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2400 Stevens Ave - BR18-004422 - SCREEN ROOM REMOVAL AND REPLACEl uilding & Fire Prevention DivisionVol—, PERMIT APPLICATION Application No: (411 Documented Construction Value: $ ?() `S Job Address: t (r 7 {-hid'- Historic District: Yes No Parcel ID: -2 -6q6t-) Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use[] Move Description of Work: :fC ADfk!,q t= b ,,.. , 4-"- Cry I s-t ,- Plan Review Contact Person: LLnL-. Title: Cit),n h-- Phone:) Fax: Email:. G f .5f-4-cef) jSrC Property Owner Information Name C ` I —`»`-44 , Phone:<L7 .3e" 8?d Street: c-"N1olp Resident of property? City, State Zip: fcin 45;f—JFIB. LtAkun T_0A_C2 Contras#or Information 1 NameIjtl`-Y '} %1 Phone: Street: oS 2q : C6A- -T r 6_ City, State Zip: Fax: State License No.: Jim 13 1)50,29 Arch itect/Eng 1 neerInformation Name: T Phone q07) 73 1 " 19 70 Street: q!yo Fax: City, St, Zip: OcV&n kc- 319 J E-mail:61i,o*',rgArv,C('on r?c Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF M I COMMENCEMENT. 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 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, boilers, heaters, tanks, and -air conditioners etc. FBC 105.3 Shall be inscribed with the date of applicationand the code in effect as of that date: 6"' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ofthe executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that.all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sign,, b Print Agent's Date Signa of ntractor/Agent Date e s,.l ; ej Signg3 re ofNotary -State ofFlorida Date AIRY Braden Sitbrann c NOTARY PUBLIC L STATE OF FLORIDA Comm* GG215963E194 Owner/Agent is PeFs6ffia§?%9A n to Me or Produced ID _LCType of ID nL Print Contractor/Agent's Name a P/0- - i - / e Signature o otary-State of Florida Date 401, Braden Sittmann NOTARY PUBLIC STATE OF FLORIDA Comrn# GG215963 Expires 5/9/2022 Contractor/Agent is Personally Known to Me or Produced ID I/ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: /4 -79, / 15 ENGINEERING: of Heads UTILITIES: _ FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: `--r f ' /S' f9 COMMENTS: OX H 0- SC_%der eoeeh a,.t°y rs+tact a A J r{eiauepnee; oh e4.,1s4-rn:1 s1,tL as SACZwH on Revised: January 1, 2018 Permit Application Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FLInst#2018125572 Book:9242 Page:1505; (1 PAGES) RCD: 11/1/20182:04:41 PM REC FEE $10.00 Name:J Y. n Addresal 7r AA A NOTICEOF • State of Florida County of Seminole Permit Number. Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes; the following Information is provided in this Notice of Commencement. GENERAL DESCRI ON OF IMPR VEMENT: OWNER INFORMATION: ,^ ` Name: V YJ `5 1 Address: Oyno F 3- 2 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR Name: - Ge -wt 1n Address: G r f Persons within the State of Florlda Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (Theexpirstion date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART i, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. U der penalties of pe ' , 1 declare the I have read the foregoing and that the facts stated in it are true o e best o y ryge a d elief. e ignatute Owners Printed Name F Statue 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of A106_ County of 1 1LnQ Le s/ t,• The foregoing instrument was. -acknowledged before me this 1- —day of V0CX -+ Q y O °° h; fi C;1 by C t J i A' -1 lam[' r 3'V1 i. Who is personally known to me tJ Q Name orperson making state-,rn c- J OR who has produced Identification lid type of identification produced: ) ) L( ` i'ZL n00RHO t Braden Sittmann NOTARY PUBLIC STATE OF FLORIDA Comm# GG215963 e Expires SYW022 Screen Enforcement,11c, State Licensed Contractor: SCC-131150283 386-775-2277 EcomSCREE14FQscr-aen repair i 0 )00 D I Address: 2400 Stevens Ave Sanford, FL 32771 Estimate Date: October 9, 2018 Screen Room Build Estimate: 8,055.00 Screen Room Build:. Permitting and engineering fees. Screen Room to Include Insulated Roof 26X11. Screen Room Walls are to be 10X24X10. Screen Walls are to Have 16" Kick Plate around the Base of Wall 2) Fan Beams 2) Doors All American Made Phifer 1814 screen. 10 year warranty on build 5 year warranty on screen. Option 1: Using all Super Screen on Room Build add $445.00 CA6 - Option 2: Putting Pet Screen on Bottom 36" add $416 Option 3: 36" Kick Plate around Bottom of Room add $627 Available Start Date: 2 Weeks After Permit Issued Work requested should take 1 day to complete. Thanks for the opportunity to serve! Deposit 30% $2,417.00 Draw 30% When Permit Issued $2,417.00 Final 400% Upon Job Completi 3,221.00 1U)2o1 11.0m j2gQ=&Kvev SURVEY #FIABL=5 2409 SIEVENS AVENUE S SANFORD. RONDA 32771 LEGAL DESCRIPTION: LotThe Nab36 F••t ofLd7atd alld h* A Nock 9 Book 92 t MaM t'uED be offli6AlI OIE Cowly. R MOA! cwn nmgy MYrb•r:1202E1 PCX W70Suffix F YM. x Date: F.LRA1, Ddr. 09 FbodZon• X ft. ld WOAc 11/lW20ECanpM4tt 11119/2008Ima-r4tar 0••27yi1VJEN) 0-1 tt/»/laa) (.+a 37/19/mo) CTAFL CERTIFIED TO: M7337 CRV% M SIMISM WATSON THIS INSURANCE, RIG - FL IAUDVAKU ; ATTOME S MU INSURANCEMID, TIC.: NBGNSORNOOD FUNDING, aim . For Surveyors Notes and Legend, see pope 2 Rtetrmas SOLFCtRYAMIFY S8110'KEECOLMY b d AT12i0 n AM- 49R1ti i 0IK 61Dr t$1 , o 9 IlT tit ei16' six 9 _i t I Sin Q ILDT a4N S$ h21 4 z ion ntrI 1RRDUIAEERff qn 9 AD f a i 1/ 1 It wlncr IF IM(g) ax tm a NR9 2lP PCIMSLYNT8F37 yq.I M err• tlry M71E-lS14A016ZQNM01 d 7Eh1/60 AA•r/ Ysl illuYr llT SfALtL?D BYL7l1' vmnwasnwR Sm ~, rf0 wo lip w FYI w„ rare M d•GliYaywJr/ 4 r/ Ow9r GRAMW D1: z (in n . 9 N o 1 kbab - 4V M Odocnlb: t - N. caaw — MMlD{/ CWiYD.001 LafT mO • OI.ANW.R V: t900.1IS 19f6 GIwl1>-iffi] Yck heYC- \ I cx a cj CQJ 7rf G 11vC '7rnvvJ•, AC®R 7 0 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 05/15/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRoouceR Advantage Insurance Group, LLC 555 W Granada Blvd Ste D11 CONTACT NAME: ArcoNo, Ext : 3866153353 AArc, No): E-MAILADDRESS: Ormond Beach, FL 32174 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Florida Citrus Business & Industries Fund 31259 INSURED SCREEN ENFORCEMENT LLC Screen Force INSURERS: INSURER C INSURER D : INSURER E : INSURER F: Phone: 3867752277 Fax: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER MM DOIYYYY CY EXPMM/OD YY LIMITS GENERAL LIABILITY EACH OCCURRENCE 5 COMMERCIAL GENERAL LIABILITY DAfrtAGE PREMISES (Ea occurrence) CLAIMS -MADE 0 OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG S SPOLICY7PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident S BODILY INJURY (Per person) ANY AUTO BODILY INJURY (Per accident) AUTOS ALLOWNED gUTODULED PROPERTY DAMAGE Per accident SNON -OWNED HIREDAUTOS AUTOS UMBRELLA LIAR OCCUR EACH OCCURRENCE AGGREGATEEXCESSLIABCLAIMS -MADE DED RETENTIONS SI A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIEtOR.PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? Y Mandatory in NH) N I A 10659649-2017 01 /01 /18 01 /01 /19 X WC STATT OTH- RY S ER E.L. EACH ACCIDENT 500,000 E.L. DISEASE - EA EMPLOYE S 500,000 E.L. DISEASE - POLICY LIMIT S 500 000Ifyes, describe underDESCRIPTIONOFOPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101. Additional Remarks Schedule, if more space is required) GtK I It Ih:A I t MVLUtK I IVty Volusia County Growth and Resource Management 123 West Indiana Avenue Room 203 DeLand, FL 32720 Phone Fax: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Debra C. Ruedisili ( -T `-Q U 1.993-2014 ACORD CgKPOKAFIUN. All rignts reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD RECORD COPY Address: 1083 Diplomat Dr, Unit 107 City DeBary Zip Code: Phone/Fax: 32713 386-473-6050 Email: Clint@ScreenForce.com Choose;One Mail Pick Up SARE-QRa QU1LDIN D1ViSl0N A PERMIT ISSUED SHALL BE CONSTRUED TO BE AJCENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITY "r0 VIOLATE, CANCEL, ALTER OR SET ` ASIDE AI\iY OF THE PROVISIONS OF THE TECHNICALODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANSCONSTRUCTIONORVIOLATIONSOFTHISCODE 1`ed EX Accouht # °'959837414 RE -File WFed Ex/UPS* 3 # of Copies Single PDF Each Page Separate For FedEx option go to www aluminumscreeiidesi ng com and provide FedEx/UPS account #) Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811. Office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: alurhinumscreendesignCu%yahoo.com WebSlte: www.aluminumscreendesign.com GA#30930 ALUMINUMSCREENDESIGNIffloA, Z11D-Alumi'num & CQnSii.UC.t1or i_t,giri,e,r3.ng Ultimate Wind Speed (mph): Exposed Category: G Risk Category Pool Screen/Ca'ge Dome Gable Mansard/Hip Shed/Slope Gutter Fascia Block Wall Conventional Wall Beams X Uprights X Purlin X Chair Rail X Beams X Uprights X Purlin X Chair Rail X Kick Plate Car Porn, Patio over: Insulated Pan Roof Gutter Fascia Block Wail Conventional Wall 4' Wall Beams X Post X Concrete: Existing New: 4"Slab Pier Ribbon Footer X Pavers 6" Thickened Edge Other: Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction betweer the plans and the general notes.and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FIL 32811 CA#30930)-Ph 407-734-1470/Fax 407-734-1790 s D A L U d° I N ca d 3"' Z.N 0 E%Gu N m i n u rr. 8 .siruc:i on E n g re n9 General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2017 (6' Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads- Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psf) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both oftwo orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himselfto any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coef£ Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com g " Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. t All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning ofholes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum # 12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be'/4" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com UA",I NUlvl. SC RJEE151, IimA 5 DA rninirr: & C:o n iruC `i. n G; F. n.g ; n e e'.7g Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-01, 1 2 x 5 9'-01, 2 X 6 12'-0" 1 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of V-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com In the event of a confii in me;iber sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. Engineer: Michael Thompson, P.E. 47509/CA30930 Ar4' ALUMINUM SCREEN IGN EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM 3 ° INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 910 1" PER SIDE FROM ENDS 24" O.C. ROLL FORM GUTTER IS ATTACHED TO L-j 3" PAN ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL , 2X2 POST .046 OR GREATER 2 HINGE 2X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. 2X3 FRONT WALL KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. 4. UPRIGHTS ARE ATTACHED WITH: INSULATED ROOF IS ATTACHED TO BLIND SCREWED WITH (3) #10 3", ALUMINUM STRUCTURE WITH #10 4" CAPRI CLIPPED WITH (4) #10 1" PER CLIP FROM ENDS 24" O.C. BLIND CLIPPED WITH 4 #10 1"PER Cl 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO WITHEITHER: UPRIGHT W/ (2) 410 1" & INTO CONCRETE BLIND SCREWED WITH (3) 910 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR 2X2 & 2X3 CHAIR RAIL BLIND CLIPPED WITH 4 #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: IX2 IS ATTACHED TO CONCRETE BLIND SCREWED WITH (3) 910 2" OR, WITH 2-1/4" X 1/4" TAPCONS CAPRI CLIPPED WITH (4) #10 1" PER CLIP & 5" X 1/4" IF THRU PAVERS) BLIND CLIPPED WITH 4 #10 1" PER CLIP 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGMCOM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" CONCRETE EMBEDMENT DEPTH YAHOO.COM SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH ORLANDO, FL 32811 FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # 475 09FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0 ate,'• FL # FL7561-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@doldmengIneering.net Technical Representative Bruce Peacock Address/Phone/Emali 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 bpeacock@elftealum[num.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Reportfrom a Florida Registered Architect ora Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. # CBUCK, Inc Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards certified By Sections from the Code I Validation Checklist - Hardcopy Received E17561 R4, COI Cert of Indeoendence.odf 1709.2 https:llfloddabuildini).orgtpdpr app "asp)k?param-wGEWOwtOgsWkzX72BauCecN&Ivc%2bRBYM6sOHgNnio%3d 1t7 1/2/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Sumntae1f ofProducts aFl- # IModel, Number or Name Description 7561.1—__._. Aluminum/AluminumCom "/4 ._._.. — Composite 3"/4°/6°x0.024"x31b. EPS Composite Panel, 3"/6"x0:032x11 Panels EPS Composite Panel, 3'/4"/6"x0.024"x2lb EPS Composite Panel, 3'/40/6"x0.030 aIh EPS Cam posite.Panel, Limits of Use Installation Lfstruetlanro Approved for use in HVHZ: Yes FI.7561 R4 11 2017 FBC-Elite Aluminum Corp -Install Approved for use outside HVHZ.- Yes Instruct.ndf Impect Resistants No VerHiad By: Do Kim, P.E. PE 49497 Design Pressures +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered living :1 Evaluation Reports areas per FBC Section 1616 unless Impact protection Is „ F17561 R4 AE__FL 7561 Evaluation Report-2017 FBC.odf provided. See Installation drawing for nominal allowable design -'-: Created by Independent Third party: Yes pressures and spans. r>,aak r3- Contact us :: 2601 Nair Stage Read, Tallahassee FL 32M phone: 850-487-U24 The state of Florida Is an AVEEO employer. Copyright 2007-2013 State of Borlda.:: PrIvey SUtement :: Accessibility Statement :: Refund statement under Florida law, email addresses are public records. If you do not want your e-ma0 address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questlans, pierce Contact $50,487,1395. Wursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed underChapter 455, F.S. must provide the Department withan small address Ifthey have one. The emaik provided my be used for official communication with the0censee. However small addresses are publicrecord. Ifyou do not wishto supply a personal address, please provide the Department with an email address which can be mode available to the public. To determine If you are a licensee under Chapter 455, F.S., plam dick may_. ProductApprvaf Aix.... ML46 e nint. httpsJ/floddabuihiing.org/pNpr app dti.aspx7pararn--wGEVXQwtDgsgJkzX72BeuCecN82vc%2bRBYMBsOHgAjmo%3d 2/2 ELITE PA 3 -0-24i(ALLOWABL r MET SPAN TABLES LB EPS PANELS AR SPAN CHARTS) ALLOWABLE SPAN (FT) 4' x 0.024 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NE7 ALLOWABLE tihX. ALLOWABLE SPAN (FT) LOAD CPSF' L-i'Bp L/120 L7i i40 10 1 :aD 17.17i 43 1a77 .A97 UP 6 9 A- Na a 9»5 .5F 4 L3T6' x 0,024 xx 1 - € B BPS PANELS A- LO!/ABI.E CLEAR SPAN CHARTS) NET_ - TPAX. ALLOWABLE SPAN (FT) 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads {psf}- 3' x 0.032 x 1 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NU ALLOWABLE LOAD (PSF)t MAX, ALLOWABLE SPAN (FT) Lf00._. L/120 L/180 L/240 7 4 a FrF 46F. Fwar- 4.a tl 3L 40 W i I2: 22 2631 WID. 71 8 7 as4,3r,. 4 x 0.032 x 1 LB EPS PANEL AlLO`-rttBLE CLEAR SPAN CHARTS) NC'`. MAX. ALLOWABLE AL.LOWAB '< SPAN (FT) LOAD ( PSF) ''. I@0 Llt2 Lt180 L/2246 a rasa: w 2¢. Rea yI_j i40 tRe4 tT Yn:741& 7e 1S74 t4 4 79 6' x G,Os?_ x 1 $EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NFT Ai LLWAW CPSF) MAX. ALLOWABLE SPAN (FT) L/ 80 L.l120Lf(F30 Lf240 iJ'-" a4.o¢. z4 tr zD 2334 sari.._ 1 eza 2 u' ibl7.02 zf- 15. 42 a t we fC do1744 iS. taTe 3' x 0.024 x 2 - LB EPS PANELS ALLuWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD [ PS_F)i MAX. ALLOWABLE SPAN (FT) Ll80 Lt120 L/186 1L/240 l63& Ius 16fi A6 tEB 4S7 e IF f416 68r aX 4' x 0,024 x 2 - LB EPS PANELS ALLOWABLE C€..FAR SPAN CHARTS) NET ALLOWABLE LOAD ( PSF)1 MAX. ALLOWABL.F SPAN (FT) L/ 80 Lf120 L/180 L/240 leaiEZEa 7 77... t 1 a NZ-1. T ib2) l6 40 12.3618.:, To-m14.a4 36 V.M 1 3 JO fa. 14,73 11E t3dfS 9.936 x 0,024 x 2 - LA EPS PANELS CALL] WABLE CLEAR SPAN CHAR-S) NET ALLOWABLE t UAD (PSF)1 MAX. ALLOWABLE OWABLESPAN (FT) LtBD L/120 LL180 L/24D ea93_ e¢ 23 dx aaa PM A 6647 2a. E L661 IE970Zli-419J7 9.57t GENERAL NOTES, ;_ I . Cornposhe panch shall be constructed using type 3003-11154 Wuminnm iachtgs, Ior 2 PCF AM C-579 ewpenser bmW EPS Adhere to Shfinitnan facings with AshlandChemical 2020D ISO grip, Fabrication to be by Cane pe nd I oducts only in UWrdace.with approved fibmationmOnJI. 2. Elite roof petds apt€nialn a UL 1715 (jut) ctm181(cd) mIng attd are `ICR-501 approved. 3. This spttdRm((on Iran baeet designed and shad bu fafxieated in accordance wGt1 the requirements of dx PEorida Bonding Code6r Editka (FHC) compoStcpantlscomplywhhCtmpter7Secton720, Chnptcr B Section 803, Cksa Aintedor finish, and ChapOer 26Section 2603. All !scat build n%tde nlTmndments ehaU be Adhered to as requited, 4. 1'he tIesigncT ahatl tfarrmtnetry accepted eng0leerine pttscticc the sIFfiv.;ible loads for site spank load oond'aioes (tneludIng bad carabitrSiel®r) tleFngdIedatafromdunw1t°w¢bb InwYl: tables ¢ad giama iw !Isla approval, 5. Dttkedwt [itaib and allowable spans bavc been 1'Isted m rocs FHCiocltldug dl¢ I[YEIZ In HYFIZ, this product Shall be used in steuetives`eat tobeeon¢idttdllivingarena" per Section 1616 wnkss impact roeFRance in iccordarH)e mtheH VHZ requ§ernetta seaatet- 6. Swkty flomr of2. 0 has been oaed todevelop allowable loads and spans Pont !eating in accordance to the Guidelines, for Aluminmtt Smadburs Pert IandconformtotheFHCChapL•r €6 and 20. 7. Testing has been conducted InaccordancetoA.STM Lrn-05: SheagthTcA of Panda for Building Consuveti°n. 8. Referencetfti Oworts: HLr"5-1988, HCll-06.2 t 04, HE7I-06-2066, HE:T]-06-2105, HETI-06LW67, HbTl-03-1002, HET]- 06-2107,1W11 05- 1987, f IETr-0&2069,11E11-06-2070, HE[T-)6.2071, IIETt-05.1994. IIE':TFd5-1941, HETC-06-2D72, HETI416-2073HETI-06-2074, HE7I-05-1996, HE71405-1999, fire 05-1993, HETI-9lS-1995, HETI-o5-1993, HETI-05- F99Q Hen,-6 1997, HETI-05-2037, Hkf1-05-2029. HFTT-05-2039- 1-1IFTT-05-2030. HETIA5.2041, HC77-DS-2049, NETI- 05.2036, H913-0S-2031, HET"S-2038, HETI-05-2065, HET7-05-2-040, IiETtOS-2042. 9. Urm interpplation shall be allowed for rip= within the tables shown, 10, Panels with finshallbecortskta,sd equivalent 10 Smilpr panda wi&cut fan beaus- Design profesionals may inehlle the rcfillo Am beamtoexceedshownfianrestt Dan of tdte-w)aeirtc c"jShN er UL I'eIIii. 1'. 4' x0.03C x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN ( FT) ALLOWABL LOAD (PSF Lt80L/ t20 L/180 L%240 10 L 24:17 4,1 Et 4MAI 4n 1 W TO I men 12, 59 L..A 6' 0, 030 x 2 - LB EPS PANELS ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) 1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/190 i L/24D 17 Do ra a a4 z 2263 M& 3.3 2H,84 Stl2C}9 M2L89 40 90ijj _• p' 60 iTgp a I6. BT te4j SEAL JOINT WITH CIINTINUIXIa CAULKING ooao O000Oa 30000000000f INTSIn BO$ffi.. SECi10N. TH:DW{6 IdtFTER IBN C =4' NA% WIDTH Bond- of m DRIP CAP L N4-/ FT HW 00o SLOPE) o°o° o°o O°O°O°o°0°o° i EPs cone ILs off a.tl p°°°°°° At.LrfINUHBUTIEWN FACINGS Ob0 M--CLEAR SPANtU INSIDE TO INSIDE- C° ...._..._Byt o° ENGMEER OF RECOM) TDP191WIDEFMROOFCONNECTIONSa ADD THICTDE35 IF 36' VAX IN FRONT 125% SUPPORTUM aTRUCTIIK DETAIL IT VALL Fiat TOTAL n° OF PANEL WIDTH a SIDES THIS OR ANY OTHERENGINEER, PANt1 SPO" t2' MAX AT SIDE%) EPS ROOF PANED SPAN DESCRiPTR)Nt 00 KIM ale AS SEIC)IATES, LLEI CONSULTING STR U CYU RAL ENGINEERS PO a" total T4ttat 5574ata AUL R° a,I a obNaeaAe rA No. - FL-1001eT Tit DO Kim & ASSOCIATESp LLC CONSULTING IBTRU13TURAL £NGINErLRB Florida Board ofEngineers Certificate ofAuthorization No. 26887 Product Evaluation Report Date: August 10, 2017 Report No.: FL# 7561-114 Product Category: Roofing Product sub -category: Products Introduced as a Result ofNew Technology Product Name: EPS Foam Core wl Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3.005 (2) Method 2 (b) of the State of Florida Product Approval.. Re-evaluation ofthis product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates, LLC and Do Kim, 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. This product has been evaluated for use in locations adhering to the Florida Building Code, 6s' Edition FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code, do not exceed the design pressures as shown on the approval. 4 iC 3 m.#+..e.ewr«w.k+buar..ako.r. AL ..`- nn+i„aaaauua,v.ugma.wre ..er t .. - pMtlxwfwrt.nMowuMrMYyh+land J.Mfx eyvN.e mwEMw9(espe4c.wkrapbi mrrara tr maa.sd DO Kim, P.E. FL #49497 P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 1 of 3 DO KIM & ASSOCIATE$v LLC CONSULTING STRUCTURAL ENGINEERS Supporting, Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6`s Edition (FBC), Section 1709.2. 2. Drawings: a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc. HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06- 2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1.991, HETI- 06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI- 05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036, HETI-05-2031, IIETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI Laboratories, LTD.) (FBC Organization #QUA7628). P.O. Box 10039 813.857-9955 Tampa, FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO Kim & ASBGCIATEs, LLC CONRULTINQ STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated. compliance with the Florida Building Code 6`b Edition (FBC}, Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In. HVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site -specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements ofthe FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80 for spans < 12'-0" and L/l80 for spans > 12'-0"). 1.0. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001. P.O. Box 10039 813.857-9955 Tampa, FL 33679 dkQa dokimengineering.net Sheet 3 of 3 D© Kim & AssocIATESp LLC CoNsuLTlNt9 r! IrxuCTuiaAL E:N®rNImz R® Florida Dowd of Engineers Certificate of'Authorizati.on No.. 26887 Certificate ofIndependence Do Kim and Associates, LLC.. and Do Kim, 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 ofthe product named in the accompanying Florida Product Approval Ft. #49497 P.O. Box 10039 $13374,0321 Tampa, )1 3.1679 813,374.0322 (fax) am rIIA CTAFL ti LEG& DESCWFIOR WNW mot& Fiji GF&dT dadmf dot k mix* o t112 toM OtAk ftcds Caw lY, i QR A. C W lb la tom! am sumcF bidex Dakic FJAA . OcOsc mmd toes x RAid ft*M wNbkm ws IVWAM 0410 "Awn" fmo WMAWR CWTWIR) TO: VC,'-30- fUFOWw- 1009) RI am, gem . swum 9 lIMgEEtoufIi J 2-ell 24ft w is 4.5 ax I KS La 2 auc _ LOT7 nx tUcosOFWr - INX C3 XF,ccE ' a a 1 d4/1ii# Nyrr GRAM 9= (k FowQ