}:1±- ..,... i0>D., >Fili k'§ 400.G 188 0 � 1DO,0 3..0 m100,U 100.0 !QU�r,ij 100.5 =0 03 t 00.0 100.CE 1 F665.0 100.0 'IG0.0 101' 0 1OL1.La '100.0 I (00.0 (60.8 -__ 100,0 ?.0 1O'� U f 0. l) 100,0 tt"N,10 ..._.._ 1L'310 1i�3.O 104,0 'O O i C 1DO.4 1t1O.0 1t5E1.O 1331 U ! 1C1Q.13 --I66:6- _ 10Q 0 100:1 , `iiU.f7[ �.ri0:0 � _...,.,.e..,, 10+`1,0 1110.0 I i#JOrt bLG'.:i_...1rJF ._. 1011 G 2. °' tUri_{i ioQ ?,0 - =0 t3;a 100_ x1`1.11 iOCi.O _ 1uc) 0 2A" 1iK? 0 1110.0 .... ................ 100.11 16O.Ct fOr r1 1OU U 1'701, 1(0.1 ULU1'N SPAN MAX. = 740 TO1BUTARY WIDTH 66 GLAZING PRODUCT J1414TRUCTIONS FOR 1,5` Or 7937 ,4fiULL,,74 I.UFtF3 1r481_E; 7, t +EieRMINE THE DES*Isi LOAD REQUIREMENT F'ER A591E 1 FOR THE PARTICULAR CF'EN1146, 2, FOR THE ?ARTICULAR OPENING, CETERN,INE THE 7RiBUTARY WIDTH AND MULLION 5PAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN At3D TRIBUTARY WIDTH D_TERM1f-IAT101. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN, IN THE FIRST ROW OF THE TABLE, LOCATE THE T?i8LUTARY 'MOTH, AT THE INTERSECTION Or THE ROW CONTAINING TILE MULLION '5PAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, HEAD THE MULLION LOAD RATING GWWEN IN REF. THE MULLION LOAD RATiN1i MUST BE EQUAL '118 00 GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 40(05E. GLAZING PRODUCT i`dLA:'TNG 91(13 CT (=LAZING PRODUCT 01,471NG PRODUCT SECT/ON THRI MLIL 1071 AND FP,4ME FOr4 ANCHORING GLAZING PRUDUC +TS' 71,1 THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS 'SPECIFIED IN ONE OF THE FOLLOWING: I. 385ST17U75 (1 FOR I) Ile- 14 SELF- .0RILLIiNC� 39(65 51 Ft ?R' THE FASTENERS SHOWN IN THE 1l'iCfl31CU4l G "AZ1P3r_, PROD 1 7 APPROVAL. 2. 58(5(151(76 $'13 -'(8 PA[.I'IE :AD SELF- .f,'ILLINC SCREWS SHOWN Irt THE INDIVIDUAL CI.A7(1113 PRODUCT APPROVAL.., THE M95183414 FASTENER SPACING ALLOWED I5 6" FROM EACH H ENO A7 15' 0.13, MAX SPACING. TH /5 50031ONI 1EW N. SHOWN -0R 1LLUSTRATVE PURPOSES; 1K)773 A MINIMUM OF 3 THREADS OF 711E SELF - DRILLING OTHER FRAME SECTIONS C'rF 61)040A APPROVED WINDOWS 387(5W; MUST PROTRUDE THROUGH THE WALL OF THE M33(331N. (31 SILI'ERLINE CAN BF. USED iN 7168 FASHION, 5 or 10 GLAZING PRODUCT WOOD SCREW ANCHORS S!LVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 34" ( 36" 3€1" 40'" 43' 14" 46" 48" 4:> 0 41 'i 57.0 .2 2.1 30.8 1 y vs 4 47.E 44. 42,0 1G.i 332 6 r X4.0 33,4 1 37.1 01 450 4:O 1..' 1'1.6 L.0 26A GLAZING PRODUCT 68 66" 71 .'t 30,4 64" 7,« 44,7 4 47,4 _._ 50.,4 43.: 41 400 41 4 4017 1 47.0 451 434 .4 50.2 44.2 403 705 56.4 zSi' 7100 80.6 75.0 80 5 61,4 a3,« 87.S 82.7 78.3 74, 4 70 8 150 044 t 00.1 5k,6 r. p 76.4 W2 47 "° GLAZING GLAZING PRODUCT PRODUCT 38" 0 G'O.( ; 10 100.0 104.0 1000 100.6 - 100,6 •00.6 11)0.6 'I0 100.0 , 100,0 10 1703 1G'),u 160.0 07.0, Q5.2 833 64 62.0 7a. 1667.11 10i1,f7 100.L'E l00.0 9 ,A 63.4 1 0,0 101:0 1000 0 1000.+) 100,0 1"'C 0 W.4 W , 64. 1 00,0 .0 100 00,0 .0 100.6 J .0 00.0 00,0 010.0 100.0 100,0 100.0 400.0 100.0 100.0 10 ,1,17 C 14.0 40 0.0 105.0 iC.0 0 0 ( 00,{ 0 1 €10.0 ULLiC N SPAN 1AAh, = 74" LjISTRIicr )NS 5')" �<''?._ ;rL F: ._OAL L0 +'D TA PRODUCT ROLOARY 2 T� 1, DETERMINE THE DESIGN LOAD REQUIREMENT PER A.SC.E 7 FOR THE P4RTh?ULAR OPENING, 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION, 3. IM THE FRS :01099 OF THE TABLE, LOCATE THE 5.101009 SP414. ;h1 796 FIRST 06HV OF THE TAEILf LOCATE THE TRIBUTARY WIDTH. AT THE. INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE 19IEIL'T. ?h7 WIDTH. READ THE MULLION LOAD RATI40 civro IN 0SF THE MULLION LOAD RATING MUST SE EQUAL 74 OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 40008. GLAZING 0000340 512 GLAZING' PRODUCT 01520 Y3 PR:vUC7 SECTION 970 93119009 4ND__t.P,;1.,"T . FOR ANCHORING GLAZING PRODUCTS TU THE MULLION, ANCHOR 5121: AND SPACING SHALL 8E AS SPECIFIED IN ONE OF THE FOLLOWING: 1. 5UE7TIIUTE ('1 FOR I) t..! 1..P. 361. 0 1111310 'TREWS FOR THE FASTENERS SHOWN 174 71-1 ,lCT' 4008005/ 5, SUBSTITUTE #C.-°361 PANNF94D SELF -,RILL IN THE INDIVIDUAL GLAZING PRODUCT AP000\'.AL FASTENER 30 ,0ING ALLOWED IS 6" 65,063 EACH 1. O.i2 MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE 6U4P03165; NOTES A M393911M OF 3 THREADS OF THE SEL -0RILLIN9 OTHER FRAME .SECTION'S OF FLORIDA APPROVED ' 3000548 S7JPEWS MUST PROTRUDE THROUGH THE WALL. OF THE MOWN!, 00 SILVERLLNE CAN 55 5550 IN THIS X64`5150(4, .376" —� en � v>� c.� (6) 10 x 1 -1/2" WOOD SCREWS 2X MATERIAL SPRUCE —PINE —FIR SG =0.42 OR BETTER 062" (2) 2,015" (2) 414CHOFS 70 2X BTU .T USING ?1CI X t- 1,x2" WO00 SCREWS MULLION ANCHOR BRAOOKET_2724 MAT'S: 6063 —T6 F`OR #10 WOOD SCREW ANCHO WIE; AND MULLION TO MULLION ANCN07'INC 2.724 M• Ll1ON MAT'L: 6063 — T6 MASONRY — 3,192 201 MIN, CONCRETE CONFORMING TO AC1 301 OR HOLLOW E&LOCK CONFORMING TO ASTM C90 (4.) 1/4" . 2-1/4" CONCRETE SCREWS.\ _EE NOTE 1 (4) 1/4 °' X 1-3/4" CONCRETE SCREWS SEE NOTE 1, fi 1 HOR T=' ?!U U.S(NG 1/4" X 1 -3, CONCRETE SCREWS. WEE 1,101E 1 /4 "w 4 SCREWS T. (43 #10 :X .2/4.' SHEET METAL SCREWS 71'6 CAL MAT'S. 606.3—T FOR CONCRETE SCREW 2724 BRACKET SHOWN 1. CONCRETE SCREW COLICRE1E >C I?EWS EMCELMENT 07 1 OF 2 - -- 4/2" AND A 001006/ 7A221110 hTERUINE Oi5T4l C 225" 225" 2.724 M• Ll1ON MAT'L: 6063 — T6 MASONRY — 3,192 201 MIN, CONCRETE CONFORMING TO AC1 301 OR HOLLOW E&LOCK CONFORMING TO ASTM C90 (4.) 1/4" . 2-1/4" CONCRETE SCREWS.\ _EE NOTE 1 (4) 1/4 °' X 1-3/4" CONCRETE SCREWS SEE NOTE 1, fi 1 HOR T=' ?!U U.S(NG 1/4" X 1 -3, CONCRETE SCREWS. WEE 1,101E 1 /4 "w 4 SCREWS T. (43 #10 :X .2/4.' SHEET METAL SCREWS 71'6 CAL MAT'S. 606.3—T FOR CONCRETE SCREW 2724 BRACKET SHOWN 1. CONCRETE SCREW COLICRE1E >C I?EWS EMCELMENT 07 1 OF 2 - -- 4/2" AND A 001006/ 7A221110 hTERUINE Oi5T4l C MULLION SPAN MAX: = 24" WV1 ----I GLAZING PRODUCT GLAZING PRODUCT ONCR T1 , r , 1LV R RUNE 272 .'T N CTRUA E EAM MULLION LOAD TAB E (P' ) 36 °' 30„ 4 44:. 4 4'". 4 44" 4 49" 4 44" 14,5 470 -__ °. .7 .r. 7' €.C� � 51 i 4.Ii;s b 50 2 2Q6 501 43+ 4 (�... P P.=.iz 7 b.€ � s._.J i "t €'3 E 40.4 ° 77.4 . .3.1 u r 3 3 3 � S S 54' 6u.8 6 63 V 7 73.0 8 60' C Cn? f2 0 473..3 8 87 f �.:€ , , d.5 - 7 87 € 6 64. 6 63.2 5L€.7 ^ 5 0 3 i_5 '34.4 d 7 77.2 w {54.3 1 7 3 3 66° 5, 1 1 i 0 J4t_;a ' dry R d 0 100.0 07.5 �.1 d R1W i i 0 3 Ita7 1 .0 _E3 0 01 7 9 02 ( (00 1 94 J J4 5 5 ? ? €,4 a a 4 4.S 1(i 6 103.E € X2.2 €9.5 1 5 531 S4' 1 1t € € €). 150(1 3 9 94.2 9 X .3 1 ttta F c c. 10.1 ( 100.0 1 190. =) 1 11311.1) 1 1118.8 I I0C . t tt k ! U Ie J. 1cEE� 0 I 1709 1 ((GI1 SPAN E4' GLAZING PRODUCT 4Y a tCiST M )U ION I DAD 843LE; 'L DETERiMINE THE. DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING, 2 FOR THE PARTICULAR OPENING, DETERMINE. THE TRIBUTARY WIDTH AND MULUOPI SPAN, REFERENCE THE SKETCHES ON THIS SHEET FOP 14(07)09 SPAN AND TRIBUTARY WIDTH DETERMINATION, 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. 19 THE FIRST ROW 05 THE TAB1.0, LOCATE THE TRIBUTARY WIDTH, AT THE INTERSECTION OF THE 5765 CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY W1LITH, READ THE MULLION Lt)A0 RATING GIVEN IN PSI. THE MULLION LOAD RATING MUST HE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE, GLAZING PRODUCT TRIBUTARY 15+10711 W2 HI- GLAZING --I I GL47IJG PRODUCT 1:9.A IId) PRODUCT :4(910('8016' 1.582(90 PRODUCTS 701 THE HOLLION, .A't3710(15 At•ID 5PAC(N(= SH.tLL GI' AS SPECIFIED IN ONE OF -ME 05)497: 1. 2UOSTITUTE E;1 FGP i) 1/4' ' SELF--DRUM SCREWS FOR THE FA:CIENERS StOWN IN THE (MEi1V10UAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE #23-1 £3 P.4NNERD .ELF-- RILLING SCREWS SHOWN IN THE 1tdD1111011AL. GLA: III5 IF +iODIX8 APPROVAL, THE MAXIMUM FASTENER SPACING ALLOW66 IS 85 mom EACH 6(10 AT MAX SPACING. THE -S ,5664)10 VIEW I' c8109'N Fi)R ILLUSTRATIVE PURPOSES; h! (17' A MINIMUM OF .3 THREADS 05 THE SELF O8ILCING 07(15R IRAME SECTIONS OF FLORIDA I PROVLC) 51190741,5 Sc8'60'i 9071' F5050005 THROL(OH THE (1077 25 THE MULLION. 61' 7)(LYFRLIME CAN BE USED IN THIS 5471010;4, GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W2 LAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. 74" GLAZING PRO0007 woo SIL ' L N .'7 8 ST T UAL A ✓ , ULLJON LOAD TALE PS F) SCREW r rRIOUTRRO W613T17 ANMORS' 602•= ate^ ,�� 79" 57,1 F$° IcU0 ; Sp¢41 __..0 ' lta10 600.> 07' 05.9 460! 04„ .100.16 100.0 2.# 3.J '(02.[1 'I0 }3( 50" 1ck,.0 j i(',�t1 i} i.1.( Ct30.o1 7(.60.0 90cds ECt? Jd ei UE,�4 +§ (iriv.0 104.11 CL 5,,# ..1.? 14(..0 1+.60(.) 40{3 s._.. 0111 4 0 50' '100.0 i 1t1Es) 1 t�,i1 iC=Ct� _ C iJ17� 1014.1 Lttles 1tTs13 111..) S�3 (4014 104'60 11111_. a 41, 104,0 . � (001 (10110 1 t0 100.4 i00.0 (09 ? 1i.3.,_s 17032 400,0 1106) 4 4" 110.3 1 (4 9.111.4, 1. s4 16 1112 1 if!..�1 'lf'1 1 17(1,5' 900 1 fail -. 42" 1110.0 (041364 ( ,i (00L.�_ (002... (0049 1141.4 100E (06)4 r � I,i.s+ _ kn0.a" 19iC..et Ixrti 3 6 00 0 '(0(1 66 (010 3 11}03 14 ((ii 0 1001 101.0 100 j 01(..10 3ih_ 11111 (; 14s.e.(.( IeA IL"�L111 ...... irk • � 9s�3 a (�i1 1 3141 41 (ki,iJ 14 l00.) ii 0 7 (010 3 (000 (0 1011,') (030114 I0? i 70 (03.4 (Eri (.F 1r�F 9 1404 Ts If114 141 0 4 , - i■iCO 1))149 i(Ii1.G� � 1tJC.J (f:rtf.il 11111 ii 01 00,€1 28 1163 €C0 s .1010 (11403 10'11) i 11 111 d 91(00 ,46.6' 101 :11 F 00 1000 ( 7 949, (9 01 (1 L 4,L. (643 (0' ....Ulv 1 Is'011 .. _._.1X013 1si1l.d t ...(,l£ INSTRUCTIONS FOR USE OF THE MO L10N (.OAP TAN. E 1. DETERMINE THE OE SIGN LOAD REQUIREMENT I OR Lit PART/GUL42i OPENING AS SPECIFIED BY THE BUILDINS DE5ICNER (AR00(7(7 7 OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, 005470INE THE TRL3UTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY O'(DT-1 DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN, IN THE FIRST ROW 04 THE TABLE, L_CC'ATF THE TRIBUTARY WIDTH. AT THE INTERSECTION OF T('0' ROW CONTAINING THE MULLION SPAN AND 'OlE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN 10 FSF, THE MULLION LOAD RATING MUST BE EO1141. TO OR GREATER THAN THE DESIGN LOAD RU A)/ DETERM1NE0 IN STEP 1 ,ABOVE. GLAZING PRODUCT TRIBUTARY WioIri SE.i'Tr0Y THFII10, L10 1 AND FRAME THIS SECTION WEAN (5 SHOWN 1--07 ILLUSTRATIVE PURPOSES; 017/ER 1 RAME SECTIONS OF FLORIN :'['PROVED 0(100W BY SILVEF,UNE CAN BE USED IN THI5 FA5011ON. FOR ANCHORING 01AZ1140 PRODUCT. TO THE 1MLILLiC5'J, .ANC6-(00 SIZE ANC' SPACING SHALL SE AS :,PE01r150 IN ONE 07 THE FOLLOWING 1, SUBSTITUTE 1". 1 FOR 1) 1/ "--(4 SELF -- DRILLING 400(385 FOR- ME FASTENERS SHOWN IN THE INDIVIDUAL 0047..901) PRODUCT APPROVAL, `Uh"3!T0 E jy(i --(23 PAt(1HEA° SELF- _RILCJNG SCREWS show) if) (FIE fNLd49..1U4! 0(.93(00 040063U07 APPROVAL, TIIE MAXIMUM FASTENER SPACING ALLOWED I'3 B" FROM EACH END AT 15" 0,C. MAX SPACING, MINIMUM OF .3 THREADS OF THE SELF - DRILLING MUST PROTRUDE THROUGH THE WILL. OF THE 61 (JO) #12 x 1-7/2" W000 SCREWS —, 22 MATERIAL ,--SPRUCE-PINE-Flt? SG=0.42 022 REITER (XI 7.75" -44 7.675' 2.25' 2,25" --A- 4.9 .'725 NULLION MAT'S : 6063-76 MIALIC214LIE72i0R BRACKET 2728 MATS: 6063-76 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING 7.675' SWO 7;18_170 22< 6110K 03100 �12 >1 1-1/2" 0001) 5-CREWS 5/450N62< - 3,192 PSI MIN. CONCRETE 000FORMIN0 TO ACI 301 06 HOLLOW UL.C...'0K CONFORMOIC 70 45714 Ct-30 (4) 1/4" x 2- /4" CONCRETE 556E05. SEE NOTE 1 (4) 1/4' X 1-3/4" CONCRETE SEREWS SEE NOTE 4 X...„ A •• h..- 2.25' 2.25' fs, 0 AAM4.8.12 USING / X 1 -3/4" CONCRETE: SCREWS SEE NOTE 1 ANCHOR THROU7176 12< ptbae U3I00 1/4' X 2-1/4" CONCRETE SCREWS SEE NOTE 1 "X. A At #8 x 3/4' SELF \ TAPPING SICNEW 07)56100 4ILILLIOri (10) g'10 X 3/4' HEE;" MEN. SCREWS -- LION MAT'S: 6063-75 FOR 30056ETE SCREW .402006100 1774S73 64NLIJ0N ErRAOKi-Tt 4191J-10PINi2 7728 BRACKFT SHOWN 1,107a1 4.,OFICRETE 'SCREWS ARE .1/4" 9UILD233' CONCRETE ANCHOR Tat t00 SCREWS REQU/RING A MINIMUM EMDEOMEATT OF 1-1/4", A 0107000 EDGE 0/512<r/CE OF 3-1/2 AND A 0707000 CENTERLIINE DISTANCE OF 2-1/4", 7/0 TPA RAWINO FL-606.7.9