Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS-- r-, off• 07D Permit Number: St. Lucie County ® SCANNI�ID Building & Zoning Department 0 ya D Fly 2300 Virginia Avenue c� CoLin Fort Pierce, FL 34982 u 772-462-1553 (� APPLICATION FOR REPLACEMENT OF v WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: 5?16 Da", C, -D r �f'1- Pl-'crc-, FC. 3 `E 1 S 1 2. PARCEL ID NUMBER: 13 01, G 10 - DO`I a' -OC90 — I SECT TWP RNG 3� MAPIL t)�� J ZNG LU �+ INPI J 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR V MOBILE HOME OTHER 5. OWNERS 1NFORMATI0I�T� Name:�ouQ IaSwwJJa(( Address: __-c566 -Doy.; S �( City: State: Zip: 61 Phone: 7 ?a - a I `- L /3 Y 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: f✓P-G 0 `7 G F S� County Cert #: P y AA fy Business Name: I P1 /`�-f- �40l�'LQ_ Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product M Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph liOgmph 140 mph Windows & Skylights Exposure B :c S V'- , Pam% q 5ov v� 1.5 FL -tq z g, I QR7-7,- E osure C Overhead,Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size' C- Size 7. VALUE OF CONSTRUCTION: $ 3 FEES DUE: jy Y. RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance wit" pplicable laws regulating construction and zoning. PRINT UALIFIERS/OWNERS NAME SIGNATURE OF QUA II`IER/OWNER-- �_ STATE OF FLORIDA, COUNTY OF , ACKNOWLEDGED BEFORE ME S DAY OF 20/I , BY. / WH SONALLY KNOWN TO E OR WHO HAS PRODUCED AS IDENTIFIC TI ""j y KELLY JULIAN KISOR NOTARY PUBLIC SI N , F NOTAR TYPE OR PRINT NAME OF NOTA STATE OF FLORIDA TITLE: OTARY PUBLIC COMMISSION NUMBER sia Comm# DD0952293 •Expires 3/10/2012 08/24/2011 09:46 407415 -099 TEAM K5 C(JNSTRI 9 TJEV PAGE 02/02 JOSCPI-1 E. smiTti, CLERK OF T14F CIRCUIT COURT SAINT LUCtt= COUNTY FILE t# 362106.1 08123120/ *1 at 11!00 AM OR BOOK a317 PAGE 2824.2824 Coe Type: NC �© RECORDING: $10.00 v'a 'this lustnitncnt Nreparcxl 1iy; — %lcai� '1"h1t1 Ai-�-[orlle:ic:rti•irr'1 ' 7017 Cop(i)rate Drive I'105'(1ton I)Wch,, FL '13426 g j,�+, �� NOTICE 01- CaN.1f •'C1^,NCEwMEvT Permit N'O. e..' � ti1 .> Tnx Folic) No. CUURC�., Staten(' Florida County or ^J.k2e4e THE UNDERSit7NID hereby gives jimice that imPmvernt:nlsl'wili lie n1a(le to coroiir, rml prnpf+ny.1171d in arc rdenc0 with Cliabiltrr 713, FRITida tilRIkltcS, the rallowing in1'ottilim.on is provided in this Notice gCC-omme:nterucrlt: C�h11� I . DoscriPuon of pt'opt;17. (lagai dcqcriptiott or proper()•, tuui street edclross if nvai.lable) 2. General cicsrriptif; 1 of itnprovrnl,"nt; � p C. 93*bv:S .ti. C1wnC; infc,rmafitat ((ih1)) J(�nntleurct:sat iinc .___.__.._.,W..,.,..,__..a..,..,.--....— ...,,....,..,..-_�y-.�� ....,_.. FJL7 1rQc- (c) Name and .tclr w"ss Of fit: simple titiclwidul. t,ii' oTlfee ttl:nt 4. Cntrr,r:+ctor Nam (a) Naand addrt:t+s; q _� (b)hauc, numbs .r:RjP �j .. d'tE��l,� rE��G 5. Sttrt^.ty (a) Namc and add"css: (b) AmojSnc of bona-- (c) phone number:- 6. 14ncicr (a) Naamand utidte'ss: (b) I'llono 1l1111ibar: 7. P6TGr•114-, t,+t' 1%in the state c•f 1 lUriCIN. cicc'igrtatcd l)y Z}v, IALl' UU613 W"110in nUT.IcCt OI' (,i1}fir Gl JCU111W'tta ]llaa liG,irtv'cd As provided by Srction 713,13(J)(R)7,, Florida. Sttxtutes- (a)Narnc and address: _�., — _.__.,__._ _....,, —.__ _. �• f-,�} `U) F 11g11.e, number: �, ......, _ ._._...,.....— _ ..•T J.f L.�w..•r•.� .A,.,.....--___._. S. In addititart to hirnsolf, OwneT dt, iIInRtes the fo11owia& persun(3) to re civC a cagy of the Lietlor's Not;.cr, as ptrvideJ in Suction 713_l3(1)(b), 1^lotida Statures: (a) INlatne alit! tiddrta"•: �^•� _. ' (1b) Phone number: sty 4..E ptrasan dlttc c+f.n6ticG al't btnmcmcctncnt (thc• mpiradon data is t year Irom The date of rikording tin t= a di:fi'or'estt data is gpecificd) w•A.R N-INC.i'1V 0 WINE R: ANY lyA'1'',L!(1.NTS it1,k D F f1Y 111E 077N)�A ACCER THP, P�XPMA. TION Ui. THE NOTICE, OF 47(. VIME,1'�i6;1✓h41:.NT:LU CON51011111rD IMPROPER 1'r> YMFNTS, TIND11R. CI- &PTER t3, PART 1, 51✓C'TI<1N 713.11, FLORIi)A S.TA°t`tITES, AND CAN 1tI�4l.T.L7'.'1`11'OURP.AYIrifG T'YJICE FOR INIPRO` EZ,-It N`1•S TO YOUR C'P.C" P :11TY, A iv'f�1"1�. z or C:Ui�ltat,�.lJ'C F 1:I,kiIVY DlUsT m It.F ;(1T�,I�I3D /t,14ll POST11D ON THE 101 '51'TF, 3I FORE THr V11UT McEC'"170N. IV YOU INMID TO OBTAIN FrN!>L14C.O'l t- CCWSULT WITHYOUR. ER ,+ R. LENDOR AN TTORNLY .F3 • 3p, � ; ' . ti' NC.IN MC OR KEIM YOUR. NOTICE OF COIItIMFNCUM. 04T. � Z ---� f Iwnm or flwncr's, Authorized Offium•(i mcior rm )2rt,3Ci'7 annzr 1•hc "ore uin i,ts 3'ulracatt u,^n stcklG+wlal.C�k hcfnrr m this: �dayCrl'► Lt. bw.,,b!� t ")L� g a P... -.1J r —_— (nr,inar.,fp rwr,n)as rrtCi, -- (type.oI'batheray,C&aIlitcr,u11.0mtut.mc>• ._...... of sll.ti° t1n Ur13ttlf o i1� ': ' ^utt d). rl Si�:wtu IL it to y Pulibc - Stmts of F'ieritlt J SCO`i 6" M }EEC i'CrBUn°iiykaow,l ar lylrrd�,rr�i tdcl2titi ntit+lt MY COMMISSION AEEoa,nnR I f"'.D 1:17der PclwRf 11 J rptfNaleY11&oxddscuohtllt! to! .^.t{oi ig :+.r.,i this! the 11+eu MR* in it 1uc of End beb0f. i � tttlr afl'�atura! Person Signtnl; Ahn:c Rovmcd 'ii U07 i 2011-07-22 11:47 0213-E-W !/PHN SLS I� 7729784497 Home depot AHS P 10/10 2,fX'2� or r a i r Ship -to -Location BOYNTON #60 THDAHS WINDOW ORDER FORM Order Date 2/28/2011 PSG Fax: 770-779-1315 1 of 2 AMERICAN CRAFTSMAN Prepared By Joe P. Customer Name Walker Job # 5745930 � g Location (Room / Floor) ° Style "Code" Series "Code" y C �j MEAS. Grids Pattern Window & Glass Options Hinge Locations Z Rough Open. o U t6 0 j m N = Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X Tip -to -Tip Width Height 1 1 KIT 1 I DH AC86HPS WHI 47 3/4 35 1/4 N/A N/A 2 GAR 1 DH AC86HPS WHI 35 3/4 35 1/2 N/A NO LowE/Ar on N/A 3 GAR 1 DH AC86HPS WHI 35 3/4 35 1/2 N/A NO LowE/Ar on N/A 4 BATH 1 PW AC86HPS WHI 23 1/4 26 3/4 N/A OBS N/A 5 BED 1 DH AC86HPS WHI 35 3/4 35 1/4 N/A N/A 6 BED 1 DH AC86HPS WHI 35 3/4 35 1/4 N/A N/A 7 BED 1 DH AC86HPS WHI 47 3/4 51 1/4 N/A N/A 8 OFF 1 DH AC86HPS WHI 47 3/4 51 1/4 N/A N/A 9 OFF 1 DH AC86HPS WHI 47 3/4 35 1/4 N/A N/A 10 BATH 1 DH AC86HPS WHI 23 27 N/A OBS N/A v a a Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 300 OR 450 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 (Intl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) MAX. DP Ship 16 pcs. Of white 8559 sill extender No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF No CRF Required 4-29-09 Ship -to -Location BOYNTON #60 THDAHS WINDOW ORDER FORM Order Date 2/28/2011 PSG Fax: 770-779-1315 2 of 2 AMERICAN CRAFTSMAN Prepared By Joe P. Customer Name Walker Job # 5745930 Location Room / Floor ( ) += 0 Style "Code" Series "Code" ° ° (� MEAS. Grids Pattern' Window $ Glass Options Hinge Locations 2 Rough Open. CL iT o 6 U 76 -1 U j Fa N = Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X Tip -to -Tip Width Height 11 BED 1 DH AC86HPS WHI 47 3/4 51 1/4 N/A N/A 12 BED 1 DH AC86HPS WHI 47 3/4 35 1/4 N/A N/A 13 14 15 16 17 18 19 20 ' C,rirl Paftarn 11A1 IRT ha inriirnfarl ` Fnr (cmfc rPr Rav nr RmAi nca "I " fl aft) "R" Minh "C" (Rfnfinnnnr) All rinnrc• "R" Pgfnfinnnnr) nr "X" Winarnfinn) fnr anrh nnnal ar 0 Q Bay / Bow / Garden / Doors Color of Window / Door Wraps � W Bay Projection Y J 300 OR 45" Bay Flankers Y DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing g CLAM or COL / Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Intl. Accessories) ' Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) MAX. DP No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF No CRF Required A-9a_na iuo I 1n1 \AA/ i D 1 1V11tlLL LU1111113 YV uVUV l/L111.11SJ Log In i User Registration Hot Topics~ i Submit Surcharge Stats & Facts " Product Approval USER: Public User fi 6 b l7 I > J--1TT Page 1 of y4 E ,101_ 5 # ry a Publications FBC Staff i BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail 9' 21'��� F,w U 61100 � i% 3 Imp A" FL # Application Type ROMP"! 71'WPARIMN Code Version SIN g�- gp%�. ��n Application Status �t IN Comments �;�� 0501' � � Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category FL9928-R1 Revision 2007 Approved Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Windows http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsSYo5I00%2fsp%2f4sphAywure... 11/17/2010 Page 2 of 4 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Double Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. V.1 Validation Checklist - Hardcopy Received FL9928 R1 COI CERT OF INDEPENDENCE pdf Standard AAM A/ W D MA/ 101/I. S . 2/A440 Accepted Engineering Practice ASTM E1300 ASTM E1300 ASTM E1886/E1996 TAS 201, 202, 203 Method 1 Option D Year 2005 2007 2002 2004 2002 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsSYo5I00%2fSp%2f4sphAywure... 11/17/2010 Page 3 of 4 X Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/28/2008 07/14/2008 07/18/2008 09/15/2008 Summary of -Products I FL # IlModel, Number or Name Description j 9928.1 a. "WeatherStopperT""' Series Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung 9500 - Model 9500 Window - configuration (X/X) Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL9928 R1 II INST 9928.1.pdf ! Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 9928.1 for Design. Pressure Ratings, FL9928 R1 AE EVAL 9928 1 pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) 9928.2 b. "WeatherStopperT'"" Series7l Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung 9500 - Model 9500 Window - configuration (X/X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9928 R1 II INST 9928 2 pdf j Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 I Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 9928.2 for Design Pressure Ratings, FL9928 R1 AE EVAL 9928 2 pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back I Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsSYo5I00%2fSp%2f4sphAywLire... 11 /17/2010 tl ®vJ WINDOWSo DOORS an LI l SILLVERLINE DRIVE, Company VE, NORTH RUNSW CK, Ni 08902 ' PH. 732.435.1000 " WEATHER STOPPER' " SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HANG WINDOW Ql GENERAL NOTES rrit"VIP6 c r I. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBq structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing orstucco. 3. When used in the "HVHZ" this product complies with section 7626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM El996. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 7. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 8. This product meets water infiltration requirements for "HVHZ". ABLE OF CONTENTS TION levations, design pressures & general notes MVertical& & horizontal cross sections cross sectionsrame anchoring (small unitame anchoring (large unit) 6 Reduced DP frame anchoring 7 Components 8 Hardware assembly and components details 9 B71 of materials, components and glazing details 56.25" MAX. O.A. WIDTH FLANGE TO FLANGE 54 FRAME MAX. FRAME WIDTH eg, i r OUFRALI. .. FLATdGE MAX x -"� FR,R741E' RAAX .' � GLASS DESIGN PRESS(tRE(PSFj - DL11FN5lON D1h1ENSlOM .- D La � DIMFNSIOPd � 7YPF PO$MT 1VEGATNE: 55.37' X 76.37" 53.37' X 74.37" 46AT X 32.86" +50.0 -50.0 Gi 38.12" X 64.50" 36.17' X 62.50" 29.17" X 26.86" +65.0 -65.0 56.25" X 75.37" 54.25" X 73.37' 47.30" X 32.36" +50.0 -50.0 G2 38.12" X 64.50" 36.12" X 62.5W 29.17' X 26.86" +65.0 -65.0 --.._ ..._... .......,y,,, — -.-.., — —miurn units. � w m �5 o m z U tMV 6 V V; uz°`oa s z smo s 3; ter- l m� mo .8 u 3 10 O WZ z o� Z} oz J qV' i 8A j C 0 QN 0I �a ONE � w z ^� f o ., 'a . o a z ::11/12 07 z Z N.T.S. Bit KK m ffNNO.: WH 3 8.1 0° a 1 of 9 s; y NOTE- 1. For framing anchoring locations and details, see sheet 5, 6 & 7 v v vv • •- � � ommmm mmo • SEE NOTE 1 HORIZONTAL CROSS SECTION 2 EXTERIOR a•�•v r o C 1-1/4" MIN. EMB. (TYP.) 1" MIN. FROM 1" MIN. FROM MASONRY EDGE t MASONRY EDGE (TYP.) (TYP.) m M • z " -`� m� a 4- O� �•Z Z 20t0 °Y Z •-• "arms n o oz' �d- \ � a mda m°u ,0 9 W ^, V r: U W 3 K �V)}a_ \�v N _7 '9''�) z 3 oZ N ✓ CD 7f2W 39 W m Enc3c a � 36 �I o �U o INTERIOR 0 a a VERTICAL CROSS YSECTION 2 ° 1111- z DATE 11 12107 = SCAM N.T.S. n owc. ar: {({( m CHK ew WWH 3 ORAWINC No.: M m FL-9928.1 °o swu 2 of 9 N N 2-1/2" MIN. 2-1/2" MIN. FROM MASONRY FROM MASONRY —.—► EDGE (TYP.) EDGE (TYP.) EXTERIOR � INT_ ERIOR i � VERTICAL CROSS SECTION Shown w/ 1X sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the. FBC This view representative of head, sill, & jambs EXTERIOR u®OJNTERIO Z 41 _ ai O � �w 27 d V. 1" MIN. q. 1" MIN. FROM MASONRY FROM EDGE (TYP.) MASONRY EDGE (TYP.) VERTICAL CROSS SECTION 3 Masonry sill EXTERIOR INTERIOR U Z 27 \ w i G 1" MIN. 1" MIN. �— FROM MASONRY— FROM EDGE (TYP.) MASONRY EDGE (TYP.) VERTICAL CROSS SECTION \_3,1 Masonry sill 1-4■ME o ¢ a � O j m Z �O a Z =11/12/07 z Z N.T.S. ° By.. KK m F WH8.1 0 0 T 3 OF 9 n Q M MEETING RAIL M �It ._TfL I BUCK ANCHORING DP <= 65.0 PSF (36.125" x 62.5" UNIT) orEs: W/1X BUCK INSTALLATION 42 SEE NOTE 2 W/2X BUCK 30 INSTALLATION TYP. HEAD & JAMBS SEE NOTE 3 WINDOW — FRAME FRAME AND GLAZING — REMOVED FOR CLARITY 2X BUCK .A" Ca 1q-1—T 4TT � M�EIEfING MASONRY SILL 44 INSTALLATI ON SEE NOTE 1 1_ _ W/2X BUCK 30 INSTALLATION 41 MASONRY SILL :d.; ; ,� INSTALLATION SEE NOTE 1 •A" 42 W/1X BUCK INSTALLATION SEE NOTE 2 FRAME ANCHORING DP <= 65.0 PSF (36.125" x 62.5" UNIT) SEE VIEW "A —A" AND NOTE 3 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. VIEW "A" —"A" SEE NOTE 3 1— 11/12/07 1 er: KK ErY: WWH !MC NO.: FL-9928.1 T 4_ OF 9 z BUCK ANCHORING DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) M MEETING WINDOW— RAI L FRAM E FRAME AND GLAZING — REMOVED FOR CLARITY 2X BUCK—/ 14.08" MAX. ON CENTER All 6 42 W/1X BUCK INSTALLATION SEE NOTE 2 30 W/2X BUCK INSTALLATION TYP. HEAD & JAMBS — ,A„ \ FRAME ANCHORING 40 < DP <= 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 NOTES: 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting roil centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. MEETING q RAIL MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W/2X BUCK INSTALLATION W/1X BUCK. INSTALLATION SEE NOTE 2 VIEW "A" —"A" SEE NOTE 3 SEE NOTE 3 ro F o ¢ F i 11 12/07 z E N.T.S. BY. KK m eY; WWH 3 LING NO.: m m FL-9928.1 °o T 5 OF -9 MASONRY OPENING WINDOW FRAME FRAME AND GLAZING REMOVED FOR CLARITY 2X BUCK NOTES: ,A" l W/1X BUCK 42 INSTALLATION SEE NOTE 2 30 W/2X BUCK ALLATION & JAMBS L ,A„ FRAMEANCHORING DP <= 40 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A -A" AND NOTE 3 MASONRY SILL INSTALLATION SEE NOTE 1 MASONRY SILL INSTALLATION SEE NOTE 1 W/1X BUCK INSTALLATION SEE NOTE 2 W/2X BUCK INSTALLATION :VIEW "A" -"A' SEE NOTE 3 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is ON CENTER" not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from ❑ different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. IS—E. N.T.S. Bwc, ev: KK CHK. BY; WWH FL-9928.1 T 6 OF 9 I �^ 1.435" cli .562" N c -4�� —T OT O I 4 G Z G EAD 6 U EPER SASH BOTTOM RAI 1.779" --{ Lo �J 0 to � .07" °'" ! J- -- 1.227" �- . � UPPER /LOWER llFTING RAIL SLOW R SASH STII F �{ 1.2�65 "�'7I� ^�.J 1.255" �1KEEPER RAIL &STILE REINFORCEMENT r1LIFf RAIL REINFORC MENT 1.547" �T 07" 7 UPPER SASH STI C9 c N 0 1.365" T -T aan ON MASONRY FLANG Lo Utl2 LT 37 HEAD ADAPTER 1.575" n O �ER SASH TOP RAIL .87$" � h ® � REINFORCING BAR 38 SILL ADAPTER Sr.l c. r:.r.s. N owc. eKK cKK BY. WWH FL-9928.1 T 7 OF 9 CO N i T 187 --1 I — 4.215" � 6528" 8�r. �� TOP SASH POLYMER TILT LATCH BOTTOM SASH.9255"-I----� 6.0001 " 4.125" r) 2.625" N �H co Lo .1125" --1 f — I I I �1 BOTTOM SASH HEAVY DUTY PIVOT 294" .4" .613" 1.35" BOTTOM SASH PIVOT TOP SASH PIVOT im 2.55" ry f— 2.062" 2.5878" 2.127" 6.0001" m Ca z Luwt —I 1.57" f -- I T n `t I -I 1.5" �2.625" �Ww° m o z in J=b 41 1.683" I N 6.. m ci n •: a« �a N 0 -19 o zm F—r (LATCH oo " 9m� a mdam°o 32 SASH LOCK KEEPER 19 UPPER SASH 22 TOP SASH PIVOT ^,� o i K a U 55" rl 1.5" J— I�I� II1 TL.J L O O N T T I a I 8 HEAVY DUTY TILT LATCH KEEPER SASH PIVOT HARDWARE ASSY. VIEW SASH RAILS REMOVED FOR CLARITY .617" — .294" .4" 4.3272" g " a Q (ASSEMBLED) T t 0 3.68" M 2.5" " 1 4 io T I (UN -ASSEMBLED) 31 SASH LOCK �\ BOTTOM SASH HEAVY DUTY TILT LATCH i BOTTOM SAS( TILT LATCH g;;jj t TOP SASH 71 TILT LATCH nu LAICH HARDWARE ASSY. VIEW SASH STILES REMOVED FOR CLARITY 11/12/07 sraE N.T.S. owc. ew KK cHK, en WWH FL-9928.1 T 8 OF 9 ti z z z J z 0 ri 0 m 3 c 0 N E E= 3 ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME HEAD JAMB 52-8601 * PVC 2 EXTRUDED PVC MAIN FRAME SILL 52-8601 * PVC 3 WEEP HOLE COVER SILL 200-492-021 POLYMER 4 EXTRUDED PVC GLAZING BEAD 52-2217 * PVC 5 1X BUCK SG >= 0.55 WOOD 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL 52-8507 * PVC 7 EXTRUDED PVC UPPER SASH STILES 52-8504 * VC 8 EXTRUDED PVC LOWER SASH TOP 8508 * RAIL 52- PVC. 9 EXTRUDED PVC UPPER LOWER LIFTING RAIL 52-8506 * PVC 10 EXTRUDED PVC LOWER SASH STILES 52-8505 + PVC 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC 12 HEAVY DUTY TILT LATCH KEEPER 12-9513 STEEL 13 8 x 3 4 PFH SCREW ZINC PLATED STEEL 14 8-32 x 1 2" PPH MS STEEL 16 WEATHERSTRIP PILE W FIN .270 x .270, W21275NW BY ULTRAFAB 17 WEATHERSTRIP PILE W n .270 x .190, W21195NW BY ULTRAFAB - 18 WEATHERSTRIP Q-LON U-3333-000 BY SCHLEGEL - 19 UPPER SASH LATCH PVC 20 GLAZING COMPOUND PURFECT GLAZE 34-937A NATIONAL STARCH & ADHESIVE SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC 22 TOP SASH PIVOT STEEL 23 BOTTOM SASH HEAVY DUTY TILT LATCH 12-9511L-R PLASTIC 24 BOTTOM SASH HEAVY DUTY PIVOT 12-9514R-L STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1 4" MAX SHIM SPACE WOOD 27 MASONRY: 3192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90. MASONRY 28 #8 x 1" PFH. SCREW STEEL 29 6 x 1" PFH SCREW ZINC PLATED STEEL 30 10 X 2-1 2" PFH WOOD SCREW STEEL 31 SASH LOCK ASS Y DIE CAST ZINC ALUMINUM 32 SASH LOCK KEEPER ZINC DIE CAST 33 REINFORCING BAR 51-8567 STEEL 34 KEEPER RAIL & STILE REINFORCEMENT 50-8566 ALUMINUM 35 LIFT RAIL REINFORCEMENT # 50-8568 ALUMINUM 36 LOCK RAIL REINFORCEMENT 50-8567 ALUMINUM 37 HEAD ADAPTER 50-8563 ALUMINUM 38 SILL ADAPTER 50-8564 ALUMINUM 39 #8 x 1" PFH SCREW ZINC PLATED STEEL 40 1 4" X 2-3 4" ELCO PFH CONCRETE SCREW STEEL 41 1 4" X 2-1 4" ELCO PFH CONCRETE SCREW STEEL 42 1 4" X 3-1 4" ITW PFH CONCRETE SCREW STEEL 43 GLAZING SPACER STEEL 44 1 4" X 3-1 4' ELCO PFH CONCRETE SCREW STEEL * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 3.312" 0�0 � .r N �- 3.794" �LN FRAME HEAD & JAMB 7/16" EXTERIOR 5 it IL� 3794" �I (<1 MAIN FRAME SILL 18 WEATHERSTRIP 7/8" OVERALL GLASS THK. 3/32" ANNEALED GLASS .090" PVB. BY DUPONT 3/32" ANNEALED GLASS AIR SPACE 3/32" ANNEALED GLASS 81 GLAZING DETAIL 7/8" OVERALL GLASS THK. J\ 1/8" ANNEALED GLASS J 090" PVB. BY DUPONT 1/8" ANNEALED GLASS AIR SPACE 1/8" ANNEALED GLASS �� GLAZING DETAIL mnUa _ - I a J on m : o o im 96 0� maa m°u °c ti w i Z0 =11112107 z F N.T.S. o S BY: KK m Br: WWH 3 VINO NO.: m FL-9928.1 m El 7 _�L OF 9 n 0 riorlud UL111u111g wuG 1J111111G '\vv —5- .. — . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff T BCIS Site Map Links Search i 'Product Approval " USER: Public User Prod.u..ct.Approyal,. Menu > Prod.uct._or_Applicati_o...n.,Search. > Application > Application Detail 4= FL # `KFF$ Application Type ..tom „��� Code Version y� Application Status Comments FO-IN, Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category FL9927-R1 Revision 2007 Approved Silverline Building Products Corp. One Silverline Drive North Brunswick, N] 08902 (732)435-1000 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Windows 0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsQKNv8tgwlgzufVXeg9Gjfw%3d 3/20/2009 r1Vllua nullulllg %-VUG 11111111E i agv L. Vl -t 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 Referenced Standard and Year (of Standard) u Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2009 L.F. Schmidt, P.E. l Validation Checklist - Hardcopy Received FL9927 R1 COI Certificate of Independence.pdf Standard Year AAMA/WDMA/101/I.S.2/A440 2005 Accepted Engineering Practice 2007 ASTM E1300 2002 ASTM E1886/E1996 2002 TAS 201, 202, 203 1994 Method 1 Option D 02/18/2008 03/26/2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsQKNv8tgwlgzufVXeg9Gjfw%o3d 3/20/2009 1 1Vl lull LlAlllllll� �VIIV VlllllllJ rage -) of ,+ Date Pending FBC Approval 04/06/2008 Date Approved 05/06/2008 Summary of Products FL # Model, Number or Name Description 9927.1 a. "WeatherStopperTM11 Series Up to 5'3 x 6'1 Extruded PVC "Impact" Fixed Window - 7550 - Model 7590 configuration (0) utilizing Fin Installation Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9927_R1 II_ INST..9927_1._pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9927.1 for Design Pressure Ratings, FL9927R....1_AE EVAL._9927.__.1.......pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 9927.2 =[7550 . "WeatherStopperT'"" Series Up to 5'3 x 6'1 Extruded PVC "Impact" Fixed Window - - Model 7590 configuration (0) utilizing Fin Installation Limits of Use Installation Instructions Approved for use in HVHZ: No FL9927 R1 II INST 9927.2,.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Desigq Pressure: N/A Evaluation Reports Other: See INST 9927.2 for Design Pressure Ratings, FL9927 R1_AE_EVAL 9927...2.._pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 9927.3 ---]c. "WeatherStopperT1"" Series Up to 5'3 x 6'1 Extruded PVC "Impact" Fixed Window - 7550 - Model 7590 configuration (0) utilizing Strap Installation Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9927_R1_II INST 9927.3..pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9927.3 for Design Pressure Ratings, FL9.927_R1 AE_EVAL 99273.,..pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. --j 9927.4 d. "WeatherStopperT1"" Series 11configuration Up to 5'3 x 6'1 Extruded PVC "Impact" Fixed Window - 7550 - Model 7590 (0) utilizing Strap Installation Limits of Use Installation Instructions Approved for use in- HVHZ: No FL9927_R1_II_INST 9927.4_._pdf. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bkzJ%2bMaAZsQKNv8tgwlgzufVXeg9Gjfw%3d 3/20/2009 JU VC[ Ll[ M I&ql W I N D 0 W S- D 0 0 R S an Andersen Compan 1 SILVERLINE DRIVE, NORTH BR NSWIC , NJ 08902 PH. 732.435.1000 " WEATHER STOPPER T" " SERIES 7550 / MODEL 7590 EXTRUDED VINYL PICTURE WINDOW "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors %hall 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 "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 5• This product meets water infiltration requirements for "HVHZ". TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION & GENERAL NOTES 2 GLAZING DETAILS & DESIGN PRESSURES 3 VERTICAL & HORIZONTAL CROSS SECTIONS MASONRY CONSTRUCTION 4 VERTICAL & HORIZONTAL CROSS SECTIONS STUD CONSTRUCTION 5 BUCK & FRAME ANCHORING 6 FRAME ANCHORING STUD CONSTRUCTION 7 BILL OF MATERIALS & COMPONENTS r �63.00" O.A. FRAME WIDTH 9 W L Q O ri r NOTES - 1. OVERALL FRAME DIMENSIONS (SEE SHEET 2) 2. MAXIMUM DAYLIGHT OPENINGS (SEE SHEET 2) 3. GLAZING DETAIL (SEE SHEET 2) 4. DESIGN PRESSURES (SEE SHEET 2) E N.T.S. BY: YV ar: WWH VNC N0: FL-9927.3 7 1 or 7 k e 0 3/ 1 THK. GLASS 1/8" TEMPERED GLASS AIR SPACE 1/8" ANNEALED GLASS .090" PVB INTERLAYER BY SOLU77A 1/8" ANNEALED GLASS G1 GLAZING DETAIL OVERALL OVERALL MAX. GLASS DESIGN PRESSURE FIN FRAME D.L.O. APE (PSF) POS. NEG. DIMENSION DIMENSION DIMENSION 66.50" 63.00" 59.25" x x x G1 +45.1 —45.1 76.50" 73.00" 69.25" 61.50" 58.00" 54.25" x x x GI +50.0 —50.0 72.50" 69.00" 65.25" ,w rx JZ5 } n� J Oa O] W N_ZQ� m u � c� 0 DAM DWG. BY.. YV cw_ BY. WWH ORAVNG NO.: FL-9927.3 SHEET 2 OF 7 3 1 /4" MAX. SHIM SPACE (TYP.) INTERIOR EXTEERIOR 1 /4" MAX. SHIM SPACE{ (TYP.) 1-1/4" MIN. 1-1/4" MIN. EMB. (TYP.) EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 1" MIN. FROM 1" MIN. FROM r MASONRY EDGE MASONRY EDGE (TYP.) EXTERIOR INTERIOR I w ' IL �U) ml H vy: F< m c F D o = a • V j Z O 1" MIN. FROM 1" MIN. FROM .S. a ��— MASONRY EDGE MASONRY EDGE — �� YV m (TYP.) (TYP.) r/08 WWH 3 O 1 VERTICAL CROSS SECTION 3 7.3 0F 7 Q �aJ•cm °` w o m o a O m o a i o aN =oZ oQ �aaaa xw m a9d=,`0 �3 Ada m° 1A 6 �m 4 4 o G1 viz D_ Q Z` 3U p0 NV W a m rr o 4 6 6 EXTERIOR INTERIORN. a �z o: � 0 o a • M m 1 /4" MAX. 1 /4" MAX. H M SHIM SPACE (TYP.) SHIM SPACE —�{ (TYP.) I Gi w z 6 6 aa� IA �Na. a. 2 IA INTERIOR IA t�v as a a a a a a 4 a� H W Q EXTERIOR Q� o Z G1 G1 M GAM 2119108 z SCALE N.T.S. DWG. ar: YV m � / 1 HORIZONTAL CROSS SECTION ( 1 1 VERTICAL CROSS SECTION CHIC By: V H 3 oWANG NG.: m 4 4 FL-9927.3 Cl El SHEEP 4 OF % eo g mms £'LZ66-14 a aaoxa ou SI uolsuaw( Ja uao uo wnwlxDw a ainsua O aJlnbaJ a XDw SuoodD Duo. D 's ul0f JD ow =•Dn oNunraa 'P P } P } 4; } P g } I }.PP } }� FIMM .A ,xHO o; souo;s.p a6pa wnwlulw ay; uplipw o; pa;snfpo aq ;snw a31N30 NO 'XHW„ so pa;ou su01;D301 uoodDl d1 •s;ulof JDPow o; aouD}sIp a6pa wnwlulw ay; ulD;ulDw o; pa;snfpD aq (ow sJauJoo ay; }D suol;Doo1 uoodDl •s;uawaJlnbaJ aouD;slp Ja;uso, puD aouD;Slp a6pa }uaJa};lp an0y Cow Jallddns ;uaJa;;lp D woJ; sMaJDs G19J0000 IDnba ;o uo.;n;l;sgnS M )a mma •suoodD} ;uaoD(pD o; aouoJoalo ti wnwlulw o puo ;uawpagwa wnwlulw *IL-1 0 'sa6pa /JuosDw o} aouDJDaIo 1 wnwlulw D aJlnbaJ 4onq xZ 6ulJoyouD uoodDl 0013 „V/1 'L 'S'1'N eras 20161/Z -Mva� S 0 N N X O . F--1'0.0 WN „gL'Z l ne xz 3NYN3 MOONIM N3dO VOsVW ONIONI OHOW NOng 7NIN3dO ALINOSVN MAUD to 3 2x BY THE OF RECOR AND TF O.C. WINDOW FRAME 2X FRAME FRAME ANCHORING STUD CONSTRUCTION NOTES: 1. 1/4" Elco concrete screws require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and ❑ minimum 4" clearance to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as 'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. �J SEE NOT 1 Z � F (L • �w •ep• 1" MIN. 1" MIN. FROM —FROM MASONRY EDGE (TYP.) MASONRY EDGE 1 VERTICAL CROSS SECTION 6_J OPTIONAL MASONRY SILL I Z . SEE a- Z\m IW 1" MIN. FROM 1" MIN. FROM MASONRY EDGE MASONRY EDGE K� VERTICAL CROSS SECTION 6 OPTIONAL MASONRY SILL Q O CCn SCALE: N.T.S. 3 DWG. BY. YV m CHIC. BY: WWH 3 DRAWING NO.: 0 m FL-9927.3 °o siim _L OF 7 N BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 2X BUCK SG > .42 OR BETTER WOOD B 1/4" MAX. SHIM SPACE WOOD C 1/4" x 1-3/4" ELCO TAPCON STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" x 2-3/4" ELCO TAPCON STEEL H 1#8 X 1-12" PPH SMS STEEL M 2X FRAMING WOOD 1A EXTRUDED VINYL PVC FIXED WINDOW FRAME BY SILVERLINE #2101 (0.070" WALL THK.) VINYL 2 GLAZING SPACER - 4 EXTRUDED VINYL PVC FIXED WINDOW GLAZING BEAD BY SILVERLINE #2217 (0.062" WALL THK.) " VINYL 5 GLAZING COMPOUND DOW 995 SILICONE 6 STRAP ANCHOR 6063-T6 ALUM * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 792" - -.562" m 1 o m N 180" 4 SNAP -IN GLAZING BEAD S z 3.25" a � � M O N 0 � N --10.51 " 2.52" 81A FIXED WINDOW FRAME ih 0.6" - 0 10 0 0 3.85" 4" 6 STRAP ACHOR s— N.T.S. DWG. BY. YV CHK. BY: WWH FL-9927.3 SHEET 7 OF 7