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381 Sargo Rd RES19-0251 6 Windows OFFICE COPY Revision Request/Correction to Comments *`ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. fe# 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: PERMIT#: RE5190251_ LX/_J Revision to Issued Permit OR I j Corrections to Comments Date:12/1 2nl9_ Project Address: 381 SAFHGO HOAu - Contractor/Contact Name: PETE CAFAROi DAN SMITH Contact Phone: (904)570-0989 Email: VWOOD0630881§GMAIL.COM Description of Proposed Revision/Corrections: ADDING AN ADDITIONAL 4 WINDOWS TO BE REPLACED. FL CODE 20100.5 ; 20100.6 i PETE CAF.ARO i DAN.EMI fH affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) DEC 1 9 2019 • Will proposed revision/corrections add additional square footage to original submittal? { No / Yes(additional s.f.to be added: N/A ) 4-,f.;; t; . . r • ill proposed revision/corrections add additional increase in building value to ri:iiia�i submittal? IiNo V*Yes(additional increase in building value:$$ 782 0(s. (contractor must sign it increase in valuation) *Signature of Contractor/Agent: (Office Use Only) �! Approved Li Denied L Not Applicable to Department Permit Fee Due SC9. Revision/Plan Review Comments_CG4/a e 4 1 /c, ft eJ " v 17 —To Jo e-ofiy coioct/r-r140/7_'T P Department Review Required: Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / 2 - d 3't oZ q___ Public Safety REVISION I S 1 Q N Date Fire Services ' l UP(1nfed l0/1//18 BP# g2es/9 --©c) S/ DATE /2_ / ? 3 /ao/ SIGNED 14Y7' Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... Date Submitted 7/30/2018 PY Date Validated 7/30/2018 OFFICE Copy Date Approved 8/05/2018 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20100R8C_CAC_NI012954.03 150 160 SH Approved for use outside HVHZ: Yes C1748.01.pdf Impact Resistant: No FL20100R8_CCAC_NI012954.05 150 160 SH Design Pressure: N/A C5189.01._pdf Other:See installation instructions and certificates for Quality Assurance Contract Expiration Date design pressures, sizes, installation requirements, and 12/31/2019 limitations of use. Installation Instructions FL20100_R8_II_ADW-08 150 160 SH CHS Installation \ Fin.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: lll� Evaluation Reports MMS Created by Independent Third Party: ow c M 20100.5 Series 300/85 Single Hung Single Hung Window CS ` Limits of Use Certification Agency Certificate eau �/�� Approved for use in HVHZ: No F120100R8_C_CAC_NI012991.04 300 85 SH V Approved for use outside HVHZ: Yes C9843.01.pdf Impact Resistant: No FL20100_I28CCAC_NI012991.05 300 85 SH L-1Design Pressure: N/A C9986.01.pdf W Other: See installation instructions and certificates for Quality Assurance Contract Expiration Date w z design pressures, sizes, installation requirements, and 11/30/2019 i1 Q. limitations of use. Installation Instructions CO Q FL20100_R8_II_ADW-01 300 SH Installation.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ` / 20100.6 Series 300/85 Single Hung Twin and Triple CHS Windows v Continuous Head and Sill (CHS) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20100_R8_CCAC_NI012991.01 300 85 SH Approved for use outside HVHZ: Yes B8800.01.pdf Impact Resistant: No FL20100_RB_C__CAC_NI012991.02 300 85 SH Design Pressure: N/A B8800.01.pdf Other:See installation instructions and certificates for FL20100_R8_C_CAC_NI012991.03 300 85 SH design pressures, sizes, installation requirements, and B8800.01.pdf limitations of use. Quality Assurance Contract Expiration Date 11/30/2019 Installation Instructions FL20100_R8_II_ADW-01 300 CHS SH Installation.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 20100.7 Series 375/95 Single Hung Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20100_R8_C_CAC_NI012994.02 375 95 SH Approved for use outside HVHZ: Yes D2323.01.pdf Impact Resistant: No FL20100_R8_C_CAC_NI012994.03 375 95 SH Design Pressure: N/A D2324.01.pdf Other: See installation instructions and certificates for Quality Assurance Contract Expiration Date design pressures, sizes, installation requirements, and 01/31/2019 limitations of use. Installation Instructions FL20100_R8_II_ADW-01 375 95 SH Installation.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 20100.8 Series 375/95 Single Hung Twin and Triple CHS Windows Continuous Head and Sill (CHS) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL20100_RS_C_CAC_NI012994 375 95 SH B8801.01.pdf Approved for use outside HVHZ:Yes FL20100_R8_C_CAC_NI012994.01 375095 SH Impact Resistant: No 88801.01.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See installation instructions and certificates for 01/31/2019 design pressures, sizes, installation requirements, and Installation Instructions limitations of use. FL20100_R8_II_ADW-01 375 95 SH CHS.pdf Verified By: National Accreditation &Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3 of 5 12/19/2019,9:34 AM /,5`Hrlr Revision Request/Correction to Comments "AIL INFORMATION HIGHLIGHTED IN / City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES19-0251 ElRevision to Issued Permit OR r--1 Corrections to Comments Date:02/24/2020 Project Address: 381 Sargo Road Contractor/Contact Name: Pete Cafaro Contact Phone: (904)570-0989 trnaii; DSPermitting©gmail.com Description of Proposed Revision/Corrections: The windows at 381 Sargo Rd. are aluminum windows.The code approval on the window is for fin attachment. The windows came without fins or box frame and had to be engineered. The engineering is attached. We will bring in the original -141.1-- •• a- - •-••• • -. Pete Cafaro affirm the revision/correction to comments is inclusive of the proposed chanes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? QNo ©Yes(additional s.f.to be added: ) FEB 2 5 2020 / • ill proposed revision/corrections add additional increase int) Idin alue to original'submittal?. No ❑*Yes(additional increase in building value: $.__ / . )(contractor must sign if incase in v.alLac cr,; *Signature of Contractor/Agent: ,/ (Office Use Only) �1 l/Approved 1 Denied I Not Applicable to Department Permit Fee Du $ St/• Revision/Plan Review Comments COA/o C! IU / Z b — � TA Si /4. i s jU#i dock e. .1 ..5 . ig rev Department Review Required: Building arming&Zoning iewed By Tree Administrator Public Works J 1 2— z j Public Utilities Public Safety Date Fire Services Updated 10/17/18 KAMRAN MOAYEDI,P.E. 26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 949-636-6725 K.MOAYEDI@YAHOO.COM WIND LOAD CALCULATIONS OFFICE COPY PROJECT TITLE: WINDOWS INSTALLATION REVISION BP# (e "S/91-• oa Sal DATE 3 / Z / 1v ADDRESS: 381 Sargo Rd. SIGNED Yn0), Atlantic Beach. Florida DESIGN CRITERIA: 1. DESIGN CODE 2017 FBC SITH EDITION 2. DESIGN LOADS:ASCE 7-16 3. WIND SPEED 135 MPH EXPOSURE B 4.ANCHORAGE: 3/16"TAPCON SCREWS VALLOWABLE= 130# ESR 1671 I NI: 0 Fiizl VICINITY MAP \\\111II11!1/4// • ANEMoi' �', No' •566 ', STATE OF S• • Date: 2/22/2020 MecaWind v2339 :i, zo ca; F:p;,::a.: r FebDate: IFICE COPT :, , Lc: ,„,„ . „:\- ...ructural Calcs\. STD TemplatesiDEFAI:LT .ECA WIND FILE.wrd Basic Wind Parameters Wind Load Standard = ASCE 7-16 Exposure Category B Wind Design Speed = 135.0 mph Risk Category = II Structure Type = Building Building Type = Enclosed General Wind Settings Incl LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz Eg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft SGB = Simple Diaphragm Building = False Reacs Show the Base Reactions in the output False MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topa _ Topographic Feature = None Kzt Topographic Factor = 1.000 Building Inputs Roof : Building Roof Type MonoSlope W : Width Perp to Ridge = 26.000 ft L : Length Along Ridge = 30.000 ft EHt : Eare Height = 8.000 ft R.F. : Roof Entry Method. = Ridge RHt : P.i.dge Height 12.000 ft Theta: Roof Slope 8.75 Deg Par Is there a Parapet = False Exposure Constants per Table 26.11-1: Alpha: Const from Table 26.11-1-- 7.000 Zg: Coast from Table 26.11-1= 1200.000 ft At: Const from Table 26.11-1= 0.143 Bt: Coast from Table 26.11-1= 0.840 Am: Const from Table 26.11-1= 0.250 Bm: Coast from Table 26.11-1= 0.450 C: Const from Table 26.11-1= 0.300 Eps: Coast from Table 26.11-1= 0.333 Gust Factor Calculation: Gus': Factor Category I Rigid Structures - Simp.L.f.i..�d Method 51 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 ;us'. .actor Category II Rigid Structures. - Complete inalys.is Zm = 0.6 * Ht = 30.000 ft Izn; Cc * (33 / Em) ^ 0.167 0.305 Lzm L * (Em / 33) ^ Epsilon - 309.993 Q = (1 / (1 + 0.63 * ((B + Ht.) / Lzm)^0.63))^0.5 = 0.930 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*1zm)) = 0.884 Gust Factor Used in Analyses_ G = Lessor Of Cl Or 52 = 0.850 Components and Cladding (CSC) Zone Summary per Ch 30 Pt 1: h/W = Ratio of mean roof height to building width = 0.308 h/L = Ratio fc mean roof height to building. length = 0.267 h = Mean Roof Height above grade = 8.000 ft Kh = Z < 15 ft [4.572 m'--> (2.01 * (15/zg)^(2/Alpha) (Table 26.10-11= 0.575 Kzt - Topographic Factor is 1 since no Topographic feature specified - 1.000 Ed = Wind Directionality Factor per Table 26.6-.1 = 0.85 GCPi -- Ref Table 26.13-1 for Enclosed Building _ +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh - (0.00256 * Kh * Rzt * Ed * Re * V^2) * LF = 13.68 psf LHD Least Horizontal Dimension: Min(B, L) = 26.000 ft al = Min(0.1 * LHD, 0.4 * h = 2.600 ft a = Max(a1, 0.04 * LHD, 3 ft [0.9 ml) - 3.000 ft h/B Ratio of mean roof height to least hor dim: h / B = 0.308 Wind Pressure Summary for CSC Zones based Upon Areas Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Zone 1 Figure 1 A <= I A _ A. > I ( 10.00 sq ft I 100.00 sq ft 500.00 sq ft psf psf psf 1 I 30.3-5A 1 9.60 -17.50 I 9.60 -1.7.50 9.60 -17.50 I 30.3-5A I 9.60 -20.24 I 9.60 -18.87 1 9.60 -18.87 2' I 30.3-5A I 9.60 -24.34 I 9.60 -22.97 i 9.60 -22.97 3 I 30.3-5A I 9.60 -27.08 I 9.60 -18.87 .• 9.60 -18.87 ?' I 30.3-5F. I 9.60 -38.02 I 9.60 -24.34 .• • 9.60 -24.34 4 I 30.3-1. I 14.77 -1.5.00 I 12.60 13.83 11.08 -12.31 5 I 30.3-1 I 14.77 -19.69 I 12.60 -15.35 11.08 -12.31 * A is effective wind area for C&C: Span Length * Effective Width * Effective width need not be less than 1/3 of the span length * Maximum and minimum values of pressure shown. * + Pressures acting toward surface, - Pressures acting away from surface * Per Para 30.2.2 the Minimum Pressure for C.AC is 9.60 psf [0.460 kPa) (Includes LP} * Interpolation can be used for values of A that are between those values shown. OFFICE COPY 2u 2a Q f0 h i r r r t --; ' Roof not Shown r r 5. 5 I 4 4 • 1-- --- �.i •.. • 5 I r Walls �, (j r--- ----1-1-- a a ' j P1.:AN KAMRAN MOAYEDI,P.E. Project: 26180 ENTERPRISE WAY NO.300,CARE FOREST,CA 92630 Job It: 949-636-6725 By: KM K.b10AYEDI@YAHOO.CUM Date: 2/22,11020 Window 1: .....__..................... 37" OFFICE COPY U Glass Design: OAH= 37 In t(Frame Width)= 0.75 In Glass Height= OAH/2-2t= 17 In Glass Width= 35.5 In Wind= 19.69 PSF See Glass Calculations=> Glass OK Window Jamb Connection: W(width)= 3.1 Ft H (height)= 3.1 Ft WL(wind load)= 19.69 PSF S(connection Spacing); 12 In P(Load to Connection)=WL*.5H*S= 30 Lbs. Pallow. (Table 2 ESR 1671)= 130 Lbs> 30 lbs==>OK Use 3/16" Diam. TAPCON Screws @ 12" O.C, 1-1/2" Embd't KAMRAN MOAYEDI,P.E. Project: 26180 ENTERPRISE WAY NO.300,LAKE FOREST,C4 92630 lob It 949-636-6725 By: EM E.MOA:YED.8)YAHCi. COM Date: 2122:2020 .. _._..... ............................... Window 2: OFFICE COPY 37" A ______:,.,-,;,,,r—,,, Glass Design: OAH= 25 In t(Frame Width)= 0.75 In Glass Height= OAH/2-2t= 11 In Glass Width= 35.5 In Wind= 19.69 PSF See Glass Calculations=> Glass OK Window Jamb Connection: W(width)= 3.1 Ft H(height)= 2.1 Ft WL(wind load)= 19.69 PSF S(connection Spacing)= 12 In P(Load to Connection)=WL*.5H*S= 21 Lbs. Pallow. (Table 2 ESR 1671)= 130 Lbs> 21 lbs==>OK Use 3/16" Diam.TAPCON Screws @ 12" O.C, 1-1/2" Embd't KAMRAN MOAYEDI,P.E. Project: 26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 Job It OFFICE COPY9496366725 K.MgAYE By KM UIrLL�Yk1t00.fAM Date: 2(22/2020 Window 3: 111., /0/)/ ///4/ /:///// /0j , Glass Design: OAH= 49.5 In t(Frame Width)= 0.75 In Glass Height=OAH/2-2t= 23.25 In Glass Width= 35.5 Wind= 19.69 PSF See Glass Calculations=>Glass OK Window Jamb Connection: W(width)= 9.3 Ft H (height)= 4.1 Ft WL(wind load)= 19.69 PSF S(connection Spacing)= 12 In P(Load to Connection)=WL*.5H*S= 41 Lbs. Pallow.(Table 2 ESR 1671)= 130 Lbs> 41 lbs==>OK Use 3/16" Diam. TAPCON Screws @ 12" O.C, 1-1/2" Embd't Glass Load Resistance Report -- 381 Sargo Roach,2020 Glazing Information Project Details Edge Supports: 4 Sides Project Name: 381 Sargo Road Glazing Angle: 90° Location: Lite Dimensions: Comments: Window 3 is the most critiO "�"per Width: 35.5 in. � CE COPY Height: 23.2 in. Glass Construction (Rectangular) Double Glazed Insulating Unit Air Space: 0.5 in. Outboard Lite Inboard Lite Glass Type: Annealed Annealed Nominal Thickness: 1/4 in. 1/4 in. Short Load Duration, Resistance, and Deflection Data Load (- 3 sec.): 19.7 psf Load Resistance: N/A Approximate center of glass deflection: N/A Long Load Duration, Resistance, and Deflection Data Load (- 30 days): 19.7 psf Load Resistance: N/A Approximate center of glass deflection: N/A Conclusion Calculations have not been performed. Statement of Compliance Procedures followed in determining the resistance of this window glass are in accordance with ASTM E1300-09/12. Disclaimer: This software can be used to determine the load resistance of specified glass types exposed to uniform lateral loads of short or long duration subject to the following conditions: -The glass is free of edge and surface damage and has been properly glazed in the opening in conformance with the manufacturer's recommendations. -Procedures exist to determine load resistance for rectangular glass assemblies that are: a. Continuously supported along all four edges, b. Continuously supported along three edges, c. Continuously supported along two parallel edges.and d. Continuously supported along ono edge. -The software user has the responsibility of selecting the correct procedures for the required application from the software. -The stiffness of members supporting any glass edge shall be sufficient that under design load.edge deflections shall not exceed L/175. where L denotes that length of the supported edge. -The manufacturer states that the Safety Plus II 0.090 Polyurethane Large Missile Resistant interlayer is comparable to the PVB interlayer. For other limiting conditions that may apply,refer to Section 5 of ASTM El 300 and local building codes. Neither SDG nor GANA guarantees and each disclaims any responsibility for any particular results relating to the use of the Window Glass Design 5 Software Program. SDG and GANA disclaim any liability for any personal injury or any loss or damage of any kind,including all indirect,special,or consequential damages and lost profits, arising out of or relating to the use of the Window Glass Design 5 Software Program. Prepared by: on 2/22/2020 Window Glass Design 5 - Version [1.31] Page 1 of 1 Details Report -- 381 S a rg o Road Saturday, February 22,2020 OFFICE COPY Lite Sketch 35.5 in. 90.0° < 23.2 in. Window Glass Design 5 - Version [1.31] Page 1 of 3 Details Report -- 381 S a rg o Road Saturday,February 22,2020 6.0 mm (1/4 in.) Glass Long Dimension(in.) 0 20 40 60 80 100 120 140 1011 180 200 OFFICE COPY 140_ 6.0 mm(1`41in.)Glass 0.5 Nonfactored.Load(kPal Four Sides Spimply Supported 120- Pb=0.008 I 3r U(, 3-Second Drration :7 c 40011111 1.0 st FV f i1> 8n- = • v o NO o 61- �5 1. 2000n 0 30 p v: 40- 0`U 10005. • U - 7.oCd�10.0 .�� _ 0 moi'_ 1"_ ... .-- 0 0 // 1000 2000 3000 4000 5000 Long Dimension(mm) Short Duration Load Non-Factored Load: 137 psf Glass Type Factor: 0.9 Load Share Factor: 2.00 Load Resistance: 246 psf Approximate Deflection: < 0.01 in. Long Duration Load Non-Factored Load: 137 psf Glass Type Factor: 0.39 Load Share Factor: 2.00 Load Resistance: 107 psf Approximate Deflection: < 0.01 in. Window Glass Design 5- Version [1.31] Page 2 of 3 OFFICE COPY Details Report -- 381 Sargo Road Saturday,February 22,2020 6.0 mm (1/4 in.) Glass OFFICE COPY Long Dimension(in.) 0 20 40 60 00 100 :20 ;40 IM) 180 200 140 6.0 mm(red Glass os -I Ionfactored;LoLoad(kPal . Four Sides Smply Supported AIMELIMIIMI Ito- Pb=0.008 Isum Second D tion (7111111111 �/ .. c . 1G0 - I f I//�f c iI J i 1.2> -_�'I v So- , AllanillErillil 3.014E7MEM IINIV!�I it s J.0 Allillg1►Milli s V2 401I so �- �,����' - ! ID UO ;f 10.0�. .� .r�,��monimmoimmm- 0 0 0 1000 2000 3000 4000 5000 Long Dimension(mm) Short Duration Load Non-Factored Load: 137 psf Glass Type Factor: 0.9 Load Share Factor: 2.00 Load Resistance: 246 psf Approximate Deflection: < 0.01 in. Long Duration Load Non-Factored Load: 137 psf Glass Type Factor: 0.39 Load Share Factor: 2.00 Load Resistance: 107 psf Approximate Deflection: < 0.01 in. Window Glass Design 5- Version [1.31] Page 3 of 3 REVISION �FF�CE COIF` BP# QCs,q'-oar/ DATE 3 / z j v S!GNED_____ i'� r . _.. KAMRAN MOAYEDI,P.E. BLO K WALL 1"BUCK CAULK TRIM trun:_;o.,...c,]r ,:m S.,Noe:e p 26180 ENTERPRISE WAY PerBUildis i0 eP rt ,,.,y 1,.} NO.300 - LAKE FOREST,CA 92630 111..k-, ... 11 C. C: ri;c t iPZ• .�T3�tt--'.' II Addi t =� (949)6366725 /A� 1 — ° t K.MOAYEDI@YAHOO.COM � ...... „*= _. � �.. � {Lid :: ,Yt11,HIHf,,, I£”MIN.EMB D'T �'�as sr�•,re Un,::S,.o. J �e¢ �a' I PLAN VIEW AO:, STATE OR OF w 12"MAX 2:, iA l�`y.S:2ORIOO: G\��� X X X //'/llnnIn10\.\ 41 _N ]�, BLOCK WALL X > " C (psi) , wiDTH I i H4tGHT(;n 1 p MIN.EMBO'T - { s a 108 1 ;7 oK _.1 1. I rs- nn _0 1 72 1 72 TRIM I:M II 1.THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENT 1 ONLY.WINDOWS SHALL BE INSTALLED PER ASTM E2112 OR FMA MMA ICO 2 INSTALLATION ANCHORS SHALL BE 3/16"TAPCONSCREWS WITH CHARLOTTE SHEPARD SUFFICIENT LENGTH TO ACHIEVE 1-I 2 EMBEDMENT INTO BLOCK. 381 SARGO ROAD ESR 2202) ATLANTIC BEACH,FL 32233 3.ANCHORS SHALL BE LOCATED 2"FROM THE CORNERS AND MAXIMUM OF 12'SPACING. 1y. ::::i ', a.G_AZ S TYPE.GLASS C TYPE.AND GLASS HALL COM ARE WEE ESTABLISHED BY THE CERTIFICATION LUN AND SHALL COMPLY W TH REQUIREMENTS OF ASTM E1300.GAZING TYPE SHALL BE INSULATING GLASS /� 5 PRODUCTS ARE NOT IMPACT RESISTANT.IF USED IN WIND BORN DEBRIS REGIONS.APPROVED PROTECTION DEVICES ARE REQUIRED. 6 PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZONE(HVHZ'' SECTION Date _ _ TYPICAL ELEVATION WITH FASTENERS NOTE: FAST RSA HE BOTTOM OF 1 OF 2 WINDOWS & MAY BE OMITTED W. OFFICE COP -T REVISED 322 37" KAMR AN MOAYEDI,P.E. 37" 26180 ENTERPRISE WAY r.... NO.300 LAKE FOREST,CA 92630 (949)636-6725 K.MOAYEDI@YAHOO.COM SAN MOqNi�i No ,66 r /// .. STATE eoF _ WINDOWS SCHEDULES p,, M K!', ,.EW a 3r sr ua snr�vsssu.-ulowE .._. Ft;•°<ortiD?:•G��.� T® 5 ULTRAL WWF M!I FTYMA5SUt'RM:OW E ///ONI 1 0°�\\\ 3.7".1.5_741, SAF61.655 UL"RAL!1/1"..'E NEW }3 } 5 FT 61655UL-RAL LOWE _ / /7/ `WE DES764,FOR WI NDOw COVERS WR ICON'S i nt�D•, —__._.. ill" CHARLOTTE SHEPARD 381 SAR6O ROAD ATLANTIC BEACH,FL 32233 / // rn' ;‘,/,//:7 1 d'; � xw. 2OF2 Swa Yun:,r,'.