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1113-1115 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Certificate of Occupancy Scn4 �.l Footing Slab Tie Beam Lintel Footing Slab Tie Beam Lintel Nailing/� Sheathing OS cewce- ,,A Framing 9 •s• O s Insulation o Building Final b ,,inage Inspection: 'ermit # -mit # ections: ELECTRIC Tem .Power # JEA _Release Date Temp. Power Letter Rec'd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date / l •� Inspections: Steel Elec./Grounding Inspect: Nailing/Sheathing Type Work: Phone # 24l --[2zz Phone # „ Date Issued: — MECHANICAL PLUMBING Underslab 12 -2-V-0 Piping Water/ Sewer Rough/ ugh Topout schanical Plumbing j nal ��Final -.-. Final. Final. —� Final (---� Date Paid: (-- City of Atlan Building Dei Certificate of ( This Certificate issued pursuant to the rt Florida Building Code certifying that at was in compliance with the various i building construction or use. For the folic Date: October 28, 2005 Owner: Beaches Habitat Address: 1113 Scheidel Court, Atlan Construction Type: Wood Frame Use Classification: Duplex Permit Number: 04-29472 DON C. FORD, B.O Building Official Post in a c Beach irtment Ocupancy irements of Section 110.2 of the e time of issuance this structure inances of the City regulating Beach, Florida 32233._ space. Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET IN Improvements to the above-described x accordance with the terms of the permit occupancy as: ❑ Single -Family Reside ❑ Commercial ''Other: —�_J R Lowest Floor Elevation: /,2- C Required 1■0M, y have been completed in are certified to be ready for —1-2- Y6 As Built The following must be completed before issui g Certificate of Occupancy: Department Awl i C, I Date Notified D to Approved Approved By Fire Dept. _--- -- o Public Works C). 'Z" os� Planning Dept.M B-65- .90 . DS' Building Dept. p (j � 2 - l Final Survey with FFE All Re -Inspect Fees Paid F { ,;;V/Yes No P/Yes No f Cunningham, Kerri From: Kaluzniak, Donna Sent: Friday, October 28, 2005 6 To: Walker, Chris; Cunninghar Subject: RE: CO Final Inspection - Thanks - Kerri, approved for Public Uti From: Walker, Chris Sent: Friday, October 28, 2005 8:55 P To: Cunningham, Kerri Cc: Kaluzniak, Donna Subject: RE: CO Final Inspection - 11 These are good to go. From: Cunningham, Kerri Sent: Thursday, October 27, 2005 3X To: Carper, Rick; Kaluzniak, Donna; Di Cc: Graham Shirley Subject: CO Final Inspection - 1113/1 A final inspection for a CO has been re Court, permit 05-29510 by Paul Finley Thank you, Kerri 10/28/2005 Page 1 of 1 Cunningham, Kerri From: Cunningham, Kerri Sent: Thursday, October 27, 2005 3:02 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Cc: Graham Shirley Subject: CO Final Inspection - 1113/1115 Scheidel Court A final inspection for a CO has been requested for 1113 Schei Court, permit 05-29510 by Paul Finley of Beaches Habitat. He Thank you, Kerri 10/28/2005 Page 1 of 1 Phil; Walker, Chris Court, permit 04-29472 and 1115 Scheidel n be reached at 334.2278. MAP SHOWING SURVEY OF CONDOMINIUM UNIT 16 OF SCHEIDEL COURT CONDOMINIUMS 30' EASEMENT FOR INGRESSVOLUME ABANDONED PER OFFICIAL RECORDS S07'04'36'E 2ii51' (FIELD) f S07'05' 30 E 27.50 --- SET 1/2" 11 PIPE, LB 3 �T 1/2" IRON PIPE. LB 3672 UN L4 N ❑u 0 �rn v� 7.4' %J" 20.2 20.0' N O rn o w � 3� J . J Y h N07'05'48`W 1 \4 1117 50' N07'05 30 _ _ ---- �2 - "IRON - SET 1/2" IRON SET 1/2 PIPE, LS 3672 PIPE, LB 3672 L4 N ❑u 0 �rn v� 7.4' %J" 20.2 20.0' N w J rn �z-n rn !" J � 20.0' a, 2 z�- -- N CONCRETE DRIVE N O 4�WAL� SET 1/2' PIPE, LB N07005130"W 27. N07'04'52"W 27.49 (FIEL SCHEIDEL CC 50' RIGHT OF WAY (PA NOTES: THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. BEARINGS BASED ON THE SOUTH LINE OF UNIT 16, BEING S 82'54'30" W, AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 -YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY -PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, FLORIDA. ADDED CONCRETE WALK AND `NOT VALID WITHOUT THE SIGNATURE AND THE REVISED DESCRIPTION: ORIGINAL RAISED SEAL DF A FLORIDA LICENSED OCTOBER 26, 2005 SURVEYOR AND MAPPER." 7-� SCALE: 1 " = 20' L—L 327, PAGE 342 - . - T 15 1 1 � I ; 1 a 1 rrn --1 > n D rn N 1 0 r'1 W 1 2 -7'' m .tt. I z W i 'T1 i n 2 I � 1 :ETE DRIVE 1 EASE NT FOUND REBAR p LB 6991 ,Of U RT ED) THIS ISURVEY WAS MADE FOR THE BENEFIT OF CLAU IA RODRIGUEZ; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORPORATION; ATTORNEYS' TITLE INSURANCE FUND, INC. AND DONAH00, BALL & MCMENAMY, P.A. 0 N" V. BOATWRIGHT, P.S.M. UC. SURVEYOR AND MAPPER No. LS 3295 LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: Gc, BOATWRIGHT LAND SURYORS, INC. DRAWN BY: DAF 1500 ROBERTS RIVE DATE: SEPTEMBER 27, 2005 FILE: 2005-1462 JACKSONVILLE BEACH, FLOR DA 241-8550 SHEET 1 OF 1 CITY OF ATL 800 SEMI. ATLANTIC BEA( INSPECTION PH vTIC BEACH LE ROAD FLORIDA 32233 'E LINE 247-5826 Application Number . . . . . 05-00030741 Date 7/12/05 Property Address . . . . . . 1113 SCHEIDEL CT Tenant nbr, name . . . . . INSTALL CU/AH Application description . . . MECICAL ONLY Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ------------------------------------------ ------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 71.00 r Plan Check Fee .00 Issue Date . . . . F Valuation . . . . 0 Fee summary Charged Permit Fee Total 71.00 Plan Check Total .00 Grand Total 71.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. ,0,.. r U - DING OFFICIAL --- aid 71.00 .00 G 71.00 Credited Due ---- --- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING 0 mewl-/ CT MECHANIC �. L Y OF ATLANTIC BEACH PERMIT APPLICATION nate: U117 -1 -'-VS' Property .Address: l 5; h e#' Telephone #: Owner: CQ" &.bdgi Contrnctor iC t4t Telephone Ct)Mrautu.r Address: Fax #;�` W Contractor Sibnat-ur ' In consideration of permit g en for dotta s d , bed in tie above s ement, we hereby uy�ec to perform said work to accordance with the attached plans and pecifIcatiow whi are a pan herrn Gordan with the'City of Atlantic ).tench ordinances unit standards of nod practicc listed therein. Type of Heating Butt: If other ennstructioat i5 bciiq; Hutto un 11115 building k Ee:ctttc Or sire, list the building permit number: /l ❑ GIs: _(_.it `Natural ElOil _Central Utility ,,jC ©y / r ❑ Other- ti ecdf MECIiANiC.AL EQUIPN ENT TO BE INSTALLED _ NATURE OF WORK X Heat _ Space _ Recessed 2� Air Conditioning: _.Room G Duct System: tiiatcrial Y Central _ Floor —XCeun'al Tlziclaacss/«. � i(esiderttittl ❑ Commercial Maximum capacity 4 Refrigeration cim 6V New Building 0 Cooling Tower: Cupac:it) ❑ Fire Sprinklers: Number of Heads SPM p Existing Building ❑ Elevator: _ _ MIMnlift Escalator (Number) ❑ Replacement of Existing Sysieru ❑ Crwzoline Pumps 0 Totts 0 LPG Containers (Number) (Number) (Number) New Installation (No system prcviou,¢ly irmalltd) ❑ l In rrrtrl Pressure Vessel ❑ boilers ❑ Fxtension or Add-on to Existing System ❑ Gas Piping ❑ Othcr - Specify ❑ Other - Specify .LIST A.L.L E UMMENT Atli (:UNDI t'I()NING, .t E.EWUGEI(ATION EQUIPMENT Number lJMLN Description St coNDE, NSO Model 4 T s Approving anufaowrer °!'on' s Agency l HEATING — FURNACES, DOlURS, x7.krP)..AM ak AIR RANDLER'S Number Units Description Model t Approving anufacturer BTU's AD(May Ooo TANKS Nominal Capacity Flow Many & Dimensipns Type Liquid Contained Serial Anprnving Manufacturer No. ! enc I - C1 800 Seminole Road • Atlantic Beac Floridn 32233 5445 Phone:: (904) 247-5800 • Fax: (904) 247-5845 • lit ://Www.ci.atlatitic-be.ich.-n.us 6468-6b12-406 Odd alae%s uea00 Revised 1/04 eSEtBO SO 21 inr 3 CITY OF ATL. 800 SEMI? ATLANTIC BEA( INSPECTION PH DTIC BEACH ,E ROAD FLORIDA 32233 E LINE 247-5826 E Application Number . . . . . 04-'0029472 Date 5/24/05 Property Address . . . . . . 1113 SCHEIDEL CT Tenant nbr, name . . . . . . TOWNHOUSE 1216RAD/1242SCH Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . € 88836 Owner I Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --------------------------------------- ------------------------------------ Permit . . . . . ELECTRICAL PERMIT Additional desc NEW 150AMP, 1 H, 4W, 240VOLT Sub Contractor BROOKS & LIMB UGH ELECTRIC CO Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . € Valuation . . . . 0 Fee summary Charged Permit Fee Total 95.00 Plan Check Total .00 rt Grand Total 95.00 Paid Credited Due ----------- ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. 4 BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING JS r CITY OF ATLANTIC BEACH �r ELECTRICAL PERMIT APPLICATION `r °Jyr3;3 r E Property Address: ! 1 E Owner: _s Q b 1 C� T Contractor:�cofs )- d Contractor Address: h Contractor Signature: �c V In consideration of permit given for do—mg the wok as desc bed in accordance with the attached plans and specifications whic are a ordinance and standards of good practice listed therein. Telephone #:.1q � rA In -Q�I'elephone #•7(-{ -Ci�j A UFax #: the above statement, we hereby agree to perform said work in part hereof and in accordance with the City of Atlantic Beach Buil ing: New ❑ Old ❑ Re -wire Bu'Iding Type: ❑ Trailerervice: Residence L3Temp. ❑ Commercial ❑ Signs ❑ Addition Sq. Ft. New ✓I ❑ Increase ❑ Repair If other construction is being done on this building Or site, list the building Permit number: Conductor Size: AMPS: COPPER ALUMINUM Switch or Breaker n AMPS IO PH W VOLT 2W) RAC WAY Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches A In AMPS 11 100 AMPS Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW -HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS Transformers UNDER600V OVER600V NO. KVA NO. KVA No.Neon_Transf. Ea.—Sign Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-584.5 . htta://www.ci.atlantic-beach.il.us Revised 1/04 X23_3 .'Graham Shirley From: Graham Shirley Sent: Wednesday, September 2 To: 'Schweizer, Carol M.' THE ADDRESSES FOR 1115 SCHEIDEL 05-29510 Al ... I WILL FAX AND COPY OF THE PERMITS NOW ' Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 04- 0029472 Date 2/14/05 1113SCHEIDEL CT TOWNHOUSE 1216RAD/1242SCH TWO FAMILY RESIDENCE TO E UPDATED 88836 BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- Permit . . . . . . PLUMBING PERM] Additional desc . . REPLACE 13 FIS Permit Fee . . . . 126.00 Issue Date . . . . Fee summary Charged Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241 -1222 ------------------------------------ S Plan Check Fee .00 Valuation . . . . 0 ---P�id--- -Credited- --- Due - 26.00 .00 .00 .00 .00 .00 1.26.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA Io- i'S �lJG's t 1f1 PL TY OF ATLANTIC BEACH G PERMIT APPLICATION Date: s -- Property Address: %%I 3 SGP'F r a —t - Owner: Owner: ZL_ 4 c Telephone #: Contractor: 1 �+ Telephone #: ;��}'� - C{ S Contractor Address: C (� 1 Fax #: In consideration of permit given for doing the work as described in the tove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. € Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type:/ If other onstruction is being done on this building or site, F!I New list the building permit number: ❑ Re -Pipe i Number of Fixtures: 1 Bath Tubs L Closets 1 Dishwashers Disposals Floor Drains 2- Lavatory Sewer Fees Permit Issuing Fee: $35.00 Total Fixtures: 14 X $7.00 + $35.00 = Showers Shower Pans Sinks Urinals Washing Machine Water Water Heaters Other C 124.Do 800 Seminole Road • Atlantic Beachl Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845. ttp://www.ci.atiantic-beach.fl.us Revised 1/04 NOTICE OF CONN, State of Z-yn County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made I the Florida Statutes, the following information is stated in this NOTICE Legal Description of property being improved: �s i�rL Address of property being improved: JJI.3- MS - General description of improvements: 414CI5 T d Lf.c-r- Owner: _ &v--i�,c , 4; }« Address Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): _ CEMENT Tax Folio No. certain real property, and in accordance with Section 713 of F C OMMENCEtiLENT. IZA /-•T t�L h Al 5 -lam u•i- Doc # 2004380405, OR BK 12174 Page 562, Number Pages: 1 Filed & Recorded 12/06/2004 at 01:35 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY �&ntractor:RECORDING $10.00 14� .3�. cuc, times �- 5,:; � �,-� Address: b j Fnk - G A fe Cie LL Telephone No.: 9- /- 2-;!/ /z2. z Fax No: ' Surety (if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of.any person. making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner .upon whom notices or other documents. may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is. one ( ) year from the date of recording unless a different date is specified): TBIS SPACE FOR RECO R'S USE NLY OWNER Signed: O Date: -2 afore me this ` day of ' r�r„ �i the County of Duval, State NN, YVONNEM.CALVE s Florida, has person ly appeared .: MY COMMISSION # D03421gary Public at Large, State of Florida, County of Duval. ., f EXPIRES:July29,2008 1 commission expir 'h eatded Thm P"* L" P onal ly Known: or used Identification: % S - i Schlueter, Jennifer From: Showman, Lisa Sent: Friday, February 11, 2005 8:46 AM To: Schlueter, Jennifer Subject: 04-29472 FYI -- Approved in AS400. BP250UO2 CITY OF ATLANTIC BEACH 1/14/05 Application Tracking Individual Step Review 10:41:21 Application number . . . . : 04 00029472 Application type . . . . . : TWO FAMILY RESIDENCE Revision number . . . . . . . Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted 11005 j Approval code . . . . . . . . f Reviewed by . . . . . . . . . Revised est cpl date . . . . 10705 Copies of plans . . . . . . . Seq Comments Prt Date 1.00 Final approval withheld pending ro dway/drainage 11005 modifications. Alterations discus ed 1/10/05. 2.00 j 3.00 4.00 5.00 Bottom F3 Exit F12=Cancel CITY OF ATLANTIC BEACB BUILDING PERMIT APPLICATI (FOR NEW SINGLE FAMIL Y RESIDENCE DUPLEX CONSTR CTION) Job Address: 11 13 - /f/ f ��,b� �� r Owner of Property: Address: /( 72 A*ef'o'L Coca& Legal Description: Block Number: D Contractor: 91__ae_ kcs�- CI F", r a -ICFACh# .IAN 0 4 2004 N Date: C o r -J io�.�'t ejs — C,.4 h5'h�..�,..1 � r7 9 �• M rz Contractor's Address: t r -r -o ,c,>.• Aze i ,9-.-O Telephone: !10 V -�// ^ /z -L -Z- Fax: Describe proposed use and work to be done: fr Present use of land or building(s): c, q_,_ `t Valuation of proposed construction: -° 7L010 ooin Is approval of Homeowner's Association or other private e application. 2-33 Telephone: r 4�JT} �/I i°7 Zoning District: _ State License Number: fir, Tc«,.� 4--L 3� 23a dV-7"/i-5/ /� �s �tl iI required? kv If yes, please submit with this Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? VY O. Applicant certifies that no change in site grade or III material will be used on this project. ES. See Step 2 below. Approval of the Public Works D artment is required prior to issuance of a Building Permit. SPE A rr� e4 Le .� �iL A1./lEL)x K a, -i. REv¢sLJ pep_,, VO. Applicant certifies that no trees will be removed fo this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. R-5� �I �C�fu�r PR, 0,)6-5 Procedure: In order to expedite issuance of permits, please folow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permi STEP 1. STEP 2. STEP 3. STEP 4. Page I Verify zoning designation and proper setbacks for the pro contact the Planning and Zoning Department at 904-247-5 Property Appraiser's Real Estate Number available. Contact the City of Atlantic Beach Department of Pt topographical survey or grading plan is required. (If not The Department of Public Works is located at: 1200 Sand construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have Works to determine if a pre -construction or post -construction .red, written verification must be provided with this application.) Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 Submit Tree Removal Application if trees are to be removed Or relocated Please submit Building Permit Application, Energy Code orms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32 33 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 2 7-5845 - http://www.ci.atlantic-beach.fl.us Revised 1/14/03 11"4 Beaches Habitat for Humanity of the December 14, 2004 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, abitat nville Beaches, Inc. I have submitted a building permit application f6t a duplex at 1113/1115 Scheidel Court. Beaches Habitat will not be installing a fire spri ler in this structure. In addition, we will not be installing an irrigation system. j Please give me a call (904-241-1222) if you req Sincerely, lzt- 4L�s Paul Finley Construction Manager any additional information. P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 E l i DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 x' a sF• TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us p. PLAN REVIEW COM ENT S FROM THE PUBLIC UTILITIES EPARTMENT Permit Application # OM- 29472 Applicant: 1MA QAt5 4ABI T hT Address: III3 - II15 _'S C VE SL. CIO kA P.,T project:. �Z�SI�E T1A1- �Ul'PI,E XYour application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities. Department and the following items need attention: WAT :t 3e%J s j Ll 1 44 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revie ed by Donna Kaluzniak, Public Utilities Dire for Date D,�^ SignaturZe Contractor Notified Date ` I Address CITY OF A7 PERMIT CAL C - Heated Square Footage./2,/6—@$ Garag / Shed 2 @ $ Carport / Porch D @ $ Deck Patio 3f. Total V luation 0 @$ iTIC BEACH ATION SHEET Date: /- f : o.S per sq ft = $ 3 r. YC per sq ft = $ �-�- per: sq ft = $ per sq ft = $ @$_ per sgft= $ TOTAL VALUA 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: ZONING: WY - FLOOD ZONE: IMPERVIOUS SURFACE: J 0 d rr-� n P r — TOTAL BUILDING FEE $ +'/2 Filing Fee $ (d) Fireplaces @ $35.00 $ WA WA Ci ►'3On SEI C (/ 5 SE( CR STj SUA OT] '51 t44 cr GRAND TOTAL ,DING PERMIT FEE $ it% 'ER IMPACT FEE $ c/<o ER IMPACT FEE $ Z J-6 'ER METER/TAP $ pr :TAL IMPROVEMENT $ 2 ER TAP $ -0 - %) RADON HRS .0050 $ (o,617 CION H PAVING ( ) $ -o- p - SS SS CONNECTION $ -? y - '/;L) SURCHARGE $ ER $ UE: $ 1/13/03 J n1 S r CITY OF ATLANTIC BEACH Will, BUILDING PERMITPPLICATION FOR NEW SINGLE FAMILY RESIDENCE AND . DUPLEX CONSTRUCTION) Date: Z Job Address: lj l.3 /Ii.S' ��,p >,b C4 114 r- �Pv►AV-- — �� ti)�C>m�sJ�.k 14 Owner of Property: _ Address: 7) RTL. < re :3 Telephone: G H*- L C ca Qs^ Legal Description: Block Number: Lot'Number Coning Disfrict: Contractor: .1.1S 11 i-ii,�_ Contractor's Address: 1671 Ale_ , A 14-A Telephone: !qc,/' 2->11 ^ / -1,7 Fax: Describe proposed use and work to be done: 1/_1 J t,- > - Present use of land or building(s): %/,2- L, r _ `+" I, Valuation of proposed construction: -P 7c) Is approval of Homeowner's Association or other private en application. Will this project involve changes in elevation, site grade or any ❑O. Applicant certifies that no change in site grade or CZYES. See Step 2 below. Approval of the Public Works I Permit. S-ECr A-rt-,,:�e fat C 9 Sc -B ❑ NO. Applicant certifies that no trees will be removed f 9YES. Removal of Trees will be required for this proj Removal Permits to be reviewed by the Tree Cor Procedure: In order to expedite issuance of permits, please fl Incomplete applications may result in delay in issuance of perm State License Number: _ required? 4 If yes, please submit with this of fill material or the removal of any trees? I material will be used on this project. aartment is required prior to issuance of a Building 5A.EL,.,4_ FLA''' RCr4J,S%,� pep-,44.1,3— this project. .. TREE REMOVAL PERMIT IS REQUIRED. Tree rvation Board, which meets two times each month. /alw steps and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the pro osed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5 326. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction topographical survey or grading plan is required (If not re uired, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpip r Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed x relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructin plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32 33 Telephone: (904) 247-5826 800 Seminole Road • Atlanti Beach, Florida 32233-5445 Telephone: (904) 247-5800 - Fax: (904) 447-5845 • http://www.ci.atiantic-beach.fl.us Page I I Revised 1/14/03 In addition to construction and engineering detail, plans must contain the performed. Scale of drawings should be sufficient to depict all required in 1. Current survey showing the property boundary with bearings and distances 2. Location of all structures, temporary and permanent, including setbacks, bi any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topogral 4. Any significant environmental features, including any jurisdictional wetlan 5. Impervious Surface area calculations: include driveways, sidewalks, may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information providedwith thisapplicationis correct. Signature of owner: �"'�/��• �" "z^; information as appropriate for the type of work being in a clear and legible manner. the legal description. Zg height, number of stories and square footage. Identify w survey. CCCL, natural water bodies. tios and other Impervious Surfaces. Swimming pools Date: nh V I hereby certify that I have read and examined this application and know 1 he same to, be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether spec fied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting d a have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all Name: �� +�x� F►,1J L Mailing Address: Telephone: �7'�'�-- 2�S/l-^/ 222 Fax: (!.w V AS TO OWNER: Sworn to and subscribed before me this day of Date: / A �O regarding this application (please print). y3/v E -Mail: State of Florida, Count of Duval t .� �' YVONNE M. CALVERLEY MY COMMISSION # DD 3424)t 's Signa EXPIRES: Jury 2D, 2008 BorMTM�No"PW* rsonally roduced i Type of id AS TO CONTRACTOR: Sworn to and subscribed before me this Iv day of State of Florida, County of Duval „ 's Signa * ".. YVONNE M. CALVJE MY COMMISSION # DersonallEXPIRES: July 21iY T+�1'�roduced i ype of id 800 Seminole Road • Atlantic Telephone: (904) 247-5800 - Fax: (904) 2 Page 2 P2 20 d V. produced �` C S �/b '� % 7 - S`y - �i� 3 —6 P/,1 P/"- Xr7'1/Le ,20 el. fication cation produced h, Florida 32233-5445 45 - http://www.ei.atlantic-beach.fl.us Revised 1/14/03 Location: CITY OF ATL FLOOD PLAIN DEVELO 1113— )//,5— 'Y� t*AC l pe -L Type of Development: t17-slaa F^) Flood Zone: Required Lowest Floor Elevation: 1-3, C.,0 IC BEACH ENT INFORMATION GTA, i PL, - If building is located within a flood hazard zone, a su ey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWESTLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate oflOccupancy will be issued until the survey is on file with the Building Department. COMMENTS: f Applicant Acknowledgement: I understand that the is the above information being correct and that the plans provided as required. I agree to comply with all appli, and all other laws or ordinances affecting the proposes Applicant's Signature: ��m, Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative zance of this permit is contingent upon nd supporting data have been or shall be ible provisions of Ordinance No. 25-7-11 development. . % Date: Revised 1/17/03 a Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 SPECTION PHONE LINE 247-5826 . . . 04-00100067 Date 12/09/04 . . . SCHE DEL CT . . . FINAL ENGINEERING PLAN RE . . . SUB PRELIM PLAT REVIEW . . . TO BE UPDATED 0 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ---------------------------------------- ----------------------------------- Permit . . . . . . SUB. PRELIM. P AT REVIEW Additional desc . . Permit Fee . . . . 250.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ----------- ---------- ---------- Permit Fee Total 250.00 250.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 250.00 250.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY BUILDING:CODES. ,- BUILDING OFFICIAL ATLANTIC BEACH ORDINANCES AND THE FLORIDA 05 ages) C) '., CITY OF ATLANNTIC BEACH PERMIT CALCUL ATION SHEET Zar Date: Address f S� _ �� ,4A ► 17,F— c- �' — `Tr .._�,_l ur, , c c Heated Square Footage (o @ $ 1 2 per sq ft = $ ff 0 Garag / Shed 2-6 @ $ 3 f. Y C per sq ft = $%�- Carport / Porch O @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio Q @ $ per sq ft = $ TOTAL VALUATION: $ S' 3 a KK 3L $ Total V luation Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOT BUILDING FEE $ ZONING: X'57" f + 1/2 iling Fee $ FLOOD ZONE: _ (d) F replaces @ $35.00 $ Q IMPERVIOUS SURFACE: J 4 d BUI DING PERMIT FEE $ WATER IMPACT FEE $ c/ o SEWER IMPACT FEE $ WA ER METER/TAP $ CAP TAL IMPROVEMENT $ 2 J Cif r3or-, SEW ERTAP $ -a — 5fid{ C (i2 6) RADON HRS .0050 $ (0.017 SEC ION H PAVING ( ) $ -0— p— CRO CROSS S CONNECTION $ 35-- sGH . tot A 6 C� + ST ,t) SURCHARGE $ ST �g�, 5 O R $ GRAND TOTAL UE: $ 1/13/03 CITY OF ATLANTIC BUILDING / ZONING ss1 J 800 Seminole Foad Atlantic Beach, Florida * q g (904) 247-5800 (904) 247-5845 PLAN REVIEW C Permit Application # Q y - 291+17 Property Address: 1113 - 1115 S C H� Applicant: 8 -ACNES H RQ�i A Applicant: Project: RE5 10 l p - �vIQ1. This permit application has been: Approved Reviewed and the following items BEACHD.Ford DEPARTMENT 32233 Fax MMENTS p k L COURT - OURT- need attention: ' S. Doerr i I Please re -submit your applica(t�ion when these itein is have been completed. [� Y_ Reviewed B�-- ` Date: f J 4 WATER IMPACT FEIE WORKSHEET ADDRESS: I % 3 .Sc KE r,JE, o usr — FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 J 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower -,--6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fount in ;m:a:ke Y2 Floor drains 2 Hose bib 1 Z Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 7Ta C_ 1 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation g I-FT—OTAL NUMBER OF UNITS= p, MULTIPLIED X 20 TOTAL $ f 0 ma��mas�mpn�m>��o:o�ay� 1 y ° 0.2� 2�5 a o.�ao'o.� m m 5 W _ ■ ^ amu-• = = 5'v'o' Sao ^ o ii n W W 9 b O.SC 90 Vq Co 700 G'yVpp ,O9pp O.n .^. 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L C'Ir; /3wsiffoc9SF FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 j 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 6 2 Drinkingfount iMcemake /Z Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 7TD 43 C. 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic E 2 Sink 2 Urinal 4 Urinal,1 gallon per flush or less C 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= © , MULTIPLIED X 20 o O r az ZCCCGppp��. d N .• G b OD J °� UiA W N - VJ O. V� d W N �. 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F'y5'�' ^ $ 5, w Q� � o "' R ben � n „^ � �a •� o a5 � �` � b7�m[9 a°" =. f1� g �' m � '� a ^ 5 a 5'o.a °'° v a yit 4R c g �3 5 R pn$pn„n,� 5 � �• oy "0m O O_? 'ems N 7 Y1 fps � v ^ Q7 d "�v rr J O � A J p v O a ;. J Z ° O O ° O O O O O C 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 p p p G z z z z z z z z zz zzzzz zz zzzzzzz z z z ai``` >� >a`�za>>`a > z z `a a a a 1 Beaches Habitat Habitat for Humanity of the Jac January 7, 2005 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, nville Beaches, Inc. Per your request, please find the attached items relative to our Building Permit application for 1113/1115 Scheidel Court: 1. A copy of the Site Plan is attached. This document shows planned drainage and our erosion and sediment control plan. 2. Impervious calculations are as follows: a. Total square footage of lot = 4,0901 b. Total impervious square footage =',1,950 i. Slab = 1,360 sq ft ii. Walks and drive = 590 sq fit c. Percent impervious = 51.0% Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • i (904) 241-1222 M A P O F TRACT C SCHEIDEL COURT CONDOMINIUMS I Z r'° q _ I , ` = m I I _ �, ;o a I _ � I , _ _ �� 'C' Q I N22 0 o X r m ( o z I C z 41 In l i rn n (A O I Z rn Y.I. •'.•. �3 ',•' ..`f_-. 0 rri i _ _ .- • : i tD ' -7, STS i — m II OZ cm x T m�4------' U)i m o x0I < i ! D ' R x I V \ r I ^ rX CA 71 of m 00 j0 11 U% rrl r j (4 rri o I z r �• 0 CEJ `- i qb ... :�.` I xoo � 0.00 m � ooina) m Z Z Cid Z D OD � � I 0 mm II II Nrn II I 0 •'f \ Az Z"' / NOTES: I THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. I SCALE: 1" = 20' BEACHES HABI AT DRAWN BY: CEK1671 FRANCIS A ENUE DATE: JANUARY 7, 2005 FILE #: TRACT C SCHEIDEL COURT ATLANTIC BEACH, F 32233 SHEET 1 OF 1 Lyfy� CITY OF ATLANTIC ,3 =S, BUILDING / ZONING, " ! i 800 Seminole Atlantic Beach, Flooda (904) 247-50 (904) 247-58451Fax PLAN REVIEW COMMENTS Permit Application # 014. 219/412 Property Address: 3 1 rj S C H E l pi Applicant: ?jE A CN E r. N A t Z A - Project: Rt 51 DEN T Pu alE X This pe it application has been: Approved Reviewed and the following items BEACH C. Ford DEPARTMENT L. Hi ins toad S. Doerr 32233 I E L CO U PlT need attention: i 11011 IL i li✓a-JL i i i Please re -submit your ap lication when these items Reviewed By:w ----- have been completed. Date: Location: CITY OF ATLAI FLOOD PLAIN DEVELOP Type of Development Flood Zone: 1"C �S i � E'►� T Required Lowest Floor Elevation: J2, IC BEACH ENT INFORMATION If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. 1-51"2 M Applicant Acknowledgement: I understand that the is the above information being correct and that the plans provided as required. I agree to comply with all appli and all other laws or ordinances affecting the propose( 0 Applicant's Signature: •..,, 4 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative zance of this permit is contingent upon end supporting data have been or shall be able provisions of Ordinance No. 25-7-11 development. Date: Z/.i o'ADs -- Revised 1/17/03 s IT11 Beaches] Habitat for Humanity of the Jac abitat nville Beaches, Inc. February 10, 2005. > i. Mr. Rick Carper)(y�)z Public Works Director FE City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached is revised copy of the Drainage, and Erosion and Sediment Control Plan for the duplex we permitting at 1113/1115 Scheidel Court. The only change to this document versus the previous submission is a reduction in grading elevations. The new elevations were taken from the revised Civil Engineering the Chuck Kennedy provided to you on Tuesday. If you have any questions or require additional Sincerely, Paul Finley Construction Manager 904.334.2278 cc: Don Ford attachment P.O. Box 50939 • Jacksonville Beach, please give me call. rida 32240 • (904) 241-1222 Applicant: Address: Project: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 j SUNCOM: 852-5834 http://ci.atlantic-beach.R.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0 1 - 29472 BM CHS S NAk�i TR1 1113 - 1 15 SONE IM CbURT RFOIKNTW- D"?Itx / our application is approved as noted by the Public Works Department. *—Yinal application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: .Final approval withheld pending roadway/drainage mo i ications. Alterations discussed Please submit these requirements to the Public Work Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can apprc}ve your application. If you have any questions, please call (904) 247-5834. Reviewed/yck Carper, P.E., Public Works Director 41r� Date / 10 4-S Signature Contractor Notified Date fax 7--D aPVL y310 0/7 /1--I5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 i Application Number . . . . . 04-00029472 Date 2/14/05 Property Address . . . . . . 1113 SCHEIDEL CT Tenant nbr, name . . . . . . TOWNHOUSE 1216RAD/1242SCH Application description . . . TWOFAMILY RESIDENCE Property Zoning . . . . . . . TO OE UPDATED Application valuation . . . . 88836 Owner ------------------------ Contractor BEACHES HABITAT --------------------- BEACHES HABITAT 1671 FRANCIS AVENUE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 j (904) 241-1222 --------------------------------------- ------------------------------------ Permit . . . . BUILDING PERM�T Additional desc . Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 2/14/05 Valuation . . . . 88836 --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . CIT4 RADON SURCHARGE .30 CAP�TAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.58 AB ONSTRUCTION SURCHARGE .62 STA E RADON SURCHARGE 5.77 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Laid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2117.27 7117.27 .00 .00 Grand Total 2117.27 X117.27 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF '4TLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDING OFFICIAL PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Certificate of Occupancy -� Footing Z`1 6� i> Slab 6 Lu-Ij �{L I Lintel i Footing Z`1 6� i> Slab Tie Beam Lintel Nailing/ Sheathing• .r7.o5 n A Cbrcr-k� Framing `�. rj .OS Insulation /o• v} Building Final Drainage Inspection: Pool Permit # ELECTRIC Z`1 6� i> Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release. Date Electric Final JEA Release Date Type Work: Phone # Phone # Date Issued: Z .i 4—i ) ICAL I LPLumBING I 2nSt o Piping Underslab I2-Zq-05 Water/ Sewer Rough/ Topout Mechanical Plumbing final Final 1 Q . Inspections: Steel "Fina Elec./Grounding Final Roofing Permit # Inspect: Nailing/Sheathing Final---� Fire Inspection: Failed Inspections: Date Paid: MAP SHOWING SURVEY OF CONDOMINIUM UNIT 15 OF SCHEIDEL,' COURT CONDOMINIUMS E zSCALE: 1 " = 20' INGRESS & EGRE6S3227— PAGE 342 30 EASEMENT FOR VOLUME ABANDONEDPER OFFICIAL RECO DS S07•05' 30'E 27.50 _ _ -- 3672 SET 1 /2. 1 PIPE, LB NOTES: THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. BEARINGS BASED ON THE NORTH LINE OF LOT 15, BEING N 82'54'30" E, AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500—YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, FLORIDA. SET 1 /2" IRON SET 172 IRON PIPE, LB 3672 ' ^ V / PIPE, LB 3672 UNIT 16 OD N I Z 20.2' I 20.0' N N I �f COD / I W m UNIT 17 70 z O CA a o � c❑ �V o / I � / CONCRETE QRtVE J A 0 nA N -am OC EASEMENT 7.5' JEA EENT27.50'_ / ---VA -145.00' SET 1 /2" IRON MON 1 /l N ON07 O 37 41145.01' (FIELD) PIPE, LB 3672 PET 8 NOTES: THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. BEARINGS BASED ON THE NORTH LINE OF LOT 15, BEING N 82'54'30" E, AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500—YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, FLORIDA. CONCRETE DRIVE N N _ FOUND REBAR O 1' LB 6991 - �- ' CONCRETE WALK t 30„ W 27.50 •�5 N07-05'30 ��e1�•51'28"W (FIELD) SCH` 50' ADDED CONCRETE WALK AND REVISED DESCRIPTION: `NOT VALID WITHOUT THE SIGNATURE AND THE OCTOBER 26, 2005 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' COURT D � tIGHT OF WAY (PAVED) T IS SURVEY WAS MADE FOR THE BENEFIT OF V RTIMA NOBLE; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORPORATION; ATTORNEYS' TITTLE INSURANCE FUND, INC. AND DONAHOO, Bj LL & MCMENAMY, P.A. N W. BOATWRIGHT, P.S.M. LIC. SURVEYOR AND MAPPER No. LS 3295 LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SU VEYORS, INC. DRAWN BY' DAF 1500 ROBERTS DRIVE DATE: SEPTEMBER 27, 2005 FILE #: 2005-1461 JACKSONVILLE BEACH, FLPRIDA , 241-8550 SHEET 1 OF 1 ' ^ V / N 0 0 7.3' OD N 20.2' g$ N N vm 0 70 z O CA a o � c❑ O �� ' J A 0 nA N -am OC W 1' v (HT1 m v J m ,1 .2' J 7.3' -Q G W r J � CONCRETE DRIVE N N _ FOUND REBAR O 1' LB 6991 - �- ' CONCRETE WALK t 30„ W 27.50 •�5 N07-05'30 ��e1�•51'28"W (FIELD) SCH` 50' ADDED CONCRETE WALK AND REVISED DESCRIPTION: `NOT VALID WITHOUT THE SIGNATURE AND THE OCTOBER 26, 2005 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' COURT D � tIGHT OF WAY (PAVED) T IS SURVEY WAS MADE FOR THE BENEFIT OF V RTIMA NOBLE; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORPORATION; ATTORNEYS' TITTLE INSURANCE FUND, INC. AND DONAHOO, Bj LL & MCMENAMY, P.A. N W. BOATWRIGHT, P.S.M. LIC. SURVEYOR AND MAPPER No. LS 3295 LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SU VEYORS, INC. DRAWN BY' DAF 1500 ROBERTS DRIVE DATE: SEPTEMBER 27, 2005 FILE #: 2005-1461 JACKSONVILLE BEACH, FLPRIDA , 241-8550 SHEET 1 OF 1 Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE 6F OCCUPANCY WORKSHEET az.as I 1 5c - I Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for E occupancy as: ❑ E Single -Family Reside*ce ❑ Commercial i g2f".. Other:__ _ Lowest Floor Elevation: / '�_ 0 Required /•e_/7 - As Built The following must be completed before ian ing Certificate of Occupancy: Department Date Notified Elate Approved Approved By i (_ -} I +-e5- ro. . o Fire Dept. — — Public Works z4-- — Planning Dept. J (� , . O S Q ' 2 $ Building Dept. l h "RP-) • hs X c 2 X - Final Survey with FFE All Re -Inspect Fees Paid P11"y'es ❑ No C2 Yes ❑ No .aq 7e) Page 1 of 1 Cunningham, Kerri From: Kaluzniak, Donna Sent: Friday, October 28, 2005 8:56 AM To: Walker, Chris; Cunningham, Kerri Subject: RE: CO Final Inspection - 1113/1115 Scheidel Thanks - Kerri, approved for Public Utilities - Donna From: Walker, Chris Sent: Friday, October 28, 2005 8:55 AM To: Cunningham, Kerri Cc: Kaluzniak, Donna Subject: RE: CO Final Inspection - 1113/1115 Scheidel Court j These are good to go. f From: Cunningham, Kerri Sent: Thursday, October 27, 2005 3:02 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, I hil; Walker, Chris Cc: Graham Shirley Subject: CO Final Inspection - 1113/1115 Scheidel Court A final inspection for a CO has been requested for 1113 Schei0el Court, permit 04-29472 and 1115 Scheidel Court, permit 05-29510 by Paul Finley of Beaches Habitat. He can be reached at 334.2278. Thank you, Kerri 10/28/2005 City of Atlan Building De, Certificate of ( This Certificate issued pursuant to the rc Florida Building Code certifying that at was in compliance with the various 4 building construction or use. For the follc Date: October 28, 2005 Owner: Beaches Habitat Address: 1115 Scheidel Court, Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-29510 DON C. FORD, C.B.O Building Official Post in a .c Beach artment ccupancy firements of Section 110.2 of the to time of issuance this structure finances of the City regulating is Beach, Florida 32233 space. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHOT E LINE 247-5826 Application Number . . . . . 05-00029510 Date 5/24/05 Property Address . . . . . . 1115 SCHEIDEL CT Tenant nbr, name . . . . . . l TOWNHOUSE 1216RAD/1242SCH Application description . . . TWOJFAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . 88836 Owner ! Contractor BEACHES HABITAT j BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --------------------------------------- ------------------------------------ Permit . . . . . . ELECTRICAL PE MIT Additional desc NEW 150AMP, 111H, 4W, 240VOLT Sub Contractor BROOKS & LIMB UGH ELECTRIC CO Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . I Valuation . . . . 0 Fee summary Charged aid Credited Due Permit Fee Total 95.00 95.00 .00 .00 .e Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A CODES. y.4 BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING �r UR L)r CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION I r Date: Propeftv Address: ��laj' 1 CMOM I'Aftth F1 Owner: I �04 Telephone Contractor. " �l r I lephone #: Zq I- O5 Contractor Address: �Fax #: Contractor Signature: 1V1_ In consideration of permit given forng the w rk as escribed iri the above statement, we hereby agree to perform said work in accordance with the attached plans and specific ions which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. ding: New q ❑ Old ❑ Re -wire Building Type: ❑ Trailer ` Residence ❑ Temp. ❑ Commercial ❑ Signs ❑ Addition Sq. Ft. ervice: ew ❑ Increase ❑ Repair If other construction is being done on this building Or site, list the building Permit number: Conductor Size: AMPS: 1 COPPER 1 ALUNUNUM Switch or Breaker AMPS PH W VOLT2� RAC WAY Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Q'In AMP1, 11 100 AMPS Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW -HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS E e Transformers UNDER600V OVER600V NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic a 3each, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-51145 • htti)://www.ei.atlantic-beach.fl.us Revised 1/04 CITY OF ATL 800 SEMI. ATLANTIC BEA( INSPECTION PH vTIC BEACH LE ROAD FLORIDA 32233 E LINE 247-5826 4 Application Number . . . . . 05-p0030742 Date 7/12/05 Property Address . . . . . . 1115 SCHEIDEL CT Tenant nbr, name . . . . . . INSTALL CU/AH Application description . . . MECiANICAL ONLY Property Zoning . . . . . . . TO 3E UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 --------------------------------------- ------------------------------------ Permit . . . MECHANICAL PE MIT Additional desc . . Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 FeesummaryCharged aid -- Credited ----Due--- --- -------------- Permit Fee Total 71.00 171.00 .00 .00 Plan Check Total .00 I .00 .00 .00 Grand Total 71.00 1 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. BUI G OFFICIAL BEACH ORDINANCES AND THE FLORIDA BUILDING C) fta g � CITY OF ATLAN'T'IC REACH MECHANICAL PERMIT APPLICATION Date: y Property .Address: A L LS— 7 e Adige I f Owner. Telephone #; Contractor .{f �qc Telephonegt�i�g-�as� Coutractor ,Address: j�7/,✓ �Q�7�1t1��cxti/L�' C�►'�I Fax #:('TOYj Contractor 5ignatur In consideration of permit g'-cn for doi, , do bed in the above s with the attached plan; i+ntl pcoiftcations whit are a part heron ecord temcnt, we hereby agree w perform said work in accordance cc with the'City of Atlantic beoeh ordinances and .4wndards of god practice livtecl therein. Type of Henting Fuck: If other consauction iS being dune on Utis building or site, list the building permit number: � .C'•leCSric ❑ Gas: _1.r Natural _Cenral Utility ❑ Oil _ Jt� ❑ outer •- Specify MEC.II&MCAL EQUIPMENT TO BE INSTALLED NATURE OF WORK JY Beat _.-Space —Recessed X Central --- FlooT J< Residential JZ Air Conditioning: _ Room k Cetatral ❑ Duct System: Material Thicl-tcsaI /_z ❑ C:utnmcreitti Maximum capacity cfm .�' 1:CCrigeratioo { ,� New F3uildi.ng ❑ Cooling Towel: Capaciry Spm ❑ Fire Sprblklers: Number of Heads Q Existing Building 0 :levator:_ Maltlift Escalator (Number) C3 R1 eplaeemoni of Existing System _ ❑ Gasoline Pumps (Number) ❑ Tanks (Ntunber) D .LPG Containers (Ntunber) XQ New Installation (No system previously instatled) ❑ 1htfired Prc.ecnr& Vessel 0 Boilers ❑ J:xiension or Add-on to Existing System ❑ Gas Piping ❑ Other - Specify M Other - Specify r LIST ALL E 'UTPMENT A.IK WN0117UNlNG, 1tLFR1t:ERAT110N .EQULPM.ENT & CONDENSOWS Approving Number Units Model 4 Manufacturer Tom's Agency /Description T I HEATING — FURNACE S, BOILERS, F=- PLACES & AM 11AN'otAAVApproving Number Unir% Description Model N Munufacturer BTU's Agency 30 �o TANKS Nrnninal Capacity 'I'yDe Liquid How Many ri Dimensions Cmttained Serial A,pprnvine Manufacturer No. Agency 2•d 900 Seminole P -mid a Atl2nti"%.a h, Florida 32233-5445 Phone: (904) 247-5800 • Fax- (904) 247-584; e, V tt a/www.ci.atlantic-tleach.tl.us 6`68-642-b06 a%eag uea00 Revised 1/04 e9Et80 SO 21 1nr a t, CIT`( OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 j INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029510 Date 2/14/05 Property Address . . . . . . 1115 SCHEIDEL CT Tenant nbr, name . . . . . . TOWNHOUSE 1216RAD/1242SCH Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 188836 Owner Contractor BEACHES HABITAT I BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ( ATLANTIC BEACH FL 32233 (904) 241-1222 f (904) 241-1222 --------------------------------------- ---------------------------------- Permit PLUMBING PERM�T Additional desc REPLACE 13 FI4TURES Permit Fee . . . . 126.00 ! Plan Check Fee .00 Issue Date . . . . ; Valuation . . . . 0 Fee summary Charged ----------------- --- Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY WELDING CODES. BUILDING OFFICIAL aid Credited Due 126.00 .00 .00 .00 .00 .00 126.00 .00 .00 ATLANTIC BEACH ORDINANCES AND THE FLORIDA I �s CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: /�S S�ALE.1 Telephone #. Z e//- J2 'i-- Z Telephone #: iL47 C(�4 Owner: ��A cy Ef Contractor: N ftfiG 1 %JN%A 131T� Contractor Address:% � ?lrQ(- � 1 Fax In consideration of permit given for doing the work as described in the ove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part ereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other t onstruction is being done on this building or site, t� New list the uilding permit number: ❑ Re -Pipe f Number of Fixtures: I Bath Tubs II I Showers E 2- Closets I i Shower Pans 4 Dishwashers Sinks Disposals I Urinals Floor Drains f ! Washing Machine Z Lavatory ( Water l j Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 13 X $7.00 + $35.00 = 2 �'• Oo 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Revised 1/04 t Application Number . . . . . 05-0`0029510 Date 2/14/05 Property Address . . . . . . 11151 SCHEIDEL CT Tenant nbr, name . . . . . . TOWNHOUSE 1216RAD/1242SCH Application description . . . TWO 'FAMILY RESIDENCE Property Zoning . . . . . . . TO OE UPDATED Application valuation . . . . f 88836 Owner f ; Contractor ------------------------ BEACHES HABITAT ------------------------ BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --------------------------------------- ------------------------------------ Permit . . . . . . BUILDING PERMJT Additional desc Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 1/10/05 Valuation . . . . 88836 Expiration Date . . 7/09/05 --------------------------------------- Other Fees . . . . . . . . . CITY ------------------------------------ RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STA -E RADON SURCHARGE 5.77 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WAT R CONNECT/METER ONLY 85.00 WAT R CROSS CONNECTION 35.00 Fee summary Chargedaid r Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 00 .00 .00 Other Fee Total 2117.27 117.27 .00 .00 Grand Total 2117.27 117.27 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY 01 ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD G CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACB BUILDING PERMIT APPLICAT] (FOR NEW SINGLE FANULY RESIDENCE DUPLEX CONSTRUCTION) Job Address: 111.3 Owner of Property: Address: /67J F< 5G H�C s D6'L C -,c., fer Legal Description: Block Number: Lot'N Contractor: Contractor's Address: /b7 I .9-tA Telephone: 13o V Z -;V/ ^ /Z, -Z,7. Fax: Describe proposed use and work to be done: f.r Present use of land or building(s): r- a_4 `i" Valuation of proposed construction: 'f° 70 Is approval of Homeowner's Association or other private ei application. Will this project involve changes in elevation, site grade or any u ❑O. Applicant certifies that no change in site grade or 1 C� YES. See Step 2 below. Approval of the Public Works D Permit. $rC— A -rt-/�c Vd ,!) 50,16 ❑ O. Applicant certifies that no trees will be removed fo C3 YES. Removal of Trees will be required for this proje Removal Permits to be reviewed by the Tree Con: e -b 12 Procedure: In order to expedite issuance of permits, please fol Incomplete applications may result in delay in issuance of permi R 17 r V M D CI1 �r ;i N i� ��_ACF# JAN 0 4 2004 iN t Date: /4 33 Telephone: Z 5/,� --/ 12 -7- )C,o mfr} //6" 1� Coning Disfrict: State License Number: 4— -32232 Z -,�— �,31 ,0 /. P _0 required? 4 If yes, please submit with this of fill material or the removal of any trees? I material will be used on this project. ,artment is required prior to issuance of a Building PUAr R¢,JesuJ P � =�-- this project. TREE REMOVAL PERMIT IS REQUIRED. Tree rvation Board, which meets two times each month. /alw steps and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5 326. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public. Works to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 SandpipO Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 4 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road - Atlanti Beach, Florida 32233-5445 Telephone: (904) 247-5800 - Fax: (904) 47-5845 - http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. January 7, 2005 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Per your request, please find the attached items application for 1113/1115 Scheidel Court: 1. A copy of the Site Plan is attached. This our erosion and sediment control plan. 2. Impervious calculations are as follows: a. Total square footage of lot = 4,09 b. Total impervious square footage i. Slab = 1,360 sq ft ii. Walks and drive = 590 sq c. Percent impervious = 51.0% Please give me a call if you require any additi Sincerely, Paul Finley Construction Manager 904.334.2278 ive to our Building Permit t shows planned drainage and 1,950 information. P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 M A P O F TRACT C SCHEIDEL COURT CONDOMINIUMS . x r � Im P1 60 m 1�y I <•clt I 0 X °..'. 4 I 2242, i z z ° I m m i' t % I mlD » z x r , m I CAo a, z pi I \� N M I— m M I �;'' m r .� .r',�•,�' «� x 0 m I;Fd `FV �m O t0 cm x r STS +:.'. i — I -u STSr Ixo 1 NI I < A. > x y r + , f � I r° rn f :n w ` r— : ur ::.:ti �' I xr �� --- -- I o SA m T� J I'm O -< a � z SII o o''' O t'•ILM' =•p'' I r+ A •, O c m i O� Z y —� ril co mm II I II �rn II I O I N I — ,(,�'r�z11L I NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1.. = 20' BEACHES HABITAT DATE: JANUARY 7, 2005 DRAWN BY: CEK 1671 FRANCIS AVENUE FILE #: TRACT C SCHEIDEL COURT ATLANTIC BEACH, FL 32233 SHEET OF 1 M A P O F TRACT C SCHEIDEL COURT CONDOMINIUMS w 4 6. o I 93�? O t N � :` t m ` > I \ ? /A cnPL rlO rlCrn - I -- II --- -- - I I STS "c I m�-- m Ix ;u �i N p I I I (l) o } l ' I• • '`'ls • I •' 1 00 N '. .i,' itA'�••'f � - - -N {' X;u iii ;u o -ern A' o ♦ V ✓ /T\ •'.' s•: �< I �< -4< • I ••�`:•• � II I I II II I I 0 NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1" = 20' BEACHES HABITAT DRAWN BY: CEK 1671 FRANCIS VENUE DATE: DECEMBER 1 20041 FILE #: TRACT C SCHEIDEL COURT ATLANTIC BEACH, FL 32233 SHEET—L OF O J �r R43. AIX Scheidel Ct. HVAC Load Calculations for Beaches Habitat P. O. Box 5093P Jacksonville Beach, FLS 32240 -- -- 4 ire— e8 By: G Jones Ocean State Heating it Conditioning 1476 Atla tic Blv . Neptune Beac , FL 32266 (904)24 8251 Saturday, Octo er 09, 2004 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C ' Scheidel Ct. Neptune Beach, FL 32266-1798 Page 2 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\2story-3bed-duplex-1216sf.rhv Project Title: 1106 Scheidel Ct. Designed By: Ocean State'Heating & Air Conditioning Project Date: 10-9-04 Client Name: Beaches Habitat j Client Address: P. O. Box 50939 C Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data - Reference City: Jacksonville, Florida--------- Daily Temperature Range: Medium Latitude: 30 Degrees I Elevation: 26 ft. j Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 i Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum lDry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 j 75 48 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) FM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads Total Heating Required With Outside Air: 21,139 Btuh 1.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) I 1.73 Tons (Based On 77% Sensible Capacity) - - - - I Notes - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vry. Be sure to select a unit that meets both sensible and latent loads. Rhvac - Residential & Light Commercial HVAC Loads CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Elite Software Development, Inc. Ocean State Htg & A/C h--- Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH 11)3- /0-j- Scheidel Ct. Neptune Beach, FL 32266-1798 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) Page 3 Tota/ Building Summary Loads - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may ary. Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R-11 + 1/2" Gypsum(R-0.5) 964 3,470 0 1,960 1,960 13C Part R-11 + 1/2" Gypsum(R-0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic - R-30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet + R-19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: E 16,004 Temperature Swing Multiplier: j X 1.00 Total Building Load Totals: 21,139 3,036 16,004 19,040 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads h--- Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may ary. Be sure to select a unit that meets both sensible and latent loads. Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Summary Loads Component - Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Sen Total System Loads Loss Gain Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh - --------------- - Notes -- -- --- Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. >» 3- J' /:"- Scheidel Ct. Page 4 Area Sen Lat Sen Total Ouan Loss Gain Gain Gain 84 2,436 0 2,724 2,724 40 1,160 0 1,824 1,824 20 376 0 212 212 964 3,470 0 1,960 1,960 136 270 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 AFM Per Square ft.: 0.599 Square ft. Per Ton: 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C li 3 — l>.; :-Scheidel Ct. Neptune Beach, FL 32266-1798 Page 5 System I Room Load Summary Htg Htg Run Ruin Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size VAI Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Great Rm. 370 6,040 79 2-5 50 3,010 676 137 1.00 137 137 2 Powder 36 683 9 1-4 80 169 0 8 1.00 8 8 3 Dining 98 5,274 69 2-5 532 3,038 588 138 1.05 145 138 4 Kitchen 110 1,472 19 1-7 454 2,669 132 121 1.00 121 121 5 Owner's 154 2,137 28 1-5 572 1,715 710 78 1.00 78 78 6 WIC 30 428 6 1-4 13D 266 0 12 1.00 12 12 7 Bath 3 63 948 12 1-4 451 871 88 40 1.00 40 40 8 Stairs 74 118 2 1-4 63 126 0 6 1.00 6 6 9 Laundry 36 247 3 1-5 537 1,608 0 73 1.00 73 73 10 Bed 2 130 2,173 28 1-5 553 1,423 421 65 1.17 76 65 11 Bed 3 115 1,619 21 1-4 67 1,109 421 50 1.16 59 50 System 1 total 1,216 21,139 275 16,004 3,036 728 754 728 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min {' Loss per 100 ft : 0.046 in.wg j Cooling System Summary _ Cooling Sensible/Latent i Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.59 84%/16% 16,004 3,036 19,040 Recommended: 1.73 77%/23% I 16,004 4,780 20,784 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2story-3bed-duplex-1216sf Builder: Beaches Habitat Address: Scheidel Ct. Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap: 20.7 kBtu/hr _ 3. Number of units, if multi-family 1 _ i SEER: 10.00 4. Number of Bedrooms 3 _ b. N/A _ _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft'-) 1216 ft2 c.A 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 0.0 ft2 124.0 ft2 - " 13.Hating systems b. Default tint 0.0 ft2 0.0 ft, - a. E ectric Heat Pump Cap: 22.8 kBtu/hr - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF: 7.00 _ 8. Floor types _ b. N�A a. Slab-On-Grade Edge Insulation R=0.0, 82.0(p) ft _ _ b. Raised Wood, Post or Pier ft2 _ c. N A _ c. N/A 9. Wall types _ 14. _ + water systems a. Frame, Wood, Exterior R=1 1.0, 964.0 ft2 -a. Electric Resistance Cap: 40.0 gallons _ b. Frame, Wood, Adjacent R=1 1.0, 136.0 ft2 _ i EF: 0.92 c. N/A ' b. N A d. N/A = = e. N/A c. C nservation credits _ 10. Ceiling types( R-Heat recovery, Solar a. Under Attic R=30.0, 602.0 ft2 _ HP-Dedicated heat pump) b. N/A _ 15. &AC credits c. N/A( F-Ceiling fan, CV-Cross ventilation, :-Whole 11. Ducts _ house fan, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft_ Programmable Thermostat, VC-Multizone b. N/A cooling, I Z-H-Multizone heating) Total as-built points: 18573 Glass/Floor Area: 0.10 A PASS Total base points: 0556 I herebycertify that the plansands e ific 1 ns cover d✓ Y P _� Review of the plans and b this calculation are in com lianc ith Florida- e z'KE s T c d by this Energy Code. ✓ -'� calculation von indicates compliance ��,,, PREPARED BY: O can Sta - 1 ones with he Florida Energy Code. E,. '°-- `-` °:; " O 1! efo e construction Is completed a 1l o DATE: j this Luilding will be inspected for 0# I hereby certify that this'`building, as designe is in compliance with Section 553.908 CDD compliance with the Florida Energy Code. Florida Statutes. WE OWNER/AGENT: BUI DING OFFICIAL: DATE: _ DA E: EnergyGauge® (Version: FL$CPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: ��Scheidel Ct., Atlantic Beach, FL, PERMIT #: EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FL CPB v3.30 I I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points I Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1216.0 20.04 4386.4 Double, Clear NE 1.0 14.3 13.0 29.56 1.00 383.3 Double, Clear SE 1.0 14.3 13.0 42.75 1.00 555.3 Double, Clear SE 1.0 16.7 40.0 42.75 1.00 1708.7 Double, Clear SW 1.0 13.0 9.0 40.16 1.00 360.9 Double, Clear SW 1.0 5.3 17.0 40.16 0.94 643.9 Double, Clear SE 1.0 4.0 6.0 42.75 0.88 226.6 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 As -Built Total: 124.0 4616.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent i 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As -Built Total: l 1 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As -Built Total: 20,0 82.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 602.0 1.73 1041.5 Under Attic f 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As -Built Total: I 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 82.0(p) -37.0 -3034.0 Slab -On -Grade Edge Insu ation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood, Post or Pie i 19.0 20.0 0.77 15.3 Base Total: -3113.8 As -Built Total: 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1 1216.0 10.21 12415.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FL CPB v3.30 I I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:jy6 Scheidel Ct., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 16585.4 Summer As -Built Points: 16526.1 Total Summer X System = Cooling Total X Cqp X Duct X System X Credit = Cooling Points Multiplier Points Component Ra io Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16526.1 1.0 0 (1.090 x 1.147 x 0.86) 0.341 1.000 6096.2 16585.4 0.4266 7075.3 16526.1 1. 0 1.081 0.341 1.000 6096.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FL�CPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: ��S- Scheidel Ct., Atlantic Beach, FL, PERMIT #: EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 F4RCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1216.0 12.74 2788.5 Double, Clear NE 1.0 14.3 13.0 23.57 1.00 306.1 Double, Clear SE 1.0 14.3 13.0 14.71 1.01 192.7 Double, Clear SE 1.0 16.7 40.0 14.71 1.01 592.3 Double, Clear SW 1.0 13.0 9.0 16.74 1.00 151.2 Double, Clear SW 1.0 5.3 17.0 16.74 1.03 293.1 Double, Clear ! SE 1.0 4.0 6.0 14.71 1.10 96.7 Double, Clear NE 1.0 5.3 13.0 23.57 1.00 307.0 Double, Clear NE i 1.0 5.3 13.0 23.57 1.00 307.0 As -Built Total: 124.0 2246.2 WALLTYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior I 11.0 964.0 - 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame, Wood, Adjacent I f 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As -Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 C f Base Total: 20.0 246.0 As -Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 602.0 2.05 1234.1 Under Attic I I 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As -Built Total: f 602.0 1234.1 FLOOR TYPES Area X BWPM = Points Type I R -Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab -On -Grade Edge Ins lation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or Pi r 19.0 20.0 0.88 17.5 Base Total: 749.0 As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 F4RCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:/ Scheidel Ct., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 8356.6 Winter As -Buil Points: 8546.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points I (DM x DSM x AHU) 8356.6 0.6274 5242.9 8546.4 1.000 8546.4 1.(0 (1.069 x 1.169 x 0.88) 0.487 1.104 0.487 1.000 1.000 4596.6 4596.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLOCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1�' �' Scheidel Ct., Atlantic Beach, FL, i PERMIT #: JJ fC BASE E STATUS ! AS -BUILT WATER HEATING I AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Number of X Multiplier = Total Tank EF NL mber of X Tank X Multiplier X Credit = Total Bedrooms Volume Be rooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 As -Built Total: 7879.8 CODE COMPLIAN E STATUS BASE I AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooing Points + Heating + Hot Water = Total Points Points Points 7075 5243 8238 20556 6016 4597 7880 18573 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/FIaR ES'2001 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: �r®,� Scheidel Ct., Atlantic Beach, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST, COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. windowarea; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall pan Is & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations nd seams. Ceilings 606.1.ABC.1 2.3 Between walls & ceilings; pene rations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the pErimeter, at penetrations and seams. Recessed Lighting Fixtures g g 606.1.ABC.1.2 4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. j Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor 6vity between floors. Additional Infiltration req is 606.1.ABC.1.3 Exhaust fans vented to outdoor, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or ex eeded by all residences.) COMPONENTS SECTIO_ N_ REQUIREMENTS CHECK Water Heaters 1 612.1 Comply with efficiency requirements in Table 6 12. Switch or clearly marked circuit breaker (electric) or cutoff (gas)�must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas& heated pools must havo, covers (except solar heated). Non-commercial pools must have a pump timer. Gas s�a & pool heaters must have a minimum thermal i efficiency of 78%. i { Shower heads 612.1 Water flow must be restricted to I no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical ec uipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R 6 min. insulation. HVAC Controls 607.1 Separate readily accessible mar ual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common w IIs -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. j EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLOCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more dIfficient the home. , 1106 Scheidel Ct., Atlantis Beach, FL, 1. New construction or existing New 2. Single family or multi -family Multi -family _ 3. Number of units, if multi -family l _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1216 ft2 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 ft2 124.0 ft2 b. Clear - double pane 0.0 ft2 0.0 ft2 - c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Post or Pier c. N/A 9. Wall types a. Frame, Wood, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Scaled):Interior b. N/A R=0.0, 82.0(p) ft _ R=19.0, 20.0ft2 _ 12. Coling systems a. C ntral Unit b. NIA c. NIA 13. Hating systems a. E ectric Heat Pump b. C. 14.H t water systems a. Elctric Resistance R=1 1.0, 964.0 ft2 R=1 1.0, 136.0 W _ b. N4A R=30.0, 602.0 ft2 _ 15 Sup. R=6.0, 25.0 ft c. CTnservation credits (qR-Heat recovery, Solar P -Dedicated heat pump) H AC credits (dIF-Ceiling fan, CV -Cross ventilation, HIF-Whole house fan, P -Programmable Thermostat, Z -C -Multizone cooling, Z -H -Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Cde For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card +ill be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 20.7 kBtu/hr SEER: 10.00 Cap: 22.8 kBtu/hr _ HSPF: 7.00 Cap: 40.0 gallons _ EF: 0.92 O4 *NOTE: The home's estimated energy pe7f67-m.ance score is only availabl through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 or a US EPA/DOE EnergyStarr`ldesignation), your home may qualify for energy efficiency mortgage (EEM) incentives i you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Ga igeweh site at wwivfisec.ucf edu for information and a list of certified Raters. For information about Florida's Energ.y Efficiency Code For Building Construction, contact the Department of Community Af(1i1Jw9y*14Vb Version: FL CPB v3.30) Builders FirstSource Project Information for: J88746F Builder: HABITAT BEACHES Address: 11l 3 & 11 A.sSCHEIDEL CT ATLANTIC BEACH, FL County: DUVAL Truss Count: 12 Design Program: MiTek 20/20 5.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7-98 Floor (psf):55.0 Wind Speed (mph): 120 I Note: See the individual truss drawings for special loading c�n October 22,2004 Building Code:FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida P.ELicense No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, qL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida E. License No. 21475 Company: Builders FirstSource - Florida, LLP Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for designer/engineer of record, as defined in ANSI/TPI 1-1995 Secy 2. The seal date shown on the individual truss component drawing: 3. The loads indicated on all referenced girder trusses are consiste provided by Builders First Source-Jacksonville,FL and dated 10 - and basic load parameters/design criteria are to be reviewed ani Otherwise, the Truss Design Engineer's responsibilities are limit+ # Truss ID Dwg. # Seal Date 1 F01 J 127415710/22/04 2 F02 J 1 J741 go 10/2/04 / 2/0044 45 F0g5 J 122741660 10/222222/00p444 6 F8§ J1274162 18!22%04 7 F08 J127 163 10/22/04 8 F09 J 122274166g4 10/22/04 10 F 11 A 7419 1012 004 11 F -KW J 127416 10/22/04 12 T100 J1274168 10/22/04 structure is the responsibility of the building 2.2 must match the seal date on this index sheet. t with the truss placement plan numbered J88746F 5-2004. Loads applied by non -truss elements approved by the Engineer of Record/Building Designer. 1 as stated in Chapter 2 of ANSI/TPI 1-1995. - — JOb Truss Truss Type • i]ty - Ply 1&2 SCHEIDEL CT. - - - 1 22 4 i, J1274157 rIbReference J88746F F01 FLOOR 19 1 19 18 17 16 15 14 (optional) Builders First Source, JaCKSonvmie j-ionoa 32244 0118_1-3-0 4x6 = 1x3 1 3 4 1 6-8 0-W1.8 Scale =1:33.7 4x6 = 1x3 11 1x311 I 1x3 5 6 1 7 8 9 10 1 ---- — -- — [— - 22 4 i, 19 18 17 16 15 14 13 12 4x6 = 4x6 - 10-9-8__..- __-�- i --- 19-9$ 19-9.8 Plate Offsets�X,Y): _[1:Ed e,0-1-8 , [10:0-1-8,Edge],0-1_8,Edg�L6_0_1-8,Edge] — -- - _ _ _- — - - -- -- - -r-- - - LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.34 15-16 >681 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 15-16 >496 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL 0.09 11 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) - _[_We,ght: 102 Ib LUMBER TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 20=1069/0-3-8,11=1069/0-3-8 TOP CORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT C ORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-106310, 1-21=-1062/0, 11-22=-1063/0, 10-22=-1062/0, 1-2=-1096/0,2 5-6=-4314/0, 6-7=-4314/0, 7-8=-3784/0, 8-9=-2741/0, 9-10=-1096/0 BOTCHORD 19-20=0/55, 18-19=0/2066, 17-18=0/3391, 16-17=0/4150, 15-16=0/4314, 14- 11-12=0/55 WEBS 10-12=0/1415, 1-19=0/1415, 9-12=-1349/0, 2-19=-1349/0, 9-13=0/940, 2-18= 8-14=0/546, 3-17=0/546, 7-14=-509/0, 4-17=-509/0, 7-15=0/223, 4-16=0/223, JOINT STRESS INDEX 1=0.71,2=0.95,3=0.55,4=0.34,5=0.57,6=0.57,7=0.34,8=0.55,9=0.95,10=0 =0.95,19=0.77,20=0.71,21=0.00,21=0.57,22=0.00 and 22=0.57 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE This design is based only upon the parameters shown for an individual building component that is installed and loaded ver Applicability of design parameters and proper incorporation of component into the overall building structure, induding ail to responsibility of building designer and! or contractor per ANSI / TPI 1 as referenced by the building cade. For general qui and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation ava able from the Wood Truss C 6300 Enterprise Lane, Madison, 'Ni 53719 or the Truss Plate Institute, 583 D'Onorrio Drive, Madison, *1 53719 41/0, 3-4=-3784/0, 4-5=4314/0, 150, 13-14=0/3391,12-13=0/2066, 10, 8-13=-904/0, 3-18=-904/0, 6=-131/0, 6-15=-131/0 1, 11 =0.71, 12=0.77, 13=0.95, 14=0.55, 15=0.38, 16=0.38, 17=0.55, 18 nails. Strongbacks to be Tums Design Engneer: Lawrence A. Paine, PE Florida PE No. 21475 Blinders FixstSource - Florida, LLC 55501 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 E fill BEFORE USE and fabricated with MiTek connectors. try and permanent bracing, is the regarding storage, delivery, erection 0Bu011&rs of America, 1 WTCA Center, " �� Job Truss Truss Type Qty Ply LU 1 1 &Z SUHLIULL G 1. J1274159 J88746F F04 FLOOR 4 1 Job Reference (optional) Builders First Source, Jacksonville, Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:33 2004 Page 1 0'��8-----_1-3---�-5.12------ 011-0 — -0-0-4-1 Scale= 1:19.3 WARNING: This truss has not been designed to support concentrated loads on the cantilevered end. 1x3 = 1x3 II I is 3x6 = 1 2 3 4 5 6 71x3 = 1 I 17 I 4 i i I 1 14 13 12 11 10 8 1x3 II 3x6 = 4-0-0 5-8-12 Plate Offsets (X 1150 L,C0-1-8,EdgeLp:0-1-8 Edge], [13:_O-1_8,Edgej-- -- - - --- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.05 12 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.07 11-12 >999 240 BCLL 0.0 Re Stress Incr NO WB 0.26 Hoi TL 0.01 9 n/a n/a P ( ) BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 65 lb LUMBER BRACIN TOP CHORD 4 X 2 SYP No.2D TOP CH RD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21) BOTCH RD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: 9-10,8-9. f REACTIONS (Ib/size) 15=563/0-3-8,9=653/0-3-8 Max Grav 1 5=565(load case 2), 9=653(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=-554/0, 1-16=-554/0, 8-17=-3/2, 7-17=-3/2,1-2=-513/0, 2-3=-1204/0, 3-4= 1204/0, 4-5=-1072/0, 5-6=-418/0, 6-7=-21/16 BOT CHORD 14-15=0/29, 13-14=0/973, 12-13=0/1204, 11-12=0/1204, 10-11=0/886, 9-10=-1621, 8-9=-0/0 WEBS 6-9=-641/0, 1-14=0/659, 2-14=-639/0, 2-13=0/315, 3-13=-138/0, 6-10=0/610, 5-10=-652/0, 5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 JOINT STRESS INDEX 1 = 0.60, 2 = 0.32, 3 = 0.14, 4 = 0.11, 5 = 0.33, 6 = 0.68, 7 = 0.06, 8 = 0.00, 9 = 0.21, 10 = 0.59, 9,11=0.26,12=0.06,13=0.29,14=0.67,15=0.37,16=0.00,16=0.00,17 = 0.00 and 17 = 0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 M1120 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with -16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard (. Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSo=e - Fk ida, LLC 6550 Roosevelt Blvd. Jacksonville, Fl. 32244 October 22,2004 ,Al warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE li M11-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with NISek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all tempor ry and permanent bracing, is the responsibi;ity of building designer and I or contractor per ANSI / TPI 1 as referenced by the building code. Forgeneral gwdan- regarding storage, delivery, erection IOBuildern, and bracing, consult BCSI-1 or HI6-91 Haedling Installing and Bracing Recommendation available from the Wood Truss CouncillofAmerica, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 5.'.719 or the Truss Plate Institute, 583 D'Onoi io Drive, Madison WI 53719 FirstE)� c Job Truss Truss Type J88746F F06 FLOOR I Builders First Source, Jacksonville ,Florida 32244 1 3x6 = 2 1x3 11 0-3-0 1-3-0 LOT 1 &2 SCHEIDEL CT. r J1274161 Job Reference (optional) $.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 1141f53 2004 Page 1 3 1x3 II 9 4 LUMBER TOP CHORD 4 X 2 SYP No.1 D BOT CHORD 4 X 2 SYP No.21) WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 TOP Ch ORD Sheathed or 4-7-0 oc purlins, except end verticals. BOT C ORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-748/0, 4-5=-1026/0, 1-2=-782/0, 2-3=-782/0, 3-9=-782/0, 4-9=-782/0 BOT CHORD 7-8=-0/0,6-7=0/782,5-6=0/0 WEBS 1-7=0/1022, 2-7=-683/0, 4-6=0/1022, 3-6=-608/0 JOINT STRESS INDEX 1=0.94,2=0.73,3=0.73,4=0.94,5=0.36,6=0.96,7=0.96 and 8=0.36 NOTES 1) Recommend 2x6 Strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or I LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) nails. Strongbacks to be Truss Design Enexteer: Lawrence A. Pain , PE Florida PE No. 21475 Builders FirstSourre - Florida, LLC 5550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with M'Tek connectors. Applicability of design pa-arneters and proper Incorporation of component Into the ove*all building structure including all tempo ary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the build ng code. For general gwdanc regarding storage, delivery, erection and bra in consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation avaii3osi from dre'Wood Truss Council! of America, 1 WTCQ. Center, _ r,.» � 5300 Enta prise Lane, Madison: WI 53719 or the Truss Plate Institute, 583 D'Onofric Drive. Madison, `NI 53719 Sy a^e y 7 yddd^^^www le: .6'=1' I iLj 4 v I 1 e Simpson THA422 1-6-0 3x4 = 7 6 3x4 = 4-7-0 ------ - 9x4— -----3-10 ------- 4-7-0 --1- 3x4--fi1 Plate Offset TX,Y : 6 0-1-8,Ed�c LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001/ANSI95 CSI TC 0 87 BC 0.27 WB 0.41 (Matrix) DEFL Vert(LL) Vert(TL) HOrz(TL in -0.01 -0.02 0.00 (loc) I/defl 7 >999 7 >999 5 ln/a L/d 360 240 PLATES GRIP M1120 249/190 Weight: 28 lb LUMBER TOP CHORD 4 X 2 SYP No.1 D BOT CHORD 4 X 2 SYP No.21) WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 TOP Ch ORD Sheathed or 4-7-0 oc purlins, except end verticals. BOT C ORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-748/0, 4-5=-1026/0, 1-2=-782/0, 2-3=-782/0, 3-9=-782/0, 4-9=-782/0 BOT CHORD 7-8=-0/0,6-7=0/782,5-6=0/0 WEBS 1-7=0/1022, 2-7=-683/0, 4-6=0/1022, 3-6=-608/0 JOINT STRESS INDEX 1=0.94,2=0.73,3=0.73,4=0.94,5=0.36,6=0.96,7=0.96 and 8=0.36 NOTES 1) Recommend 2x6 Strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or I LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) nails. Strongbacks to be Truss Design Enexteer: Lawrence A. Pain , PE Florida PE No. 21475 Builders FirstSourre - Florida, LLC 5550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with M'Tek connectors. Applicability of design pa-arneters and proper Incorporation of component Into the ove*all building structure including all tempo ary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the build ng code. For general gwdanc regarding storage, delivery, erection and bra in consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation avaii3osi from dre'Wood Truss Council! of America, 1 WTCQ. Center, _ r,.» � 5300 Enta prise Lane, Madison: WI 53719 or the Truss Plate Institute, 583 D'Onofric Drive. Madison, `NI 53719 Sy a^e y 7 yddd^^^www _----_ Job -- __- Truss _- -_-- - - -- Truss Type - - Qty -- Ply FLOT 1&2 SCHEIDEL CT. a J1274163 J8 8746F F08 FLOOR 2 1 CSI DEFL in _ _----- (loc) I/defl Lid 10 >999 360 PLATES GRIP M1120 249/190 TCLL 40.00 Plates Increase 1.00 Job Reference (optional Vert(LL) -0.02 1. AAAl AM -1. -A.,....:— Inn e.; n^++F 1e-na"zd 9nna Pana 1 t3uijaers t-irsi bourne, JaaK501FIvll1e ,nonan OZ4� 1 M 2 10 170 9 5 r -0 -3 -Qi - Scale = 1:16.3 3x6 = 6 i 4 4 8 7 Simpson THA422 9-10-0 9 5 r -0 -3 -Qi - Scale = 1:16.3 3x6 = 6 i 4 4 8 7 Simpson THA422 9-10-0 Plate Offsets_ X Y : 9 0 1-8 Ed e , L10:0-1-8,Edge�— LOADING(psf) SPACING 2-0-0� LOADING CSI DEFL in _ _----- (loc) I/defl Lid 10 >999 360 PLATES GRIP M1120 249/190 TCLL 40.00 Plates Increase 1.00 TC 0.30 Vert(LL) -0.02 TCDL 10.0 III Lumber Increase 1.00 BC 0.23 Vert(TL) -0.03 10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(T ) 0.01 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 53 lb NG LUMBER BRACI TOP CHORD 4 X 2 SYP No.2D TOP C ORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT C ORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 f i REACTIONS (Ib/size) 12=521/0-3-8,7=527/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-13=-517/0, 1-13=-516/0, 6-7=-522/0, 1-2=-472/0, 2-3=-1021/0, 3-4=-1021/ ', 4-5=-1021/0, 5-6=-471/0 BOT CHORD 11-12=0/27, 10-11=0/873, 9-10=0/1021, 8-9=0/876, 7-8=0/0 WEBS 6-8=0/627, 1-11=0/606, 5-8=-563/0, 2-11=-558/0, 5-9=0/198, 2-10=0/202, 3-1 C =-116/0, 4-9=-113/0 JOINT STRESS INDEX 1=0.55,2=0.28,3=0.12,4=0.12,5=0.29,6=0.56,7=0.18,8=0.64,9=0.18,10= .18,11=0.61,12=0.34,13=0.00 and 13=0.00 NOTES 1) All plates are 3x4 M1120 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each trusS Wit 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE Pio. 21475 Builders FirstSource - F clzida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 A& Warning tY g P P 9component---- --- Y Verify design ammeters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE P GE Mil -7473 BEFORE USE designThis based only upon, the parameters shown for an individual building that is installed and loaded vertic II and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temp prary and permanent bracing, is the 9Bu*11&rsi responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code For general guidar ce regarding storage, dedivcry, erection aIIS nd bracingBCS'-', m , consult BC or HIB -91 Handling Installing and Bracing Recomendarion available from the Wood Truss Cole. cil of America, 1 WTCA Center, _�� LLL ^ 1,300 Enterprise al e, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofric Dave, Madison, WI 53719 F ] s� I r ��.^ +'�.+ � 5 Job Truss Truss Type Qty Ply CLJ1274164J88746F F09 FLOOR 2 1 =EIDEL (optional) BUIIoers First source, JacKsonvme ,Forma azZ44 LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-527(n 2) tst unbalanced Floor: Lumber Increase=1.00; Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-210(F=-110), 3-6=-20 Concentrated Loads (lb) Vert: 1=-598(F) 2=-548(F=-274) 15=-144(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-130(F=-110), 3-6=-100 Concentrated Loads (lb) Vert: 1=•163(F) 2=-349(F=-274) 15=-527(F) O.LUU 5 VC1,d I LUUO IVII I eK IIIUUbl1111b, II II:. VVVU VUI GU 1U. I4.`14 GV V rOVU G A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAG MI1-7473 BEFORE USE i ibis design is based only upon the parameters shown for an individual building component that is installed and loaded vertical) and 'abrlcated with MiTek connectors. Appfcabi ity of design parameters and proper incorporation of component .nto the overall building structure, including all tempor' ry and permare It bracing, is the responsibility of bull Ing designer and / or contractor per ANSI I TPI 1 as ref=renceo by the building code. For general guidanc regarding storage, delivery, erection VBu1"1&rS and br d ng, consult SCSI -1 or HIB -91 Handling Installing and Bracing R,emendation available from the `Hood Truss Col nc I of America. 1 C^ITCA center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute 583 •J'Onofne Dnve, Madison, WI 53719 ' '"` "�LJe Job Truss J88746F F10 Truss Type FLOOR LOAD CASE(S) 2) 1 st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pl1"j Vert: 6-10=-10, 1-2=-100, 2-5=-20 Concentrated Loads (lb) Vert: 1=-347(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-95(F) [1ty Ply LOT 1&2 SCHEIDEL CT. J1274165 B 1 Job Reference (optional) 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:20:15 2004 Page 2 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FACE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertical) r and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all tempoary and permanent bracing, is the resoonsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gudanc, regarding storage: delivery, erectioni IOBWII&rs� and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Coun it of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53713 Fir - o I c e Job Truss uss TrType Qty Ply LOT 1 &2 SCHEIDEL CT. J88746F F11 FLOOR 2 1 Job Reference (optional) LOAD CASE(S) Uniform Loads (plf) Vert: 7-12=-10, 1-6=-210 Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-282(F) 16=-347(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-210, 3-6=-130 Concentrated Loads (lb) Vert: 1=-598(F) 2=-274 15=-77(F) 16=-95(P) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-3=-130, 3-6=-210 Concentrated Loads (lb) Vert: 1=-163(F) 2=-274 15=-282(F) 16=-347(F) A Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE VAGI This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically Applicability of duslgn parameters and proper incorporation of component into the overall buiding, structure including all tempora r spensibildy of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance and crating consult SCSI -1 or HIB -91 Handling Installing and gracing Recomme,tdation available from the Wood Truss Council 6300 Enterprise Lane, Madison, VVI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719 o.zuu s ucll zuua ml I eK inousines, Inc. v11ea uct 2u 15:21:15 2004 Paget Mll-7473 BEFORE USE id fabricated with MiTek connectors. y and permanent bracing, is the :garding storage delivery, erection if Arnerics, 1 WTCA Center, Job Truss Truss Type IQty Ply LOT 1&2 SCHEIDEL CT. , J88746F T100 FLAT ^ L 13 12 11 10 9 3x6 11 5x6 = 5x6 = 5x8 = 5x6 = 5x6 = 3x6 11 Job Reference (optional) 3-4-12 3-3-0 5x6 = 4x6 = 4x6 = 1 2 3 D.LUU S UGI Z I ZUUs IVII I eK maUSUIes, Inc. VVea VCT ZU 1ti:Zb:ZZ ZUU4 rage 1 -10-12 13-11-12 16-4-12 19-9-8 3-3-0 3-3-0 3-3-0 34-12 -._.Scale = 1:344 i 2x4 11 4x6 = 4x6 = 5x6 = 4 15 1. 5 6 7 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE II -7473 BEFORE USE l Tnis des gn is based only upon the parameters shown for an individual building component that is installed and loaded ver,ically a,id fabricated with MtTek connectors. .Appiic�bw y of design parameters and proper incorporation of component into the overall building structure, including all temporar' and permanent bracing, is the responsiblPty of building designer and %or contractor per ANSI / TPI 1 as referenced by the buitaino code. For general guidance r igarding storage, delivery, erection JnBuil&rs and brae ng. consult F3C.1-1 or 1-10-91 Handling Installing and Bracicg Recommendation availab e from the Wood Truss Council of America, 1 hVTCA Center, 6300 Enterprise Lane Madison, WI 53719 or the Truss Plate Institute, 583 D Onofrio Drive, Madison, WI 53719 ' E r'� r 13 12 11 10 9 3x6 11 5x6 = 5x6 = 5x8 = 5x6 = 5x6 = 3x6 11 13- -12 —--._. 16-4-12 3-4-12 3-3-0 3-3-0 3- -0 3-3-0 3-4-12 Plate Offsets(X Y�L 0-3-0,0-2-4 ,12:0_3-0,0-1-12 , 6 0T3-0,0-1-12 , [7:0-3-0,p-_2-41, 19.0-3-0,0-2 4 , 13:0-3-0,04-4�_ _ LOADING (psf) TCLL 40.0 SPACING 2-0-0 Plates Increase 1.00 CSI TC 0.51 DEFL Vert(LL) in (loc) I/deft L/d -0.22 11 >999 360 PLATES GRIP M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.30 11 >769 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI 95 (Matrix) Weight: 217 lb LUMBERBRACIN - -- -- TOP CHORD 2 X 4 SYP No.2D TOP CH RD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CH RD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 14=1073/0-3-8,8=1073/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-920/0, 1-2=-2822/0, 2-3=-4607/0, 3-4=-5053/0, 4-15=-5053/0, 5-15=-5053 , 5-6=-4607/0, 6-7=-2822/0, 7-8=-920/0 BOT CHORD 13-14=0/404, 12-13=0/2822, 11-12=0/4607, 10-11=0/4607, 9-10=0/2822, B-9=0/2 04 WEBS 1-13=0/2521, 2-13=-805/0, 2-12=0/1861, 3-12=-467/0, 3-11=-244/465, 4-11=-30 /0, 5-11=0/547, 5-10=-467/0, 6-10=0/1861, 6-9=-805/0, 7-9=0/2521 JOINT STRESS INDEX 1 = 0.41, 2 = 0.30, 3 = 0.18, 4 = 0.25, 5 = 0.18, 6 = 0.30, 7 = 0.41, 8 = 0.33. 9 = 0.35, 10 = 0.27,11=0.19,12=0.27,13=0.35 and 14=0.33 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face n the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwis indicated. 3) Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 2) User defined: Lumber Increase=1.00, Plate Increase=1.00 Truss Design Engineer: Lalrmence A. Paine, PE Continued on page 2 Florida PE Pio. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 22,2004 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE II -7473 BEFORE USE l Tnis des gn is based only upon the parameters shown for an individual building component that is installed and loaded ver,ically a,id fabricated with MtTek connectors. .Appiic�bw y of design parameters and proper incorporation of component into the overall building structure, including all temporar' and permanent bracing, is the responsiblPty of building designer and %or contractor per ANSI / TPI 1 as referenced by the buitaino code. For general guidance r igarding storage, delivery, erection JnBuil&rs and brae ng. consult F3C.1-1 or 1-10-91 Handling Installing and Bracicg Recommendation availab e from the Wood Truss Council of America, 1 hVTCA Center, 6300 Enterprise Lane Madison, WI 53719 or the Truss Plate Institute, 583 D Onofrio Drive, Madison, WI 53719 ' E r'� C. I m A ca 6 0 O o (D� n OC O 00 �(D gNoo Qm -a 3 o co o-0 Q Q M N Q n Z3 70 O 0 n< O (D �o Q 20- =0 Q - =,o 00 Z� Qo mo N m", m N A n P 2 A r m 7v D W 7v D n Z 0 0W n O n U a a 10 O V Ov N A 10 N N 10 D v O O W O1 Z O n n Z D Z m n r O M r 0� m W .n 10 a o- m a D v ,'v O C N W Q m0 o o� M„ `- m DAD O _02 N D mZ m - �D Z 0=0 c -mn w m A 2 m m Cn m T� p 0 N T D➢ A A A 0 �m 0c m D T �M � m 1 O mm O n m0 N n 0 G 0T o -a o �Q uCi � X <oa/� =L Y n 0 o 60x0 ' m° (Q m CD co V a TOP CHORD N O 0 n OW iTJ 0 N A TOP CHORD W y m r -3r Z o, y ��33� (D IDm D ? 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V� _03 nm <Qm o_ Qo _ Q(Q cD O :3 man 0- �� a� -� Q•g� �5 cD � CLncD 3 �Qn O T �O((DD 0(Q0 o nn0 n� p <m- , Qm m 0O(D (DD Q_ -o O NVQ 2,�Q 3 �— Qa' O� —0 6 0�0 �_ °(Qct '�' �0 a m m" O v am m (D (D Q 0 C� 0 (o m N Q7 O O N O O O �No o�C 70 Q 7a 60 QiN n0 +� Cn Q mID N 3 n m (D (Q (D 3'o m� a mm 01 �� 'm O Q 0 a (D m C �. m a _0- D-., m 0 Q C Q Q o Q o Q o-6 3 Q o N 6 7 Q3 0 0 < n � 0� 3 Q. FD �. (D �� (D a o' a� cl (D O �r o O n o mCL 0 :3 H N0 (QQ oQ cD C)Q Q (D Qc Q(D Q Q�cN Q ^ N.� 7O (DQ 7- Qn' Q(LZ' �(D �n OC -am(' C ��• v0 �. �� Qa (D� QO Q �O (D QQ CDoO 1 Q 0 3a � (D Q �� .0 (D O O N p� 0- (D Q (DD O 0— o0 3 �� Q3 �'n' QQ o Z o 0 m cT V m -D fD cl n' D (D o � V9 -v y r -3r A\wD0 Z y ��33� (D IDm D N Z �oQo� p (D Cy Q 3 0' fl N.m ao _ _A.,m (OF 2:5 Z o�m D ^ > Z Q'0 a-• N J O •p Q� OCn A W N J Q on Q �o SOC 7Q �� C� Q� o0Q oC Oaf 5�n o� 0 3 O-� C' `yam 3(D �m `0 EQ (D Z)Q°• D �p ^^ oNO NQO a3 (1) :3 ~m mn� QN -0 Z3 •� m�Q �.. V� _03 nm <Qm o_ Qo _ Q(Q cD O :3 man 0- �� a� -� Q•g� �5 cD � CLncD 3 �Qn O T �O((DD 0(Q0 o nn0 n� p <m- , Qm m 0O(D (DD Q_ -o O NVQ 2,�Q 3 �— Qa' O� —0 6 0�0 �_ °(Qct '�' �0 a m m" O v am m (D (D Q 0 C� 0 (o m N Q7 O O N O O O �No o�C 70 Q 7a 60 QiN n0 +� Cn Q mID N 3 n m (D (Q (D 3'o m� a mm 01 �� 'm O Q 0 a (D m C �. m a _0- D-., m 0 Q C Q Q o Q o Q o-6 3 Q o N 6 7 Q3 0 0 < n � 0� 3 Q. FD �. (D �� (D a o' a� cl (D O �r o O n o mCL 0 :3 H N0 (QQ oQ cD C)Q Q (D Qc Q(D Q Q�cN Q ^ N.� 7O (DQ 7- Qn' Q(LZ' �(D �n OC -am(' C ��• v0 �. �� Qa (D� QO Q �O (D QQ CDoO 1 Q 0 3a � (D Q �� .0 (D O O N p� 0- (D Q (DD O 0— o0 3 �� Q3 �'n' QQ o Z o 0 m cT V m -D fD cl n' D (D o � V9 Application Number . . . . . 06-C Property Address . . . . . . 1113 Application type description RESI Property Zoning . . . . . TO E Application valuation . . . . ------------------------ - ' --------------- Application desc HURRICANE SHUTTERS] ------------------------ --------------- Owner RODRIGUEZ ATLANTIC BEACH I FL 32233 ---------------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 40.00 Issue Date . . . . Expiration Date . ---------------------------------------- . 2/21/07 Fee summary ----------------- Charged P Permit Fee Total ---------- ---- 40.00 Plan Check Total 20.00 Grand Total ! 60.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 033790 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 ----------------------------------- Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 ----------------------------------- Plan Check Fee . . 20.00 Valuation . . . . 1300 ----------------------------------- id Credited Due ----- ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEA( PLAN REVIEW SHEET Building Department Public 1 800 Seminole Road 1200 Sa Atlantic Beach, Florida 32233 Atlantic (904) 247-5800 (904) 24 (904)247-5845 Fax (904)24 PLAN REVIEW COMMENTS Permit Application# �! - Property Address: ///3 JC h ti d -t� Applicant: J � n *R. 0 Ag Project: 16M 64A-, This permit application has been: Approved as noted by the _ Final application approval 1 Reviewed and the following & Public Utilities Departments r Lane Florida 32233 Fax T - OdE 2 - Routed to: . akows L. igg ns S. Doerr R. Carper D. Kaluzniak Public Safety Department. come from the Building Department. s need attention: IPlease re -submit your application when the a items have been comaleted. Reviewed By: Date: Date Contractor Notified: f, G rsyjJr CITY OF ATLANTIC BEACH A- Date: WINDOWS, SKXLIGHTS, ARAGE DOORS, HURRICANE SHUTTERS Please submit (2) complete sets of plans with application. Job Address:�([ SC k� E l vel. CT" A -T A.,JT rL „acl� PL 3 Z 23 Owner: C1 X.) U G Ir *% 9 v C ?,,, Address:/ Phone: 90(f - Z W/- / Z 2Z Legal Description: Block Number: Lot Number: Contractor: Je✓ rAq-0 i 0 Il t,p� e� t✓1� Address: 27 1 'A," C7 City: _ j 0 C_ L,- 1V l// l60__ State: Describe proposed use and work to be done: L/Lj4A✓ ca4 a/1 d 4?6c-04_C11 D n Present use of land or building(s): �e�j � — Valuation of proposed construction: a' p . Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height ��(ft) Building Width Roof Slope �14 Window Height Window Elevation from Grade 31 (ft) Measurement from corner of building to window Number of windows being installed 800 Seminole Road . Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Zoning District: License Number: CAG 05 7 yC6/ Phone: WY -731- _157 fi. 3ZZO % Fax: yon/ -731 —/y / Z s ro cF*? 1RV f c c.:�'ro7 ,NO If yes, please submit with this Building Length Ae® ("-t) Window Width (ft) Mean Roof Height Florida 32233-5445 http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits result in delay in issuance of permit. In addition to the building data, the following information is ret 1. Manufacturer's Test Report with Uniform Structural Load 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all Signature of Owner: application is correct. I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether spe give authority to violate or cancel the provisions of any federal, state or local governing of construction or the performance o construction of the property. above information being true and correct at the plans dd s4p g d� Signature of Contractor: Incomplete applications may he same to be true and correct. All provisions of the laws and fied herein or not. The granting of a permit does not presume to ales, regulations, ordinances, or laws in any manner, including the I understand that the issuance of this permit is contingent upon the a have been or shall be provided as required. Date: a ?- /" Q G Address and contact information of person to receive all corresponde*e regarding this application (please print). Name: Mailing Address: Telephone: AS TO OWNER: Name: Advance Hurricane Shu ers 2014 E. Adams St., Jax., FL 32202 Contact: Victor Reyes 904-622-64 5 Cell- 904-807-0174 Fax: 904-807-0178 =Mail: Email: vreyes@advancedbuildin biz Sworn to and subscribed before me this —DI! day of State of Florida, County of Duval PATRM A. REEVES Notary's Signature: NOwy Pubk - Sbb a FWft 0wm"wEx0 tMsy30.1010Personally own Co ft -a I# W SPM I OT �p 1 d ft NSM Min ❑ Produced id ratification Type of idei itification produced AS TO CONTRACTOR: Sworn to and subscribed befo `\ ZI day of _ A. A�(°ri State of Florida, County � �95� • Y "• Ir �:y�PQt1126,��,",� ��• =* • Notary's Signa #DD 527 471I $ 9 Personally e o��A• ;�� a �ea�a0 ��;• oQQ� \ ❑ Produced i Type of id t i li110% 800 Seminole Road - Atlantic Phone: (904) 247-5800 Fax: (904) 247 Page 2 206L_. , 20_q,6_. produced Florida 32233-5445 • http://www.ci.atiantic-beach.fl.us Revised 1/27/03 Duval County Property Appraiser - Parcel Summary s C01 * ilet Offictal ftbsMe Al ft City of Jack IWW, Rorer Proper, Appraiser Home > Departments > Property Appraiser > Duval Parcel Information Owner's Name: RODRIGUEZ CLAUDIA C Secondary Name: Property Address: 1113 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 16 PARCEL DESCRIPTION index ? M conlacl Database Search Real Estote Number: 178958 0842 MailingAddress: 1113 SCHEIDEL CT ATLANTIC 3EACH, FL Zip: 3223 2006 Exe pt Value: $25,000.00 ScAr Page 1 of 2 Property Use: 0400 CONDOMINIUM in Date: 10/28/2005 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL the actual amount of COURT UNIT 16 - 1/18 INT COMMON Transaction Price: $79,500.00 documentary stamps ELEMENTS 0/R 12848-787 paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buil ings: 1 Official Record Book and Page: 12880-1648 Heated rea: 0 Map Tile: 9417 Exterior all: VALUES AND TAXES FROM 2005 CERTIFI�D TAX ROLL Land Value: I Taxing Au ority: USD3 Class Value: Icounty Ta Improvements: IFSchoolTa�- hftp://apps.coj.net/PAO/RENO.asp?RENUM=l 78958+08#2 7/28/2006 Florida Building Code Online BCIS Home il Log In Hot Topics Submit Su Product Approval USER: Public User Product Aooroval Menu > ' FL # rr Application Type Code Version «uJjiWu Application Status ;��oloCdkrrdt;JJJTIS "" Comments fsr Archived •FJTr�ar%� .. N Y r Product Manufacturer Address/Phone/Email ps y • NE'AJS'° � wrREi7U@bFM 'ASI ,(tD Authorized Signature 17 TI��J ;�'L'J LZ MM �•lAx= Technical Representative �•Ir+��rro�leR..l. °:1 Address/Phone/Email ��4�+E13rSseJ�T'.0.J`r!CE. OF Quality Assurance Representative ne/Emai Page 1 of'-) . @ E Stats & Facts Publications FBC Staff BCIS Site Map Lin )rci > Application List > Application Detail F[.393 - R I Revision 2 04 A proved All American Shutters 15;0 Donna Road W st Palm Beach, FL 33409 Frank Bennardo cla gley@fl bengineering.com Robert Bates 1540 Donna Road Wet Palm Beach, FL 33409 (56 ) 712-9882 1brightidea@execs.com Category Shu f ters Subcategory Storm Panels Compliance Method Eval ation Report from a Florida Registered Architec Lice sed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida License PE -0 46549 Quality Assurance Entity National Accreditation and Management Institute Validated By Jorge A. Pomerantz, P.E. :;'wwtiv.tloridabuilding.org%prihr_app_dtl.Lisp x?param=wGEVZQ�,tDgtB-llarli'o219gdWP_KAd3ID67T... 3/6/2`006 Florida Building Code Online I Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Page ? of 2 ara Year E330 2002 12 1999 1 09.1.4 1 14 M�thod 1 Option D Date Submitted 11/3/2005 Date Validated 11/11/2005 Date Pending FBC Approval 11/15/2005 Date Approved 12 7/2005 (Summary of Products _FL #_ _ _ Model,_Number or 4ame,7Description 393 1 22ga, 24ga Steel Panels 22ga 24ga Steel St P 1 orm ane s rApproved se Installation Instructions for use in HVHZ: Verified By: for use outside HVHZ: Evaluation Reports esistant: PTID, 393 R1 T Cert Index -df esgnressure: +/- PTID 393 R1 T Dwg pdf Other: Large Missile Impact Resistant. alid for. HID 393 R1 T Eval Rpt pdf use outside the HVHZ only. 255 Talla) (850) 487-1824, , © 2000-2005 The State of FI Pro p:i`./www.tloridabuilding.orglpr/pr_app_dtl.aspl?param=wGEV. rent of Community Affairs a Building Code online ides and Standards Shumard Oak Boulevard ssee, Florida 32399-2100 rncom 277-1824, Fax (850) 414-8436 'ida. All rights reserved. Copyright and Disclaimer ict Approval Accepts: �GecY. gtBjiarh",��'t�gdWRAd3.t�fj%T... 3/6/`_'006 FIZ,3NK L. BEINNARDO, P.E., INC. CONSULTING ENGINEERS +4+1 NORTH DI.XiE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed eng: financial interest in the company manufacturing or c evaluation report or validation certification has bees engineer is not owned, operated, nor controlled by the and does not have any financial interest in any other a _ the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 eer does not have nor will acquire a stributing the product(s) for which an prepared, as referenced above. This 7anufacturer or distributor noted above ity involved in the approval process of FR.ANIl L. BENNARDO, P.F., INC. CONS'TING ENGINEERS WWW.FLBENGINEERING.0 b1 FR.,NK L. BENN=o, RE_, INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOLA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluation Report November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 229a & 24g2 Galvanized Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commissi n) Rule Chapter 9B-72.070, F.A.C., for statewide_acceptance..per_Method...1-(d.).__AII_praducts-listed__ab e- have -been-tested--and/onevaluated- as ---- -------- summarized herein to show compliance with the 2004 Florida 3uilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Re- avaluation of this product shall be required following pertinent Florida Building Code modifications or revisions - Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Steel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inca signed & sealed by Frank L. Ben iardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accorc per test report(s) #02-001, #02-002, & #03-001 by Construction Large missile impact resistance and cyclic loading performance SSTD 12-99 test standards per test report(s) #02-001, #02-002 Corporation (CTC). ance with ASTM E330-84 test standards Testing Corporation (CTC). have been tested in accordance with & #03-001 by Construction Testing Metal tensile capacity has been determined in accordance with �.i�� ASTM E8 test standard per test report#0127H, #0198H, & Evaluation Report Prepared by: #0053) by Certified Testing Laboratories (CTL). Frank.L. Bennardo, P.E.,, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on ccmparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 FRANK L. BENN:=o, P.E., INC. CONS1 WVWV.i LBENGINEERING. Frank L. Bennardo, P.E. # PE0046549' ENGINEERS FRANx L. BaNNARDo, P.E., Nc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY 130CA RATON, FLORIDA 33431 (561) 391-2888 FA's: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. Mind Load Resistance Each product has been designed to resist wind loads as in respective Product Evaluation Document (i.e. engineering Installation ;ign of each product. in previously listed test reports, and is J in the span schedule(s) on its g)• -- -----Each-product-listed- above- shall- be-installed-in-striet compliancwith- its- respective -Product -Evaluation-- Document (i.e. engineering drawing), along with all componen s noted therein. Each product component shall be of the material specified in tfhat product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all su listed in each product's respective anchor schedule. Host strL or in each product's respective anc or scfiedUre ss;;;nrb-a des1 registered professional engineer. posed loads and shall be of a material conditions which are not accounted All components which are permanently installed shall be protelelocity ed against corrosion, contamination, and other such damage at all _times. Each product has NOT been designed for use within the High Hurricane Zone (HVHZ). Certification of Independence: This engineer does not have nor will acquire a financial interestn any company manufacturing or distributing the producthas s) for which this evaluation report b en prepared. This engineer is not owned, operated, nor controlled by the man facturer or distributor noted above and does not have anv financial interest in any other entity involved i the approval process of the above -noted product(s). Page 2 of 2 FR,,,Nx L. BENNARDO, P.B., INC. CONS TING ENGINEERS WWW. LBENGTiVEERING. OM 43 s �U 3096v,NouvzjNcH1nv:io 31Vo;:a.L i37 WOO'9NI2d33N1'JN3913'MMM lVAMUdV 30IM3-LVJS V(1IbOlj',; Sl3NVd WU01S mi+rwumao u,arr]i N.mwncu+axaww3m,msa+a+vww. d "� uauo m'onwwb�x trmivrr'swur.�r.. 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Vit` PCf .� COm i0H bNbRf r Gip t•bb:.G V U �mhmftj r�,�rn1 .N -O^ 1^o r.N-f .N -m m V1 U mwnf no^q h m u •^O O rO}^mhm mom hOmImNNP �mOvmmOiN•�pU 6 bo m^.^-!h u. h.. = m h mm Pry =ry b-o-b.b T`o-oo-o-o o -c -c b octrbobo2a-bb bab b-ta6bbb k'Fam�o bob -bubo- �N� Q �S 0U m�cmm�n mmm�dm mwmmm mmmicm lc .c �,nm H- 0 U •-•-'^ •-•-•- ^•••- ... .-:° mry miGbu7 Ha m � fGN b Nf0 m' ^' W N N lmV 'n of N ul �n hof tL ^ ^ r ^ N NLLJ Zj W Z `l O` m N O P N O OI ry O m P P vNl n �' v ul O T N O N eO txl .� Q N O O17 m N O W J P N h t7 P rf P P N 1� P P m h h N H WLL O N W W woa wou c�� mo wN u$1"� f zwon of t- yr x02 kx '10(1HLS 313iiONOO 1 tslx3 NOOI i ONOO MOIIOH ---d ZZ L•ou mausvvsouvsd) a,V-d —.1- IIV -W I -,.'d W,:j foram Building Code Unllne ri 3 kYt 1.t :'�uI�DI rig ci'aes �+PLQRID0.COMMQNITIEX M�a ' F(2�D1U7"PC1RCfi � t i'„ ��r��fRE�IJEP+1r�Y,�sKEA" � � yurix �OW � �16D!t1T QUF 9E at~ �.i�R,�' W • 1; ln�ll �><SEGRpThF(Yz n'�` 1NSpECTCI�GENE`RA��hi��` � • ��'�a`ASaisrarrcE � " GQiOul "riCT USsr r� :SPs}taffy BCIS Home. I Log In I Hot Topics I Submit Surch "IProduct Approval "4 USER: Public User Product Aooroval Menu > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Page 1 of) t E 7W d 4 1 I .i A I F s $ {z Stats & Facts ; Publications FBC Staff ! BCIS Site Map i Lin > Apolication List > Application Detail FL2249-R3 Revision 2004 FILE Approved COPY Town and Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 970-7700 tomj@tc-alum.com Vladimir Knezevich ✓jk@knezevich.com -homas B. 3ohnston i00 west McNab Rd. �t. Lauderdale, FL 33309 954) 970-9999 omj@tc-alum.com hutters -cordion Compliance Method valuation Report from a Florida Registered Architec icensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name I ohn W. Knezevich who developed the Evaluation Report Florida License -41961 http://w,,vw.floridabulIding.org/pr/pr_app_dtl.aspx?param=wGE v1XQwtDgvL7 WPh33iXNY,wnDj azmkQ4... 3/2/2006 1,1orncla 13uilding Cotte Unline Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. Standard ASTM E330 SSTD 12 Method 1 Option D 12/31/2005 1/5/2006 1/9/.2006 2/7/2006 Year 2002 1999 Summary of Products FL # Model, Number or Name IFDescription 2249.1 6.8 and HR Accordion Aluminum Accordion Shutter Shutter Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf Design Pressure: +/- Other: Use of these product shall be in strict conformance with the requirements of the PTID 2249 R3 T 05-578 Report 68-� 12 R3.pdf reference drawing prepared by TTG, Inc. These products are NOT suitable for installation in the High Velocity Hurricane Zone. These products may only. be installed on concrete, hollow concrete blpck or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. Sh tter spans less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.2 6.8" Accordion S utter Extruded Aluminum Folding Shutter Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Use of these product shall b in strict http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEXQwtDgvL7WPh33iXNKwnDjaznikQ4... 3/2/2006 i -lonaa builaing Uoae Unline conformance with the requirementsf the reference drawing prepared by TTG,lInc. and comply with chapter 61G15-23 of the Florida Administrative Code. These products are NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concret block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. Shutter spans le3s than 32" are not acceptable per the provisions of SSTD 12-99. Page 3 of 3 X2249.3 HR Accordion Sh tter Extruded Aluminum High Rise Folding SI Limits of Use Installation Instructions Approved for use in H.VHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Use of these product shall be in strict conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61615-23 of the Florida Administrative Code. These products re NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete,, hollow concrete block or wood substrates. For all other conditi ns site specific design shall be by this office or our delegated engineer. Shutter spans les than 32" are not acceptable per the provisions of SSTD 12-99. http://www,florldabuiIding.org/pr/pr_app_dtl.aspx'?param=wGEXQwtDgvL7WPh33iYNKwnDjazmkQ4... 3/2/2006 1orlcia Building Uode Online ,amu :- .... s�trr.�.....�:,„�,.�.��.::: '' �' * �idfilQ+4CC7hll+tUNl'trEB �`' ti vwx�u._ubwa...wid..a.LArAit ri �•. w '602"', 1 T OUIv" RI 22-1 �.IAA�TH9EGETARY x aa43^ .�. rn,..a m�lM wx'x kd•Nx ry+ y��" T ; ��:r ICiSPC�'{}� GE{�JEf2A,L fi'. ..u�d�au�,�i�;w?Ri.�.s�..+,sw'�:✓�du,.xrvc"'r� .��; t ,, v x.,,•i a n "mss' :, 3 n ♦ CUF'�dC,C7 I µ �.r i ., BCIS Home i Log In I Hot Topics I Submit Product Approval :y USER: Public User Product Aooroval Menu > Page 1 of 2 My pp � kYld''°"elaatVl'� l� r 1l qS'x+ �I �' eSC "Ya "kf txi�t'NM`A -,r4a�;✓�'i r t .�'W6ew *G�uu^'.� "t4r�h�,�'Y tt"+�'arar +�ry�e re6 x i�.'..�rr.�•+-y:di.iy".u.r�a'�J«.�� i.x...t,.t � ...u' ��;'k�,s,u „m Nr��L e j Stats & Facts ' Publications ; FBC Staff BCIS Site Map Lin > Application List > Application Detail > Application Checklist Form #: 96-72.130(3) 1. Verify the method of demonstrating compliance is from an entity approved by the Florida Building Commission. 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r V. 3. Verify the method of demonstrati suspended, recalled or revoked. s certification of independence. Note: Evaluator ncy, evaluation entity or Florida Registered gineer which produced the test report, ;pont required by Rule 9B-72.040(5). g compliance is current and has not been 4. Verify the product has not been r4called or revoked. 5. Verify the Code sections and reference standards for which the evaluation demonstrates compliance. 'I 6. Verify the method of demonstrating compliance indicate any limitations on the use of the product, as intended. , 7..Verify the manufacturer installation instructions are provided. ,, 8. Verify that a quality assurance prc gram audited by a Florida Building Commission approved third party quality assur nce agency is in place. a, To the best of my/our knowledge, the product, method, or system described in this application meets or exceeds he Florida Building Code requirements and reference standards listed in thea plication. ("850) 487-18 © 2000-2005 The State Next DCA Administration 'rtment of Community Affairs arida Building Code Online Codes and Standards 555 Shumard Oak Boulevard lahassee, Florida 32399-2100 t, Suncom 277-1824, Fax (850) 414-8436 Florida. All rights reserved. Copyright and Disclaimer roduct Approval Accepts: http://www.floridabuilding.org/pr/pr_app_chek.aspx 3J2/2006 ✓W a �&nk Tnornton Tamasettl �ra�. 2v Evaluation -Report TTG PROJECT NO.: K.K5578.00 DATE: December 30, 2005 PAGE: I of 3 FSC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: FL2249-R3 Florida Building Code 2004 Shutters Accordion 6.8 & HR Accordic n Shutter Town and Country Industries, Inc. A Division of ABC Supply, Co., Inc. 400 West McNab Road Fort Lauderdale, Fl, 33309 This is an Evaluation Report issued by John W. Knezevich, P.E. (System ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Co scion, Department of Community Affairs. These Accordion Shutters have been evaluated and found to be in compliance with the Code and that the products are, for the purpose intended, 1t least equivalent to that required by the Code. ;Re-evaluation of this Evaluation Report is validity. uired, following any code changes, to maintain its oldIl:ilHii./,til; Its %k o - Evaluat4�6 el� rt i�,p 10,15 THOI� G TQ UP, INC ,i John W Xne . ch, PQ. Florida Licefise-.N.Q,,;,,;BB41961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/18/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ■ Ft. Lauderdale, FL 3330 ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TlieTTGroup.com 01tices Vkirldwide+ .r iH�r9�FS Thornton t Tomasettl TTG PROJECT NO.: KK5578.00 2.1 2.2 2.3 PRODUCT EVALUATION DOCUMEP Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, Group Inc.. (TTG, Inc.), signed, dated and of this Evaluation Report. TEST REPORTS • Test report for Uniform Static Air Pres successful testing of impact resistance prepared by Construction Testing CoiT (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. STRUCTURAL ENGINEERING CALC Prepared Rational and Comparative Analy; anchor calculations. From these analyses, Schedule was prepared for both the 6.8 Ac design load (PSF) schedule was also prepa; span conditions at specific design loads (P; both accordions. No increase in allowable stress has been The Accordion Shutters satisfactorily pas with SSTD 12-99. These Accordion Shu windbome debris, when installed in ac respective drawings, prepared by TTG, Inc These Accordion Shutters have been de; Schedules of their respective referenced roulll Evaluation Report TE: December 30, 2005 PAGE: 2 of 3 r IR Accordion Shutter, Drawing No. 05-578, with a Leets 1 through 13, prepared by Thornton-Tomasetti ealed by John W. Knezevich, P.E. is an integral part ,e in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation (CTC) and Hurricane Test Laboratory, LLC awings. ns was determined in accordance with ASTM JLATIONS es of Accordion Shutter performance, as well as Maximum Shutter Span vs. Design Load (PSF) ordion and HR Accordion. An anchor spacing vs. ,d, indicating maximum anchor spacing for given F) for each type of anchor used during testing, for in the design of this product. the large missile impact testing, in accordance may be used to protect glazed openings from lance with the limitations indicated in their 1 to resist wind pressures as indicated by the Span ings. k7RpS"k"V,aS� x.:rx 1 �� Thornton uTom.asetti t TTG PROJECT NO.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re These Accordion Shutters are to be in notes, schedules and material specific Evaluation Re ort December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. in accordance with the typical details, general found in their respective referenced drawing. See General Notes of 'the referenced drawings, unless otherwise noted, for material specifications. All dimensions of components are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. • Use of these product shall be in strict drawing prepared by TTG, Inc. ■ These products are NOT suitable for with the requirements of the reference tallation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site peeific design shall be by this office or our delegated engineer. • Shutter spans less than 32" are not ■ This Florida Professional Engineer do( acquire, a financial interest in any con or labeled by the agency. ■ This Florida Professional Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer F acquire; a financial interest in any cc which the reports are being issued. ■ This Florida Professional Engineer p acquire, a financial interest in any otl product. per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested owned, operated or controlled by any company tests or labels. 'orming an evaluation does not have nor will )any manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the Prin1 P.\FLt\Projects\KK5578.00\Dfawings\RI-sub\05-578-Ot dwg MCo t 12/19/ 005 12:21:40pm 12/19/05 71:58 i Nr Or^ ZO AOCm 0m a 0Ar r yd02-� Ar r DODE aZMID LAE mw:( D non- OC ;00y2 r DTOS Ty1 Drrry Cy>m Nay ONDy 41 22 N2Zm m 2 mm 2 m Zm tim 3� ;y 00 OA laoD m. -u D A j N m r O £ A CN mCOm Z < r n X Z N A 3 NS m3mrn mmtnA Cr^r e7)rnm Dm Z �rnm m Ly2N .ym mm�nrt vy H-Npm A m�Arn m� U_m TrnOm mm. mm 2 nmm Om Em n^[rl Ars�m Z A Z Np ry ,� DA 20= mS fi<—i—ilpm~ 2Q y00^ NDC �N10 CC PO ON m3J ZTOI Ll y O N Z £ C. yOj .� O Z I N X. 2 -[ y N N N N O Z y y �p TNy� 2 r TN TTy O C. 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AST ZDO rn0 TTL1 m3 mZN .9 i m N m OmZ A m m ZO m mm -Z+ myZ m2 A.n mOy OC Eno £fA AOZAl A I rn m Zr n L3N £ mm{ AOmr,In M!A AA NVIm W Ay VIGZim 2m mm0 Al OI I t _i C r IS MAX. SHUTTER SPAN ,9 r FOR 6.0 ACCORDION SHUT R SYSTEM, SEE TABLE 1 A x FOR HR ACCORDION SHUTT R SYSTEM, SEE TABLE 3 Y( { >Z .._- N{ y Z = N N <Z m N £3 to m a Ml rn n y < Q ^ Z D A O m O 1A 4A HZ = o Sr - - 3 7mC m y I C m y o O O y A mr rnD D x y £Z O j y A D n x FLORIDA BUILDING CODE, 2004 THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORIZED '1E 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC 8Y iDHN W. KNEZEVICH, PE 0041961 ON SIGNATURE; ORIGINAL. SIGNED & SEALED HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. �i' revi io �^ ,y P,�& HR ALUM. A CORDION SHUTTERS not dale 'h deacn tion m r� !'^ t �C„ il° t F Th orntonnTomasetti Y t s oLL�) '.�` o p ��g 2 1 u� ♦ G nous les, we ,I Dl•anrn ria CSupp/y Gx. fne HOVE sfena� ifi —'l l - �. z'l0 I(_ Q 330 N. Andrews Ave., Sune 450 • Ft. IaudeM le. FL 33301 Tel. (954) 5Z2-3690 - Fax (954) 5Z2-3691 COA 4 7519 Website: www.TheTTGmup.com Copyright 0 2005 Thornton-Tnma5etll Group Inc. wil Ids iia ��.. +y. _'_-^� 400 Wert 4rcNab Rnad• Furl Lmrderdpre, FL 13309 Pani miormcoon: P:\FL1\Projects\KK5578.00\0rawings\R1-sub\05-578-02.dwg ACantt, 12 O0 i D. m O m to p r = D 9 I. X o � ,r 1.721' 1.690 W OAm D 090" V O n � 200 r➢ -'A T c c N r O mIm w 2 : T 7U7 Ns m I m— mN T D P za m m O N N _ N W n y� O v 0 r 2 � N ➢ D o w n J X w N N O N r N r N o 32 r m N O N AA n � � A z� I m ~ 7D V � r 2 T Y N N C P O I l AIn N H N I. � O0 i D. m O m to p r = D 9 I. X o � FLORIDA BU/LD/NG CODE, 2004 r8V1810ns N C71 _ �� pTl _Ino data. 6 q p,c. deeeri U. u n D S T m N N N ^ T rn i•.. m rn O O N 0 O N n D � P D W O N N r T' m I N rn • THE SEAL APPEARIN( 0 ~L 12/19/2005. THIS D( HARD COPIES TO TH 8�& HR ALUM. AC X71 e$ INDUST • • • i Diwbj % ab ,y Y - 100 Wu+MeNab Road 12: 21: 50pm 12/19/05 11:58 41 l m 1� 1.721' 1.690 W OAm O 090" V O r r to 200 r➢ -'A T c c N r O mIm w 2 : T 7U7 Ns m I m— 0 0 0 m O N _ N W n y� O v 0 r 2 � N ➢ D o w n J X w N N r 2 lal D(A '� N r N r N o N m N o 0 r m N O N 1.121' N � j I � O NO ➢g V P ➢ u r T a n � > Go, 0 N N C D � l AIn N N N r O rn "b n O w r C n 1ALaL o _ � N ➢ ((mm " m �n N N D n Z r to Ei N m m p W O1 n m 0 O < v 3 A D m NT N FLORIDA BU/LD/NG CODE, 2004 r8V1810ns N C71 _ �� pTl _Ino data. 6 q p,c. deeeri U. u n D S T m N N N ^ T rn i•.. m rn O O N 0 O N n D � P D W O N N r T' m I N rn • THE SEAL APPEARIN( 0 ~L 12/19/2005. THIS D( HARD COPIES TO TH 8�& HR ALUM. AC X71 e$ INDUST • • • i Diwbj % ab ,y Y - 100 Wu+MeNab Road 12: 21: 50pm 12/19/05 11:58 41 l m P � n 2 v 0 m J O D r N N rn A r m N O N � O O a P p 1f7 N N a _N rn N m o w r 2 D r = N N NT N m �O O J P N t N N rn 9 .o w 1.193" O O � N N m D m P JON o D Tm N m O N L y o o CUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON ISTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED E AGENCY WILL FOLLOW. SHUTTERS Th ornton•Tomasettf -','-= roup p -poi ;n io.maron. a`�FI_��,Projea s\KK 5578.00\Drawings\R7 -sub\OS-578-03.dwg MCpnm 12/19/005 12:22:00pm I i 0 inti E y. ON _ _3 T Oy " nI { m VARIES 1- MINI 9 rD-r mD -' I m � � o A a D" l r ^ n DiC F= S lP T mW D`� 8 o r Z T y m m IW - Dn ^mm m r0 N x r O r o' T m O 0.200 C � w V U O P .7 C " ^ y 17f W 2 Oa . a o rm m to N TDz I m x D,A r 0 m O—I P rn m I�.S N7C i c i ILAd NJ DID Tm W D k T n � m rn� '.Q m 12/19/05 11:58 "S O 0 inti E y. 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Antlfews Ave. Suite W Ft. 050 • Futle dale fl 33 Tel. (954) 522-3fi90Fax(54) Ft. 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A CORDION SHUTTERS, ' Inul date cv - Gesed Igen M nl l � - �I ThorntonxTomasettl s 330 0 N95AntlrewAve., SUrte 450- Ft Ld 6ude tlCalOe,A FL 3330 1 Tel. (4) 5.690fax (954) 522-39 N 7519 We 4 DI -' , /4 rcSpply Cx. Al N N E AdPYr 9 Cp t ht � 2005 Thornton-Tomasetti Group Inc. . N LaNderaa/e,. JJIl19 I Print Information: P:\Flt\Projects\KK5578.00\Drawings\R1-sub\05-578-05. dwg MCant. 12/19/005 12: 22:19pm 12/19/05 11:59 n m w On" NDPX z£o AX rp7 SAO#r� <W NNS ^O too £m°•x Om 1 Am1m O ANP: zo zmD\ nFo NDzn 'e� .tiyy Oct Z> = Dm3r Z, 00 OyZ�Z AO^ 3a,>o AD 2V1p0 1c On D��m N O�CN�� pN ZZ D pN nw D vn3d�° OO�y 'EJ= AN EDGE m£ m a AOvli�y A ! m tY m DIST. Da EMBED. yAQOO£ ca I N nA D m m FDO Vnm I i� - y n Tp �(.��), m yA_z CmZ - N m � OOr Z ?1 X 1.4 N=Zn?�mng �m �t, Zvnm� y m OAA�OD '"m ti +. 1.. MAX. 1 l/'�nu^)) ❑DS�I0 Z 9 02 AZj £C\ Z �...._. _..._._-_�. V A nm 0 O A 2 O Q -1 Z, D D 2 In ❑ r W mz . .. F0 £C� 3ymn�C Z ZA❑Z,. IA InA poD MAX. 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KNEZEVICH, PE 0041961 ON FLORIDA BUILDING CODE, 2004 c1 l +r 12119{2005. THIS DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED Sit SEALED _ = HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. �57HR ALUM. A CORDION SHUTTERS -� :',°� p _g._date 'o vw4deeonl tion nl �.I ThOrnton•TOmasettl `li-U LIT) els•s v Cl i y� 330 N. Andrews A , Su1te 450 - Ft. Lauderdale, FL 33301 1 O Tel. (954)522-3696- Fax (954) 52Z-3691 • COA 17511 v o..eo 1NDm� les, Inc. Website:.vww.iheTTGmup.com o don !a CsupR3r Ca, /ec Copyright v 2005 Thornton-Tomasetti Group Inc. I' _ _ " `"E'-'• J unn lve-sr MsNab R ad :Furt Larrderd.Ia FL 33309 I l Pant in lormatlo P'\FL1\Projects\KK5578.00\Drawings\R7-sub\05-578-06.dwg MCanlu 12/19/i2005 12:22:29pm i• M 4 O m 3m DX or OD ^ T � Im czA CN yZ EDGE DISTANCE Ar AZ a _ O m A viz n A00 �m P Am mN -IX (A y £ ~o + A W m an=OrmD� ny n O OR D R y Om2 rm 0 2 yn I nm0 A j '2•. ym vm0 J ZOArmX v�mCv v o ��n0- GD3nT.= nm mO I a rn x Z D,n„O ZL ZOAZ O�Zm _.MAX. SNU ITER -� O ZZ Ll awrn n�,^A LENGTH, �- !m n ,i I p5 mm P O mD F <O O ACCORDION SHUTTER mOEZA^a o SPAN SCHED., TABLE 1 = mOOm DOm DOm XA a c Z o n O D N \ M� 4' Or OD A n r j\ � N D0 m rO a °A '0 CZ ml ," ZOArX pnm.li 0 1~30^y nminm OAz LZlrnnm MqX cH T� �vwrn ma r>E<Z 00DO ACCORDION SHUTTER mo E^ Ant SPAN SCHED., TABLE 1 mooam 32 DOm XAm XC n O n O nZ A n N S ZOZ I _N m0 Nrn r O O Oti m 2 _�OADr pZ2��m m H NV ~D A H -a A oZ O 2 C �<ON,tTmoV 3m DX yX m mmm � Im czA CN yZ EDGE DISTANCE Ar AZ a CO m nmO 0CZ 3m WDSf1AP7 a0A"' Dx Nm m A viz n A00 �m P Am mN -IX (A y £ ~o + A W m an=OrmD� ny n O OR D R y Om2 rm 0 2 yn I nm0 A j '2•. ym vm0 40m Do v �m 03r- 3 Z a rn x P r O D`m -nim A O ZZ Ll D n oz z -Z !m n ,i I p5 mm P O mD T G nN \9+ n r•ynA 0 rn^oN a c sZ Om LA zc A m�m z V i._ ..._. OZ— Zrn 00 O J n O ,D- >.Z rn m O_ � Z /'1 yC Z ~ A 0 D s m vOn D c�0 O O Oti m 2 _�OADr pZ2��m m H NV ~D A H -a A oZ O 2 / X LMA-. SHUTTER LENGTH SEE ACCORDION SHUTTEq SPAN SCHEDULE, TABLE 1 x mmm -n =mz2F„r+ jX ADX c{m�£A-1 -cX N OOZm CO0'. :E I` AZ rNZ -ir CNOmOWOOCX �O DAO m Nm N�mr Omm Z ?CAO yrnrn�3aF N OTO onx zCm!nA p3_n=w I A MAX.SHUTTER I p LENGTH. SEE ACCORDION SHUTTER SPAN SCHEDULE, v TABLE 1 C �<ON,tTmoV 3m DX yX DACimN O D IIL ROi CN yZ EDGE DISTANCE Ar AZ DL1 rrn CO m nmO 0CZ 3m WDSf1AP7 a0A"' Dx Nm N _ Tmi.,A �m P Am mN -IX (A y £ ~o + A W m an=OrmD� ny OR D R y Om2 rm Oma ' CO Zm' Z cz1 s N m L1 030 < S DW : r N D '2•. ym vm0 rZ� N �m I ZP x P r O T I 900 \9+ n EN i._ ..._. OZ— Zrn n O ~ m 2D O CI I A O A „rr `+•,r FLORIDA BUILDING CODE, 2004 THE SEAL APPS: �g THE TIAL All H .��- 11 Z _ HARD COPIES T Q revi�' ' 8& HR ALUM. sl�ns *' i�c -noi date b deacri tion n is M _ / X LMA-. SHUTTER LENGTH SEE ACCORDION SHUTTEq SPAN SCHEDULE, TABLE 1 x mmm -n =mz2F„r+ jX ADX c{m�£A-1 -cX N OOZm CO0'. :E I` AZ rNZ -ir CNOmOWOOCX �O DAO m Nm N�mr Omm Z ?CAO yrnrn�3aF N OTO onx zCm!nA p3_n=w I A MAX.SHUTTER I p LENGTH. SEE ACCORDION SHUTTER SPAN SCHEDULE, v TABLE 1 N n D �NUTA N r vnm mm/� m D^mmgooU nZcm2 Ain n'T.mmm mpD r o ONOD2 Zm_ wmAn ONy M2 A! XAooA Ei n -yl z m fD"N -Ciao 3i 3. OZX 00Ir m C MAX. SHUTTER N D LENGTH, SEE n rn CORDION SHUTTER PAN SCHEDULE, A TABLE 1 D Oz: �� try I WA5 AU rHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON lSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED E AGENCY WILL FOLLOW. SHUTTE l Thornton•Tomasett>, iG yup 330 N. Andrews ave., Su_50 • FI. Laude tlal FL 33301 Tel. (954) 52b3690. Fax (9541 $22-3691 • COA q 7519 Website: www,Thel7Gl 11 1 m 'I =, iia `oi • • - 2 d ofvirmn ,p Aar supply G., lnc w. ' ♦ ; _ 400 ;Vt VfcVab Ruad e LeuJerdo-fe �<ON,tTmoV 3m DX yX DACimN O D IIL _pZ CN yZ EDGE DISTANCE m< Zz y�An �D201: DL1 rrn CO m nmO 0CZ 3m WDSf1AP7 a0A"' Dx Nm N _ �m P Am mN -IX (A y £ ~o + A W m an=OrmD� ny OR D R y Om2 rm ' CO Zm' Z cz1 s N m L1 030 < S DW : r N D rnn N 0 N n D �NUTA N r vnm mm/� m D^mmgooU nZcm2 Ain n'T.mmm mpD r o ONOD2 Zm_ wmAn ONy M2 A! XAooA Ei n -yl z m fD"N -Ciao 3i 3. OZX 00Ir m C MAX. SHUTTER N D LENGTH, SEE n rn CORDION SHUTTER PAN SCHEDULE, A TABLE 1 D Oz: �� try I WA5 AU rHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON lSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED E AGENCY WILL FOLLOW. SHUTTE l Thornton•Tomasett>, iG yup 330 N. Andrews ave., Su_50 • FI. Laude tlal FL 33301 Tel. (954) 52b3690. Fax (9541 $22-3691 • COA q 7519 Website: www,Thel7Gl 11 1 m 'I =, iia `oi • • - 2 d ofvirmn ,p Aar supply G., lnc w. ' ♦ ; _ 400 ;Vt VfcVab Ruad e LeuJerdo-fe P", Inlormatlom P \FU\Projects\KK5578.00\Drawings\R1-sub\05-578-07.dwg MCantu 12/19/2005 12:22: 40pm 12/19/05 12:01 CONCRETE EXIST STRUC ?yo �F ,�.i. ? ? C'Y / w N � -•off �mDmN Em <mi.�0 x YS_DOr u,w:s: N 2 r�,moDa -2r r 1. :m ..{ !n ,-0:Ew O�_A nxr•Z,n x InE�m Zn 08 X308 C1 r�O33�� nmE_ =DmD3 v = pppp ➢�mAZ .. 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I jW�m�� Hlm -Ia - W�d=o=�m "• -" - 0 _ -- �Iin - is - mlma 4 a �I- -I la WIa z a - - s a m _ - r � u a _ - �m a m D Zen �< �nrmm c 1 0 x n a It,noA a o z m Z D y �DCa D O pA -. y A m y 2 � � n C mA pZ' L, m D pC, O vin 3-'C Z U'-InOW m D D m A m 0 D H y y m Vt O Q m t, N i £ _ D x m T rn 0' y m O m 3 U z' D n Z D N X D x � � D ,a ➢ Z _ m J m 0 tD m N = D n D y m D Z C O n O S A rn r p D D rn N n p O Z A Z FLORIDA BUILDING CODE, 2004 rf THE SEAL APPEARIN ON THIS DOCUMENT WAS �1 G 12/19/2005. THIS DOES NOT CONSTITUTE AN EI HARD COPIES TO TH APPROPRIATE AGENCY WIL I& HR ALUM. ACCORDION SHUTTERS PF _ JDi�ivuin,J.1 swpiY Ca. lnc, �� ••�, • � Ye, foa'Vc ,Wc Yab Raad • art LaNde d lc, FL 33309 W. KNEZEVICH PE 0041961 ON ORIGINAL, SIGNED &SEALED Thornton-Tomasetti (j"-JLT J. Andrews Ave., Suite 450 • Fc Lauderdale FL 33301 ;954) 522.3690. Fax (954) 522-3691 . COA A 7519 v = - - - - - _ - P N a < a m v A D 9O Z 20 X z z m S A 2 rf THE SEAL APPEARIN ON THIS DOCUMENT WAS �1 G 12/19/2005. THIS DOES NOT CONSTITUTE AN EI HARD COPIES TO TH APPROPRIATE AGENCY WIL I& HR ALUM. ACCORDION SHUTTERS PF _ JDi�ivuin,J.1 swpiY Ca. lnc, �� ••�, • � Ye, foa'Vc ,Wc Yab Raad • art LaNde d lc, FL 33309 W. KNEZEVICH PE 0041961 ON ORIGINAL, SIGNED &SEALED Thornton-Tomasetti (j"-JLT J. Andrews Ave., Suite 450 • Fc Lauderdale FL 33301 ;954) 522.3690. Fax (954) 522-3691 . COA A 7519 P. ml : matron. P \FLI\Projects\KK5578.00\Drawln9s\R1-sub\05-578-08.dwg MC -t. 12/19/2005 12: 22: 50pm_. 12/19/05 12:04 Dr, � Z D - TC 2 2 9~rn x0 n m IU VO � m rlr ut y O D O .0 A A Z ,Z S2 P Ny Z ➢Z pi z.a 0 O 3 D �d /? yO mo D Z 0 0 O nAC UU ,wl m OZ A O OD- .. roti®�Boo�B�`��o06 Z < A4 m CIU m rnl Urn T U y mZ x UU z T �'% 3 o� o A A n A Cx AOB 2� <^ 0 z ^ z m ? O A - O ©©l� ION= - 01, m O O A 000 Q z U O �� v D = T O � m z cl D o A r ILAZ N m 09v - TC 2 2 9~rn x0 n m IU nOZ ut y O D O .0 A A Z mtim S2 r D T Ny Z a N y00 ODZ 0 O 3 D �d /? IZ, flat 0 nAC UU ,wl m i 3 G A O .. roti®�Boo�B�`��o06 n A m O ?<-uzmom < mzm m AZ Z Z D 0 a O C y O D z T 2 0 2 U A n A m z Oblow -<X (% <X V U AU N m 09v 11 TC 2 2 N Ilall 'o x O D O .0 A A Z J O N sp�R r D T N a N rZj i NIP �d flat ,wl m N .. roti®�Boo�B�`��o06 OEM=©o000\'TODD �oo�;�o©oeia000 Oblow - oao� ©©l� ION= - 000 �� on �ooBoo0000INS �006 -<X (% <X V U AU N m 09v 11 TC 2 2 N �O m m�p U sC m CCN 'o x O D O .0 A A Z J O N sp�R r D T N a N rZj i NIP �d flat i FLORIDA BUILDING CODE, 2004 - O HR ALUM. A( oe'J ..- 8 g �i E �& Ino date I E deacd tion t � n o j s. oswwa n.nr n. a �� nc �X ~ m 9 �,�xlfiL CA 71 's ��'' ieoue ,� � p aDh'ion n7A ix a'i�I!—. e��•3, •• � JO97Ye�'(,NctVab AuaW• ON Th WOOD EXIST, STRUC N�mrA A B s �j mt.3m0 Q�DtiEE Eti Z9T OZAa13o =^ z- r 5 !E ZF E A 0 P'o Im .e Jim w a N rZj i NIP �d .eta a. ,wl m N O IIS L OCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE )041961 ON f CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED )PRIATE AGENCY WILL FOLLOW. ION SHUTTERS ThorntonwTomasetti _roup 330 N. Anorews Ave., Surte 450. Ft. WuderdaI., FL 33301 Tel. (9 54) 522-3690. Fax (954) 522-3691 • COA 4 7519 Website; w TheTTCmuP.com -sub\05-578-09.cwq.. MConlu 12/J0/3005 04:07:03pm n �<\ Z. ° Dx mI"m X w mWx 3m OAD yP x D ICC N 3 n AC m 3 01 {Do m { ar•o v�v X w rDr D O T 3 OZ� z o ZN r I A m ° ° C O' N 01 { � D O -1pwD N ° N 2 C P D I r n m I A mI / n D r O OP C m� n n mm N DNSAy mN �Aw r rp�Aw I m 3NN NSA =D mmrn O mmm AVr p >- 3zm Zx x !omW 1� CZ po8 nA> zo1ZN Cori nA1 In jn mmm ANN mA#3 vt IZZ� ^' itt; �o a O A > D C Z x <N U(A'0 DOm. {N. vN T! 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THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. 'In iHR revisions> ALUM. ACCORDION SHUTTERS To ,o esen hornton-Tomasettl v, r< v 330 N. Arid—522- ave. Suite 450. 2 Lautlemale, FL 30 I Tel (954)522-3690 bme:. Fax 954) 522- , o v I M1'= RIES.II 1 Website: www�TheTTGr°up comCOA 117519, CO 1: _ --- +n, q4 Csupp/y Ca, Ina n I Copyright O 2005 Thornton-Tomasetti Group, Inc .y • J0a IV-rr,4fcNab R—d • Fon L ,4Wa/e. FL i3Jn9 m m 00 X / 01 O T 3 N z � GI I C J D N N J Z N n D C OP m� n mm m I I pCl y= DO Ln m m m 70 £ IIA 3 m r m 0 o �. 3 m X THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORIZED 8Y IOHN W. KNEZEVICH PE 0041961 ON FLORIDA 8U/LD/NG CODE, 2004 Ct G L 12!19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. 'In iHR revisions> ALUM. ACCORDION SHUTTERS To ,o esen hornton-Tomasettl v, r< v 330 N. Arid—522- ave. Suite 450. 2 Lautlemale, FL 30 I Tel (954)522-3690 bme:. Fax 954) 522- , o v I M1'= RIES.II 1 Website: www�TheTTGr°up comCOA 117519, CO 1: _ --- +n, q4 Csupp/y Ca, Ina n I Copyright O 2005 Thornton-Tomasetti Group, Inc .y • J0a IV-rr,4fcNab R—d • Fon L ,4Wa/e. FL i3Jn9 P\FLI\Pr9 iect,t\KK557B.00\Drawings\Rt-sub\05-578-10Aw9 MC -W 12/19/2005 12:23:12,, °30 NDmx r<f N�r I DFOm O D1o.�Zo ZO MX ^ CTP 9N y= 0 c f^ O 3 m N A �� ^O m1 mro-y pmyW £ma•x N❑ U p C a^3� '� 01 O Z fm OZ zmp- ma EMBED. Q opo£ i p D rn 3 r w2 z>'0 Z3 pn 0 z Z Z DO 0 ❑D 1> mm Z Z ❑my mo AN EDGE rnF m 2-1/2'• NAvI o£ DISI. '0O DO m 12/19/05 12:05 O I I ii — It m t• I I m O 1 / ❑ i11 I I O n C ❑� n O 2xanmm0 II -z .SZ -Z C zZoel�mg -- I\'iarl�OnppyoTDZ7 O i`. 4 3"MAX. �i ❑DImOz DNZTAn NFC Z ..t_- LD120m2 N O y2-1DD0 NOr r AOr'z -I z O�DyXA 2rn3 anm Ci Ecl� £c�C DDmm� A Z Zm' _ myD MAX. SHUTTER �mrnn Nx IDH O�r O >cp o10D ^ m❑m 21 111 p0X ` LENGTH.SEE Z❑fa ^y mi3 m 3 ZIfmC p A Dnmmp <Cp ACCORDION SCHEDUIE,R cc^IZ„ paX MAX.SHUTTER IA0D 0032 'n OYZCm2 920 TASLE3 rn cm ym LENGTH, SEE fymx mZ XDrn m -z Zm z3 a>Z - v0M ASPA �ISCHEDULEER 910 - 3N0Z ZA -Z3 TABLE 3 --Z O,,0>0Z x Z xoZm ^Q AX n�Z ^O mN FDO �!`m Ate, 20ry _ZXA Iv Oa m� AT1 0Z W 91rn- A mOZ N>X O D Z IIYI x Z C n ❑ 9N ° o30a 1zzo D 3rnD3 OD .4 'z 'z SCI pja Oct nP.fm Nco ow O VO3� ON >/D� nP m O N� -r ❑ly '00 3 pN DEMBED. �� -tAvp ^rl l < nm:m 0 �D❑: �❑ EMr BES vyicr3ni EMBED. WGn 1-1, r O N 3 o AN � D °v ^ m \ �Dovnm /_ m m Z O. IJ ZT.D rDlmnm+0 -_ WTNNA _ y y=❑A2 W IxDnmm j/- m GOl o 01, DmnA ❑� 1111 Z� m 2 = ° N Dyz�T-2 \ I� N ❑ Op DrtODa ym N '9� R' N^Zclmn�s n O_ AZ D m OO. \ T y D1 mDO Cc r 22 r jo 0 o - C 3 O^f0 yAZ� lym \ FL1\ O�DyXA 2m ° O N r \ E�� C_ D 0m Z Zm myy MAX. SHUTTER Z C DzIn32 ` OCC r N❑r NNA ZO Ax „f,az ZNN Ati fox LENGTH SEE ? o�D1xn m�3 mm3 U^T =p m, 0, O �DSmII -lm ACCORDION SHUTTER N Z Zr; MAX. SHUTTER ;ao OZ m 0 nmm <❑" 6A yD p nmm0 O- O D_o ma Alf SPAN SCHEDULE, Pm'1 mom ZN,Imm, aoX LENGTH, SEE -^ x 0fZ fA^n �Zc, ;-,20 TABLE 3 C D Oy Sign ym L1, Zm Z c DOmnA I'1 O ymm ACCORDION SHUTTER <❑m r� D = Z O ❑ D^OAa �Cm SPAN SCHEDULE, A10 MA 0==0 31Dnmm a2 � Z Acz Gl�zm _23 TABLE 3 -z3 oD$ yczi�^ z,ozz :0 N D mnfl Z� L12 mn nP m mp3^ NNml1 NNm� 3D ma Ll z n y = 0nO fzf] T7nm NQ DO Z DS m£ m FDO Dmmp D:t Z=An2 Xp .00 =2XA Hama Hama V0321 D❑ 610ZIZiE 61r❑-Zes �ZXDm m mma mma EDGE EDGE AZZ AZa DIST.DIST. XA XD O mT, \ mI j"^ CC a ` o citill m v N -1X a0N N, \ A - 1 IW CU11'1rn�U Imm Lp_ OcLl N�c QAZAA 3 n ~ to 02amzz z 11r,nm D y Z CG11-Zr+i Gl Ztn XAm Z mn� nr9 r m m m {n ODZ D=0 ;off o 1 Z- Z X A A { c r � y I :E 1 _ F0� yao >or r Nar�g3 2mS 2m3 pr1 Sn D 'm y D MAX. SHUTTER LENGTH, SEE y D tD ,y m X ACCORDION SHUTT R SPAN �; oy m m <cp SCHEDULE, TABLE 3 <ci y m VNp 9NOSP O LZlD P. 2 1.p v F ' THE SEAL APPEAR[ N ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON FLORIDA BUILDING CODE, 2004 G y `�'t 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. y .* �.IS HR ALUM. AC ORDION SHUTTERS .h h�i� O no. data , descn don n + ..� Thornton•Tomasettl ri)up �J-1 p 330 N. Andrews Ave. 3 ite 110. 11 au lde dale 33301 loll C.J7 7 `-- t Tel (954) 522.3690 • fax (9 14) 522-3691 COL A 4 7519 to � CO j �' �� NOUST IES.ING j Website: www.The1`70m.p.— z=I ... i .I Drvabrri � A .Sx➢Pty C .. /mac tnn Ivmr McNeb Road - un Lu d wa/a FL 13309 l CoPYriph[0 2005 Thornton-Tomasetti Gro u,, Inc. r<f N�r •,wx x �' � 9y\ O D1o.�Zo ^ CTP 9N y= 0 c f^ O 3 m N A �� VDI mD N❑ U p C a^3� '� 01 O Z AAONOy f ma EMBED. Q opo£ i y ^ A N O I I ii — It m t• I I m O 1 / ❑ i11 I I O n C ❑� n O 2xanmm0 II -z .SZ -Z C zZoel�mg -- I\'iarl�OnppyoTDZ7 O i`. 4 3"MAX. �i ❑DImOz DNZTAn NFC Z ..t_- LD120m2 N O y2-1DD0 NOr r AOr'z -I z O�DyXA 2rn3 anm Ci Ecl� £c�C DDmm� A Z Zm' _ myD MAX. SHUTTER �mrnn Nx IDH O�r O >cp o10D ^ m❑m 21 111 p0X ` LENGTH.SEE Z❑fa ^y mi3 m 3 ZIfmC p A Dnmmp <Cp ACCORDION SCHEDUIE,R cc^IZ„ paX MAX.SHUTTER IA0D 0032 'n OYZCm2 920 TASLE3 rn cm ym LENGTH, SEE fymx mZ XDrn m -z Zm z3 a>Z - v0M ASPA �ISCHEDULEER 910 - 3N0Z ZA -Z3 TABLE 3 --Z O,,0>0Z x Z xoZm ^Q AX n�Z ^O mN FDO �!`m Ate, 20ry _ZXA Iv Oa m� AT1 0Z W 91rn- A mOZ N>X O D Z IIYI x Z C n ❑ 9N ° o30a 1zzo D 3rnD3 OD .4 'z 'z SCI pja Oct nP.fm Nco ow O VO3� ON >/D� nP m O N� -r ❑ly '00 3 pN DEMBED. �� -tAvp ^rl l < nm:m 0 �D❑: �❑ EMr BES vyicr3ni EMBED. WGn 1-1, r O N 3 o AN � D °v ^ m \ �Dovnm /_ m m Z O. IJ ZT.D rDlmnm+0 -_ WTNNA _ y y=❑A2 W IxDnmm j/- m GOl o 01, DmnA ❑� 1111 Z� m 2 = ° N Dyz�T-2 \ I� N ❑ Op DrtODa ym N '9� R' N^Zclmn�s n O_ AZ D m OO. \ T y D1 mDO Cc r 22 r jo 0 o - C 3 O^f0 yAZ� lym \ FL1\ O�DyXA 2m ° O N r \ E�� C_ D 0m Z Zm myy MAX. SHUTTER Z C DzIn32 ` OCC r N❑r NNA ZO Ax „f,az ZNN Ati fox LENGTH SEE ? o�D1xn m�3 mm3 U^T =p m, 0, O �DSmII -lm ACCORDION SHUTTER N Z Zr; MAX. SHUTTER ;ao OZ m 0 nmm <❑" 6A yD p nmm0 O- O D_o ma Alf SPAN SCHEDULE, Pm'1 mom ZN,Imm, aoX LENGTH, SEE -^ x 0fZ fA^n �Zc, ;-,20 TABLE 3 C D Oy Sign ym L1, Zm Z c DOmnA I'1 O ymm ACCORDION SHUTTER <❑m r� D = Z O ❑ D^OAa �Cm SPAN SCHEDULE, A10 MA 0==0 31Dnmm a2 � Z Acz Gl�zm _23 TABLE 3 -z3 oD$ yczi�^ z,ozz :0 N D mnfl Z� L12 mn nP m mp3^ NNml1 NNm� 3D ma Ll z n y = 0nO fzf] T7nm NQ DO Z DS m£ m FDO Dmmp D:t Z=An2 Xp .00 =2XA Hama Hama V0321 D❑ 610ZIZiE 61r❑-Zes �ZXDm m mma mma EDGE EDGE AZZ AZa DIST.DIST. XA XD O mT, \ mI j"^ CC a ` o citill m v N -1X a0N N, \ A - 1 IW CU11'1rn�U Imm Lp_ OcLl N�c QAZAA 3 n ~ to 02amzz z 11r,nm D y Z CG11-Zr+i Gl Ztn XAm Z mn� nr9 r m m m {n ODZ D=0 ;off o 1 Z- Z X A A { c r � y I :E 1 _ F0� yao >or r Nar�g3 2mS 2m3 pr1 Sn D 'm y D MAX. SHUTTER LENGTH, SEE y D tD ,y m X ACCORDION SHUTT R SPAN �; oy m m <cp SCHEDULE, TABLE 3 <ci y m VNp 9NOSP O LZlD P. 2 1.p v F ' THE SEAL APPEAR[ N ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON FLORIDA BUILDING CODE, 2004 G y `�'t 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. y .* �.IS HR ALUM. AC ORDION SHUTTERS .h h�i� O no. data , descn don n + ..� Thornton•Tomasettl ri)up �J-1 p 330 N. Andrews Ave. 3 ite 110. 11 au lde dale 33301 loll C.J7 7 `-- t Tel (954) 522.3690 • fax (9 14) 522-3691 COL A 4 7519 to � CO j �' �� NOUST IES.ING j Website: www.The1`70m.p.— z=I ... i .I Drvabrri � A .Sx➢Pty C .. /mac tnn Ivmr McNeb Road - un Lu d wa/a FL 13309 l CoPYriph[0 2005 Thornton-Tomasetti Gro u,, Inc. P:\,FU \Projects\KK5578.00\Drow�ngs\Rt-3ub\05-578-11.dwg MContu 12/19/2005 12: 23:21pm 12/19/05 12:05 s W rlie`0D••1 Dj=-im Zr NOm b IDmDOmmxmZ r xm 9mi TR -1 w O<yC0-D4NygA ymoDm<iAr� m >y IrOD •. rComZrDmO, NmAOZDO�Om AOZDpOS)=0£ Z -1n CDAm.-O-t NOvmOmOpmx NNDCN~ Omm�m�DyAm RMlam�p-imZD AoOrm 3ymm Dm -1>>m ZoXmrIp➢ n1=yZmmNX FLORIDA BUILDING CODE, 2004 p �I` nm date by de: co T G r� 1 •p. H �zs.nrcc'� 400 wo Mcm>-,3mx 'yX y1<ONm T Om -.0 DA^imN D D''LJ DnmmO DAN n—O 03 rnN Cy x EDGE DIST, ��Zm mm bm y rAn 0' <�C Az y= r.iTmm �� CGl 'DIm v DnmMA mMN 3X m ONpDZ 20 o~ mS� O D. Nrn mpOrNim w Amy mN tiX im :'n ur c w' iuo `oo m DZ -+ m m a 0g ^ 0 0 o c o 0 0 0 0 0 0 0 0 o N DZ O a8 �s MAX. SHUTTER OZ2. LENGTH, SEE nmm ACCORDION SHUTT C £ O SPAN SCHEDULE r D Z TABLE 3 O •O O u] � p O N w F` C o;m to H ON g�•. OIOIO ON,• p•'O m {. �r O PZx M T m33 0� mC n Rm�1 1 y r ~ DCS m Zm — za cc N mrn FLORIDA BUILDING CODE, 2004 p �I` nm date by de: co T G r� 1 •p. H �zs.nrcc'� 400 wo Mcm>-,3mx 'yX y1<ONm T Om -.0 DA^imN D D''LJ DnmmO DAN n—O 03 rnN Cy x EDGE DIST, ��Zm mm bm y rAn 0' <�C Az y= r.iTmm �� CGl 'DIm v DnmMA mMN 3X m ONpDZ A Z m o~ mS� O D. Nrn mpOrNim w Amy mN tiX Wm32 VmDOm 2 D A' NZox 0,-, >Z n� U rrm r0 tiZ lnAxA F�7 m m \ Dm Cr O Z m CL1 Z�mti 2 LZ1 ~ m D ti DZ -+ m Np p c I D = O a0 <O AA m XC :E C' m � rnC1 rAD mr O< Z m ~_ I . �r �m ONZ ti DZ -+ m 00 < c o� 22z: DZ nN ➢r Com �DC3 mp Nm �•'.22D MAX. SHUTTER OZ2. LENGTH, SEE nmm ACCORDION SHUTT C £ O SPAN SCHEDULE r D Z TABLE 3 1N2 I- mZ 1 <O m XC — - m � �I ll mr cl . �r �m 111 III oho �M DZ -+ m o� 22z: DZ nN mp Nm Y Z p H C rn z m £ D =:E m A V CZ AL1 m m r=0 A a°z D 0A o➢m< Z r WMorn Cc:,",moN Nrn r3 r- m33 0� mC n Rm�1 1 y r ~ DCS m Zm I tD xn cc N mrn 1 � A O- D NL1O yC r DN m G mp V1 r 0 p�N o C xZ m EA < mZ O C } M m o o M z £ rn m r 7p O Z L1 � A D D C N CC Mm 1z v < T tTi Z2 m A m Om om n 7 ~O WmvmO m- 1 \\d — - m r —am �I ll cl gym= 111 III oho �M o� Ao 0- t c x L Arr[AKINUN mu UUCUMENT WA5 AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON 119!2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED RD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. HR ALUM. A CORDION SHUTTERS Th ornton•Tomasetti (,, ..>up 330 N Andrews Ave., Suite 450. 11 Laude dal FL 33301 Tel. (954) 521-3690. fax (954) 522-3691 • COA k 7519 sous. I Website: www.TheTTOroup.com a nrt.w.n „i a QSuYP1Y!nc 57 Perl,Neva6 Ruad •Fort Lauderdale. FL JJ309 �Copyright 0 2005 Thornton•iomdse[tl Group, Inc. Prin1 Information: P:\FI I I i N Z - , v�n ^ v� n O O K 2 M �\ N N vn _ _ 1 yZ OQ � O N o D N� ODZ An n D 3 m 'A rn I Dm !Dn N S2 DIt 2�A o N 0zOZ Dlx O A D z m- 0 m TN - oG1° O A O O m n� Oy m 3 m OA- z I m m m Z Z D D = m nx D � n rnlA AA C o Z C=N �n a A Z N m T N O W r m A Orn NC m2WmN n r nn x 3 , o cmo rN O� Z^ Q N <^' Z :� ANO m Oma 0 A O m A -� .Jzz4 A (r� � n m Z a) m O A r D CA Z ^ O Ix - , v�n ^ TN\p J. rymB T r=0 n0z 2 M �\ N N rN^ 0 _ 1 yZ OQ � O N o D N� ODZ An n D 3 m 'A rn I N2m O T N Q m o N 0zOZ C n A 1 O A J� '�W�'xNEo8V1 Z 0 m O<A O A O O m z N m 3 m < rn z I m m m Z Z D D O O D � n � z m m C o Z i 0 �n a A Z I m 0 W r -sub\05-578-13.dwg MCantu 12/1 FLORIDA BUILDING CODE, 2004 c1 12:23: 41 pm 12/19/05 12:08 WOOD <x (x EXIST. STRUC AN AN £ J�' TN\p J. rymB T Om EP �\ N N FvDv2s AZZi 0o om^,o 1 Cw m 0 O A N o D N� AarD yS1D D D r O m N ZA�2D A O 'A rn I c� oA r D m o D A O A FLORIDA BUILDING CODE, 2004 c1 12:23: 41 pm 12/19/05 12:08 WOOD EXIST. STRUC Pj £ J�' TN\p J. rymB T Om EP 9 FvDv2s AZZi 0o om^,o nmzo =u�i c AA0 yy m IO y m C AarD yS1D D D r O m N ZA�2D A A Z Z QN c� oA m Z Eric=i J� '�W�'xNEo8V1 w � 'r J J 0 m r r P P P ° m alp P P 5, m^ m DC1 m z m Z m n Z r Z N Z m W r m A Orn r ZZ w r n~n T ss N nEAmN m mDD2 :,><::F, ZAnD--r. OtirnNAArnN mm ➢ymCnm-I =A DUn r00➢mmMr mmm QZZ v~Orm rn-m{m o30Z�OAyZ'N Z N NZm IAmUImr ONmm m3A VI.Zn C DHAD mgt. 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KNEZEVICH, PE 0041961 ON ORIGINAL, SIGNED & SEALED jll� ij revisions Y i • It4i - m m8 HR ALUM. ACICORDION SHUTTERS O �o -npl date ibyl descrl tion t .—�� C) 43 Th orntonaTomasetti 0UP t (J7 f C U q �rav[ Sre.. X 330 N. Andrews Ave. 5ui[e 450 • Ft lautle dale FL 33301 lity 11 V 1I� - O`� Tel. (954) 522-3690: faz (954) 522.3691 COA q 7519 Ixpuar Ias.IrK. Nebsl[e: wsvw.TheTTGroup.cam i�l 1�sl n o �Q''• + ,r D;.'mo j� Suppy C.., 7ne Co yn ht 0 2005 Thornton-Tomase[ti Group, Inc. 400 West McNab Ruud •-L-d,,dare.!'L 33309 'OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-60033787 Date 8/25/06 Property Address . . . . 111 SCHEIDEL CT Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuati n . . . . 1300 ------------------------------ Application desc --------------------------------------- - ---HURRICANE SHUTTERS k --------------------------+------------------------------------ Owneri Contractor ------ ------------------------ NOBLE JENARO RIFFO REMODELING SERVICE INC ATLANTIC BEACH FL 32233 2739 RUTH DRIVE (904) 241-1222 JACKSONVILLE FL 32207 (904) 731-5819 --------------------------------------- Permit BUILDING PERM ------------------------------------ ET Additional desc . . Permit Fee . . . . 40.00 Plan Check Fee 20.00 Issue Date . . . . Valuation . . . . 1300 Expiration Date . . 2/21/07 ------------------------ Fee summary =-------------- Charged --- ------------------------------------ Daid Credited Due ------ ---------- ---------- ----------------- Permit Fee Total --------- 40.00 40.00 .00 .00 Plan Check Total 20.00 20.00 .00 .00 Grand Total 60.00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDA IqCE WITH ALL CITY 011 ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f CITY OF ATLANTIC BEACHI Yj PLAN REVIEW SHEET � Building Department Public Wor&Public 800 Seminole Road 1200 Sandp Atlantic Beach, Florida 32233 Atlantic Be (904) 247-5800 (904) 247-5 (904) 247-5845 Fax (904) 247-5 PLAN REVIEW COMMENTS Permit Application # Q 10 .3.3 7� Property Address: Applicant: Q Project: i /✓i Project: This permit application has been: ❑ Approved as noted by the Final application approval in ❑ Reviewed and the following items f Utilities Departments S.�Makowski er Lane S. Doerr h, Florida 32233 R. Carper 34 D. Kaluzniak 43 Fax Public Safety of- (— J#P n S Department. list come from the Building Department. need attention: Please re -submit your application when t ese items have been completed. Reviewed By: Date Contractor Notified: Date: 'r G CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, C ARAGE DOORS, HURRICANE SHUTTERS %o ,�•� Date: Please submit (2) complete sets of plans with application. Job Address: I / /S c5 C Yee CY CT nwnPr- 1/ —7—/ A44 Z-- N O bl Address: 111S' SCH670C61 PZ; 4774,Vr/C Legal Description: Block Number: Lot Number: Contractor: J(E� f)cw O J2-..� F pru eMy 64� n5 Address: 3L7 39 T--0Vk, 9"e— city: jCicy s0r-ii e-- State: Describe proposed use and work to be done: �1us SCG✓ Present use of land or building(s).- Valuation uilding(s):Valuation of proposed construction: /,jz>ep) Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height 16" (ft) Building Width .40 Roof Slope fl-AWindow Height Window Elevation from Grade 3 (ft) Measurement from corner of building to window Number of windows being installed 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Page 1 3? -03&3 Phone: Zoning District: ate License Number: —3 7Y5 Phone: Zip: -32-2-07 Fax: OL -06<,- required? &P If yes, please submit with this ,ft) Building Length C (. ) (ft) Window Width N/i4 (ft) Mean Roof Height Florida 32233-5445 • http://www.ei.atlantic-beach.fl.us Revised 1/27/03 Procedurcu In order to expedite issuance of permits result in delay in issuance of permit. In addition to the building data, the following information is 1. Manufacturer's Test Report with Uniform Structural Load 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: as appropriate. Incomplete applications may Date: 2 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether spe ified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct an/hat the pjis and ,Oost4pporting d to have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all regarding this application (please print). Name: Advance Hurricane Shutt rs Name: 2014 E. Adams St., lax., FL 322 )2 Mailing Address: Contact: Victor Reyes 904-622-643 5 Cell 904-807-0174 Fax: 904-807-01 8 Telephone: Email: vreyes@advancedbuilding biz AS TO OWNER: Sworn to and subscribed before me this - day of State of Florida, County of Duval WITRICIA A. ♦4•pY O NoWY Pubic - SlEZ e . Y CON14hil" Exrpk�2010 :N Bonded BY NsMonNon. AS TO CONTRACTOR: Sworn to and subscribed before State of Florida, County of Page 2 E -Mail: Notary's Signe: ® Personally known ❑ Produced identification Type of id ntification produced 20 D day of I ��''"�'� , 20 D Yal�•�yO�si126,?0�• � y z: D Notary's Sign; y i 527471 •: ti '?p; ae , Personall ��`�Fgo��* ❑ Produced '/#161t►idta"tType of ii 800 Seminole Road • At1w Phone: (904) 247-5800 • Fax: (904) known produced Beach, Florida 32233-5445 -5845 • http://www.ei.atiantic-beach.fl.us Revised 1/27/03 Duval County Property Appraiser - Parcel Summary *4*0.*0 0 1v TV Proper -"-- Appraiser Sp W1 n ,A; I W conisc, 119 Home > Departments > Property Appraiser > Duval Coun�y Database Search Page 1 of 2 Parcel Information Prt tab!l'Ye#'s -- Owner's Name: NOBLE VERTIMA J Real Estate Number: 178958 0840 Secondary Name: Property Address: 1115 SCHEIDEL CT MailingAddress: 1115 SCHEIDEL CT City: ATLANTIC BEACH ATLANTIC BEACH, FL Zip: 32233- Unit Number: 15 Zip: 3223 2006 Exe pt Value: $25,000.00 PARCEL DESCRIPTION Property Use: 0400 CONDOMINIUM Transacts n Date: 10/28/2005 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL the actual amount of COURT UNIT 15 - 1/18 INT COMMON Transaction Price: $79,500.00 documentary stamps paid the time of ELEMENTS O/R 12848-787 ing. The current recording. rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buil ings: 1 Official Record Book and Page: 12880-1401 Heated rea: 0 Map Tile: 9417 Exterior Wall: VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL Land Value: Taxing A thority: USD3 Class Value: County T x: Improvements: School T x: http://apps.coj.net/PAO/RENO.asp?RENUM=178958+ 40 7/28/2006 rlor�.;Li Building Codc Online IN'•CxM +"�uw+�Yrr r .cn�w nmpT,MY>�^u%a,7Mw±. r UIRtN xC�Saxti ,�� , ;I 'M , AIR MA �.� "rlka 4S e'F 1pfT. ��re6QY CG1F SE£tr'lR A H{,i? F4i °uk' TM7gif+7x+'Nc°5fM7$Sk In ��iiRTA�� :r �t't�ry �k�%{Cf �Y}YthK'!W M1i.}mnF!Wfy� ,•,IISEC7G�R G}ERAf�s n 5'i:ryt "•4FCIR�f�/'4R+�i5otdl = a�TJ�� {�stiGrAx�tr�PGQ �s��'�i Lu I BCIS Home ( Log In 1 Hot Topics j Submit Surch r x`f!Product Approval USER: Public User Product Aooroval Menu > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Pagel of 3 1h�O%T+NMy ��s•-�.m � i t ��I f a n: e1jS-`r�: �'•{kfra rs tis�� i J t.��{ e I Stats & Facts 'Publications FBC Staff I BCIS Site Map j Lin or A ollcation Se r h > Application List > Application Detail FL2249-R3 Revision 2004 Approved Quality Assurance Representative Address/Phone/Email Category Subcategory Town and Country. Industries, Inc. 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 970-7700 tomj@tc-alum.com Iladimir Knezevich jk@knezevich.co � • 'homas B. )ohnsion .00 west McNab Rd. 't. Lauderdale, FL 33309 954) 970-9999 omj@tc-alum.com hutters ccordion " Compliance Method =valuation Report from a Florida Registered Architec icensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name ohn W. Knezevich who developed the Evaluation Report _ Florida License E-41961 rlor%d Buil�dnc, Code Online Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date SuiJmitted Date Validated Date Pending FBC Approval Date Approved Pale 2 of 3 National Accreditation and Management Institute ORLANDO L. BLANCO, P.E. Standard ASTM E330 SSTD 12 Method 1 Option D 12/31/2005 1/5/2006 1/9/2006 2/7/2006 Year 2002 1999 !Summary of Product's I FL # Model, Number or Name 7 Description 2249.1 6.8 and HR Accordion Aluminum Accordion Shutter Shutter Limits. of. Use Insthllation Instructions - Approved for use in HVHZ.: Approved for use outside HVHZ: Impact Resistant: Design Pressure:+/- Other: Use of these product shall b in strict conformance with the requirements of the reference drawing prepared by TTG., Inc. These Verified By: Evaluation Reports PTID 2249 R3 T05-578 DWG 68 -HF 12.pdf PTID 2249 R3 T 05-578 Report 68-S 12 R3.pdf products are NOT suitable for. instal la ion in the High Velocity Hurricane Zone. .These products may only, be installed on concrete, ho low concrete block or wood substrates. For all other conditions site specific design shall bE by this office 6r our delegated. engineer. Shutter spans . less than 32" are not acceptable per the provisions of SSTD 12-99. ---------------- 68" Accordion S utter Extruded Aluminum Folding Shutter of Use use in HVHZ: ved for use outside HVHZ: ct Resistant: FrrApprovecd,for Installation Instructions Verified By: Evaluation Reports n Pressure:: Use of these product shall be in strict ,Florida Building Code Online conformance with the requirements c f the reference drawing prepared by TTG, nc. and comply with chapter 61G15-23 of th Florida Administrative Code. These products are NOT suitable for installation in the High Velocity Hurricane Zone, These products may only be installed on concrete, hollow concret block or wood substrates. For all other conditions site specific design shall be by this office r our delegated engineer. Shutter spans le s than 32" are not acceptable per the provisions of SSTD 12-99. 12249.3 11HR Accordion Sh tter L imits-ofse for use in HVHZ: for use outside HVHZ: esistant.: Design Pressure:+/- Otherl Use of these product shall be in strict conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida, Administrative Code. These products re NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditi ns site specific design shall be by this office ar our delegated engineer. Shutter spans les than 32" I are not acceptable per the provisions f SSTD 12-99. Page 3 of 3' Extruded Aluminum High Rise Folding SI Installation Instructions Verified By: Evaluation Reports .'Florida Building Code Online y';"�'"" BCIS Home I Log In I Hot Topics I Submit Surcha Product Approval USER: Public User Product Approval Menu > Page 1 of 2 E � I I JltfbnCa ctvrf ' i r, u i I tr .n 1 mill3 € t >.' � Lt �..l:t�:J_..1.!.:r�::: w.•r:J�:..s�:—}JL�i.i"-i..,.;x.>�'`.'"`-..:..' 'fir' iuh.:Lf e I Stats & Facts I Publications I FBC Staff BCIS Site Map I Lin > Application List > Application Detail > Application Checklist Form #: 9B-72.1.30(3) �i 1. Verify the method of demonstrating compliance is from an entity approved by the Flori,da•Building Commission. Ii 2. Veify submission of the evaluato may be a test lab, certification ac Architect or Florida Professional E certification listing or evaluation I s„ 3. Verify the method of demonstrati suspended, recalled or revoked., s certification of independence. Note: Evaluator :ncy, evaluation entity or Florida,.Registered gineer which produced the.test report, ,port required by Rule 9B-72.040(5), g compliance is current and has not been 4. Verify the product has not been ri called or revoked. zz �� `#fit` X81 5. Verify the Code sections and refe ence standards for which the evaluation i �fi+;MlPF M JFJIJSB xJi'jiRMRi iw Alf1�R demonstrates compliance. uS� ' 7 �; 6. Verify the method of demonstrate g compliance indicate any limitations on the use of the product, as intended, } � j, 7. Verify the manufacturer installati n instructions are provided. �* a'�sWtwi�k73Ytmnawn++�a+¢nnt'{ry 41 '`':"v�;"` 8. Verify that a quality assurance pr gram audited by a Florida Building Commission IRS -r� approved third party quality assu ance agency is in place. "'�' 1 aNCy,q!k';!1 iRT+pt^ M l!"1'r4Yq+ , x t'; 14,15 *p To the best of my/our knowledge the 'product, method, or system described in e,.� this application meets or exceeds the'Florida Building Code requirements and 9y7y"Y B+�T'+ wIn I^T" yitul tli �E�1 , ^ r ;, �" ".^_. reference standards listed in the pplication. Next DCA Administration De artment of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard allahassee, Florida 32399-2100 (850) 487-1624, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval: Accepts go 9M 1 Thornton-Tomas'etti Y ro5-L 3 Evaluation Report TTG PROJECT NO.: K.K5578.00 DA E: December 30, 2005 PAGE: I of 3 FBC EVALUATION REPORT NO.: FL2249-R3 CODE: Florida Building C ode 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6.8 & HR ACcordlo Shutter Town and Country Industries, Inc. MANUFACTURER: A Division of ABC Supply, Co., Inc. 400 West McNab Road Fort Lauderdale, FL 33309 This is an Evaluation Report issued by John W. Knezevich, P.E. (System,.ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 913-72.070, Method 1(d) product Approval, Florida Building Co 'scion, Department of Community Affairs. These Accordion Shutters have been evaluated and found to be in compliance with the Code and that the products are, for the purpose intended, a least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is r quired, following any code changes, to maintain its validity. r. Evaluat''6 q,ePr ag.� k �re�a�e�;b�: THO} PUP, INC a \r •s Johrl;Wr' ne ti. ch rr,✓ "' Vice Pies Florida LicehsejR,; ;,pE'g1961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/1 M005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 ! Ft. Lauderdale, FL 33301■ 954.522.3690 ■ 954.522.3691 fax ■ www.The7rGroup.com w Oflices Worldwide z u Ao w G Thornton r-Tomasetti Evaluation Re ort TTG PROJECT NO.: KK5578.00 0; TE: December 30, 2005 PAGE: 2 of 3 2.1 PRODUCT EVALUATION DOCUMENT Town and Country Industries, Inc. 6,8 & Accordion Shutter, Drawing No. 05-578, with a revision one, dated December 19, 2005, Sheets 1 through 13, prepared by Thornton-Tomasetti Group Inc..'(TTG, Inc.), signed, dated andsealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report, 2.2 TEST REPORTS • Test report for -Uniform Static Air Pre, successful testing of impact resistance prepared by Construction Testing Corl (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. -e in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Hurricane Test Laboratory, LLC awings. .sions was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CALCULATIONS, Prepared Rational and Comparative Analyses of Accordion Shutter performance, as well as anchor calculations. From these analyses, a Maximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Ac ordion and HR Accordion. An'anchor spacing vs. design load (PSF) schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads (P F) for each type of anchor used during testing, for both accordions. No increase in allowable stress has been u ed in the design of this product. The Accordion Shutters satisfactorily passed the large missile impact testing, in ,accordance with SSTD 12-99. These Accordion Shutters may be used to protect glazed openings from windborne debris, when installed in a cordance with the limitations indicated in their respective drawings, prepared by TTG, In 4. WIND LOAD RESISTANCE These Accordion Shutters have been desi ed to resist wind pressures as indicated by the Span Schedules of their respective referenced d awings. Thornton-Tomasett7 roT t� TTG PROJECT NO.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re Evaluation Report TE: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. These Accordion Shutters are to be insta4d in accordance with the typical details, general notes, schedules and material specificatio s found in their respective referenced drawing. See General Notes of the referenced drawings, unless otherwise noted, for material specifications. All dimensions of comp rents are indicated in their respective referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. • Use of these product shall be in strict conformance. with the requirements of the reference drawing prepared by TTG, Inc. • These products are NOT suitable for ii istallation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer.' f ' • Shutter spans less than 32" are not acceptable per the provisions of SSTD 12-99, • This Florida Professional Engineer dos not have, nor does he intend to acquire or will he acquire, a financial interest in any company manufacturing or distributing products tested or labeled by the agency. • This Florida Professional Engineer is not owned, operated or controlled by any: -company manufacturing or distributing products he tests or labels. • This. Florida Professional Engineer erforming an evaluation does not have nor will acquire; a financial interest in any c mpany manufacturing or distributing products for which the reports are being -issued. • This Florida Professional Engineer perforriling an evaluation does not have, nor will acquire, a financial interest in any o her entity involved in the approval process of the product. . 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SHUT ER SPAN FOR 6.2 ACCORDION SHUTT R SYSTEM, SEE TABLE 1 7c FOR HR ACCORDION SHUTT R SYS TE H, SEE TABLE 3 D Z r n �3 z� y rn D Z Z N � D <Z mN fl m O m O O' Z N S C m m y M m m D0 O D 2 2 " m a <1 m r n ,z D £ z 0 o T I y a A n • anti H'1..'i�•rr� w~� Z FLORIDA BUILDING CODE, 20041 lfatjf .........t� SEAL APPEARIN ON THIS DOCUMENT WAS �•: 9/2005 12/1. IS 0 ES NOT CONSTITUTE AN El N ° - RD _ HARD COPIESTTHO TH APPROPRIATE AGENCY WIL revisions O no dale h S , �& HR ALUM. AC ORDION SHUTTERS 7 F demi IlonLrl : D �" f7 5 a t r t: Irlrt ° CD C. I. �...,.. 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KNEZEVICH. PE nnal9Rt nN ° E APPROPRIATE ANCY WILL FOLLOW. ...... ��' ..,.,„�rvni'' 1UNtU 0 JtAttU _ HARO COPIES TD T GE _ rev' ion y y no data b =L HR ALUM. ACCORDION SHUTTERS^Yr Thornton•Tomasetti Group 15. j ifs' <Mv[ 3[r.rA lro.! an 4It r x •5 /f,/{�''' 770 N. Andrew= Avc., Sulla ISO • El. Lsuderdak, fL 13701 -e Tel. (951) S22•)69O • Faa (9SI) 522-7691 •m COA 1 7519 Web=nc; www.Tbe) Guup.c° Print Int—lion: P:\FLl\Projects\KKSp F4„\uh\05-57B-03.dw9 .Id Contu 12/1912005 12:22:00pm 12/19/05 11:58 I ao J ra N r o O m N n m r m m m Z S O ZA r0 n m OC 0 x , N 20 �* <=TY H 9 D C7 0 y w m 1^ rVARIES IB" MIN. — r -moi = 00 0 f �r) D rN c 610 rn N n\I a N r O O D 1 I r m m m vTir a 2� Om a1n N m N Y D Z< m o e rto tib. Nv1D - O cN Tm DK o Z r �^' Amo m v I I N m r m o N I^ O ^ m an r O o m��y77 CLOSED * Y y r N �_'_ 1,450" . o Y C m� D y�y,, _ N .N O I OPEN r�mC N Z m m N N rJ I^ 0 O D Z N H S m :�.[ 0 1 Toma. S _ v_ m D C N 31 C N n _N T = 430 > Z .850' • x 0= z ' p C 1^ � D N��l�'�'-��'��•7�}/�� m Z �mmn P N fNl m m N mJJ2 H n m b N In m rn O c O ST m ti n C m H 8 Z N �m T O P W Z\ N A V N x r ,� O)rpJ~ O s m_ 'z N m m T � ,C-1 L1 { Z [n^mz£ "m m : a c J mm7 Oy aD aTZK mZ m`pD2 ~yD S% 0r0 X- Co, 00 H Vi 2.000" m m-I�p O��u DoE L 1.498" D Amy yKo�nF ICY 0 P p -[-I Z V n ZI 1.309" I pa m nz W W 0 r) s= N r N J rt1 m � �o = 9 ut N 9 • r � o R1: S rn 65 m 3 03 < Zo a c [n O Q rn 3s m t � �? In 2 r, Nl m n �$ a Z or a r -I N c O D m rn m ,^ N N r) v m 2 ' m > m Z Ky rNi, N I ,01 O b tM- A 0 ... 1.282- yj. FLORIDA BUILDING CODE, 2000 = THE SEAL APPEARI G ON THIS DOCUMENT WAS AU RIZED BY IOHN W, KNEZEVIC PE OOA7961 ON 12/1912005. THIS OES NOT CONSTITUTE AN ELECTRO SIGNATURE; ORIGINAL, NED &SEALED m - HARD COPIES 70 HE APPROPRIATE AGENCY WILL FOLLOW. e - revi i ns y 8-L HR ALUM. ACCORDION SHUTTERS fir,r,,.Q � O s o . no tla[• p d•url lion D , •1 � I r��, T� v �` x, Thornton•Tomasetti �:; rou kir w CJ73 a 3)0 N. Andrews Av<„ Suhe SSD -Ft. Lauderdale, FL 13301 O " � 'S T[I. (951152I•)69U• Faa (154q72-3111. CDA 1 7519 [s ,[[ Cb 3 tt N •8� w )n,es, avc Wc6dle: r+ww.Th.Gmup.cum nO C4 A01.44..�j fCS"y�l�Gnl.c _ _ _ ... ,.,... .._.._, ..._ .-..- .. ... _.. __ rnnvrinhi n )nn[ rh...n,n...r......._,.. r....._ i__ lND N nX• of m L<I 2 mr ImZS O T yr) N� r X N T m O v r) N 0 0 0 W y^Ze. m Z 0 0 T r m>2 n rj S�� NiC • m r T i N m V r A O O G F4„\uh\05-57B-03.dw9 .Id Contu 12/1912005 12:22:00pm 12/19/05 11:58 I ao J ra N r o O m N n m r m m m Z S O ZA r0 n m OC 0 x , N 20 �* <=TY H 9 D C7 0 y w m 1^ rVARIES IB" MIN. — r -moi = 00 0 f �r) D rN c 610 rn N n\I a N r O O D 1 I r m m m vTir a 2� Om a1n N m N Y D Z< m o e rto tib. Nv1D - O cN Tm DK o Z r �^' Amo m v I I N m r m o N I^ O ^ m an r O o m��y77 CLOSED * Y y r N �_'_ 1,450" . o Y C m� D y�y,, _ N .N O I OPEN r�mC N Z m m N N rJ I^ 0 O D Z N H S m :�.[ 0 1 Toma. S _ v_ m D C N 31 C N n _N T = 430 > Z .850' • x 0= z ' p C 1^ � D N��l�'�'-��'��•7�}/�� m Z �mmn P N fNl m m N mJJ2 H n m b N In m rn O c O ST m ti n C m H 8 Z N �m T O P W Z\ N A V N x r ,� O)rpJ~ O s m_ 'z N m m T � ,C-1 L1 { Z [n^mz£ "m m : a c J mm7 Oy aD aTZK mZ m`pD2 ~yD S% 0r0 X- Co, 00 H Vi 2.000" m m-I�p O��u DoE L 1.498" D Amy yKo�nF ICY 0 P p -[-I Z V n ZI 1.309" I pa m nz W W 0 r) s= N r N J rt1 m � �o = 9 ut N 9 • r � o R1: S rn 65 m 3 03 < Zo a c [n O Q rn 3s m t � �? In 2 r, Nl m n �$ a Z or a r -I N c O D m rn m ,^ N N r) v m 2 ' m > m Z Ky rNi, N I ,01 O b tM- A 0 ... 1.282- yj. FLORIDA BUILDING CODE, 2000 = THE SEAL APPEARI G ON THIS DOCUMENT WAS AU RIZED BY IOHN W, KNEZEVIC PE OOA7961 ON 12/1912005. THIS OES NOT CONSTITUTE AN ELECTRO SIGNATURE; ORIGINAL, NED &SEALED m - HARD COPIES 70 HE APPROPRIATE AGENCY WILL FOLLOW. e - revi i ns y 8-L HR ALUM. ACCORDION SHUTTERS fir,r,,.Q � O s o . no tla[• p d•url lion D , •1 � I r��, T� v �` x, Thornton•Tomasetti �:; rou kir w CJ73 a 3)0 N. Andrews Av<„ Suhe SSD -Ft. Lauderdale, FL 13301 O " � 'S T[I. (951152I•)69U• Faa (154q72-3111. CDA 1 7519 [s ,[[ Cb 3 tt N •8� w )n,es, avc Wc6dle: r+ww.Th.Gmup.cum nO C4 A01.44..�j fCS"y�l�Gnl.c _ _ _ ... ,.,... .._.._, ..._ .-..- .. ... _.. __ rnnvrinhi n )nn[ rh...n,n...r......._,.. r....._ i__ ♦.Prinl In.—Iion: P:\FLI\Pro 578-D4.dwg MC°nlu 12/19/2005 12: 22: IOpT m0-a Z�yoA DmVI Ami nDmfr� 2Z Z onpS A <A O7Z IA 10, D Z7P zo in OA FLORIDA BUILDING CODE, 2004 Ll Finn-�.R.1--m� r 11:58 J ------------------ 1- ;" rPlaw IN, myC0% baa% ZD32V1 �B 3 DDCZ% '1p ' PN mD° ma = 3C.. mWr O A> 2 pD>Om ml Z Z Z C - a. Za% �� - 8 N= r m m mN •omm CW C m Op A rlN m� 3 nm> A{a y xr _ C rmi r �� m 9N2 _ n� m2m D { ^mv J O CAO n cd1 " o rHp m=. ro �� m o m m N Dm°, �Om E n rC-1 O OmV '37 A 7Zn r> N Tm ° I InA> C) N ip rm DNS m % m < rrr Dmw mD % tV1 TN r�AW ..1pm lJPAW m 1 m Dx X Z mS�T !nw ZD-i m Op g 3D Dm O g nAD rmmtil^m m los: m�y79C nm> r r 0 O w {N? D {N� 7PS-Do -& A -iD O D Vr VNV —SO { VnV �:l0 mntiln% �C y 0V IAV 2 L O D0N0� D 2 m.Z Z m O :2 Aw m2 { y m O m I -11n T I D r w N Om �- \ mrn V1 M1 mon ^ • m{S V!A CSZ OO O' N VI> {N v{vlp p 2 o• r y -1A�r w EcNrtn -1•> n W 10-q ^'n m0-a Z�yoA DmVI Ami nDmfr� 2Z Z onpS A <A O7Z IA 10, D Z7P zo in OA FLORIDA BUILDING CODE, 2004 Ll Finn-�.R.1--m� r 11:58 J ------------------ 1- DOD%N aVrn : D•,p°N IN, myC0% baa% ZD32V1 �B 3 DDCZ% '1p ' = 3C.. mWr O A> 2 pD>Om ml Z Z Z C - a. . ..J .. ZC N= r m m mN •omm m0-a Z�yoA DmVI Ami nDmfr� 2Z Z onpS A <A O7Z IA 10, D Z7P zo in OA FLORIDA BUILDING CODE, 2004 Ll Finn-�.R.1--m� r 11:58 N m r = 0 r m C V { Z 0 C n - !n•4 -C r V S -In D D atom � OmI -'mm > H -A 7 m OZ A 0 z 'o N O Z Int Wm r " n oz: C cm 3 M 1 ZO a rn tif JwpD •' y -u D t A•4r N: V N r m > Z W r THE SEAL APPEARING ON THIS DOCUMENT WAS • L,1 >r 12)19/2005. THIS D ES NOT CONSTITUTE AN EI 7. HARD COPIES TO TH APPpO PRIATE AGENCY WIL �1r5 HR ALUM. AC ORDION SHUTTERS Q • • � _ „ A Ol.irw..JAa ,C.Pnlr G., f.c ZED 8Y IOHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, 51CNED 4 SEALED Thornton•Tomasetti Group !.And,— Arc„ S.I,. 45T77-,. La j,,dalc, FL 37301 954) 5,2 23-7690- F --!954q22-1691 . COA 17119 W ;bdlr. - 1- m IN, \ �B 3 N SN O A> 2 D- ZT . ..J .. ZC N= r m m mN >�> Zm{ 0.0 A OZm to 't A{a nz _ n� m2m n { O CAO D cd1 rHp m=. ro m o E Z N Z { m % m < N oy P Mn 1 m m m D D X r r ul o. { O D Vr 2 L1 y r 2 L O D0N0� D 2 m.Z Z m O { y m O m I -11n T I D r w N mrn V1 p V D mmm 0."1 ^ • V!A CSZ OO VI> {N v{vlp p 2 w EcNrtn -1•> n W 10-q ^'n CD D LA rInw "1 Ll rA to mcm V OZz z.>j2 Z cammo T = r p7P In Aam 00 _ r ArS`7 07 mwmD 2 0 E 0 m n1V 1nm 1 D N zzp73v0.11 =-1D2 D.OAN mD DOr2 9"' >m V' {NC• O2 -2N% nDm mx 3o m< 2ZZ m it m1nN O{m AMZW mla a A m:0 rOO AL NZ�P. Haw>^n m>mZ r = -' a r �<m=m mX ^ 21-°-> CAO OD%w CtiB-rmn 'Z eo -1oDrNil mo ,SW CO E mZl S ?• rn- a N m r = 0 r m C V { Z 0 C n - !n•4 -C r V S -In D D atom � OmI -'mm > H -A 7 m OZ A 0 z 'o N O Z Int Wm r " n oz: C cm 3 M 1 ZO a rn tif JwpD •' y -u D t A•4r N: V N r m > Z W r THE SEAL APPEARING ON THIS DOCUMENT WAS • L,1 >r 12)19/2005. THIS D ES NOT CONSTITUTE AN EI 7. HARD COPIES TO TH APPpO PRIATE AGENCY WIL �1r5 HR ALUM. AC ORDION SHUTTERS Q • • � _ „ A Ol.irw..JAa ,C.Pnlr G., f.c ZED 8Y IOHN W. KNEZEVICH PE 0041961 ON _ SIGNATURE; ORIGINAL, 51CNED 4 SEALED Thornton•Tomasetti Group !.And,— Arc„ S.I,. 45T77-,. La j,,dalc, FL 37301 954) 5,2 23-7690- F --!954q22-1691 . COA 17119 W ;bdlr. - PIInI In lormallon: P:\ELI \ProJeeis\KK5578.00\DrOrrings\RI-sub\OS-576-05.d.g FICOnIu 12/19/ 005 12:2119pm 1./19/05 11:59 > o w >mX' D F o rn Zp aX .7P, n07Yr� Sm'iw onr u .�.- _.. :cM . Im 02001-.1 1,,,z V1>7n � yWx x I O bI^a�z p<c� nr� 0 zo n 7P 'u" ❑L1 3m Bu nor nm= z� on v �zrz >O .Dx'eC D Ma n T fN+12I C Ar D 1D Ct .{y D N TDrh�m DO C N ooLt� OV' 7P n 00 nr -1 mF m m Z 9^in~O a = aDTN of m 2-t/2'• 2 A EDGE o �o EMBED, m m DIST. DO In O rllh - ➢ m V n I i m i D �! O p m 3' FIn 0M YOTnm it 1 II - Y C p , O STn,DnmmO 11 C -oaz m+fm� N -I D I °• Z9nfan •`m pOpTr DDp m O 3"nAX. `� °pmmo O 9 DI^.ZTa^ � £C� D 'w ^ Llz Omt N C Z O 2 -1z-IDD= pO>,h Of m " 0.M rLl a3Tn'•In rn' DCr w £nom n51- Dymnr1 a 31nvmD n z zm mOZ ZIn YnA a -ID MAX. SHUTTER- LENGTH SEE ammo. b X =m ' oat In mm m ONnz2 ti 3 z= C o p 0>=Tn n -Dnmmo _oX -1m 'CNa T ACCORDION SHUTTER myD r)I=,z„ n~ =DX MAX. SMUT TER p-4> n To2= m azCmz �x0 SPAN SCHEDULE; TABLEI mn -1z - '^mD LENGTH, SEE ~Cm X �£>om mZ XA acl l-zm DDmYn+l� 2 C M A� •CCT AZz m T=o ACCORDION SHUTTER SPAN SCHEDULE, mOm a^ono z = -cz' TABLEI -Z3 z=Mz so u D' om z �� DF Dm ZOMX vo �aDs ?(mnppX no z =o Inc, mZX701m - <ari mr AT Oz I O�p~ Vain L, O D0w� On SCI Z n OO ^ �7P 6~ DoZ D n o=opO r oNco DGZirp 1>n� TPCVIi nr�m0ti ar nrK-I m 1 Z T. p S 7po\Fpa vp m l+',ww ❑D m o m£ m EMBED. IIS O 20 v'Z y rI^1 wTmNK DDO oAQo� ol^ O nm ��r.l p { -o D0 m i r�navo N n p g D H m EMBED. = oa = EMBED. m I I inn m � m m r p 3 O VCoi m aN m v 0 nn ^y m m ED 0 -nm !_ _ p O r r YO -Inn D x Tn DQ w �xynp�z _ 21 z A_ .""1nn>xv,nn nIn M1'O 0z 2 mn -tA 2 --i DO GZ1C Ip"z = rn O m rx•nr•nmO �C OAa"o ym O p c m �=ZDmrn7 OO N >uiz Cr w O . � DOama1O>OR -1m O z -Iz yD O0D-Xa 2m� O I p nNo• AZ C FL1� W Dy.. E �Fpj( Z 2 Yna my aoX MAX. SHUTTER Z yzyD== z >cY- .InO No In lna n moi zV1 m Tnm• LENGTH SEE N D. VIDom m,yD =m m 2 M,> vnm x min >mmr, r -I o a oD=n'n o "1mT 'CCa ACCORDION SHUTT _ _ In zm m mpZ z�Ma D m Tnm aoX - -ImT MAX. SHUTTER LENGTH SEE no -Im D noa2 nz ' mGO: AJCO D^_^'Ino .z Cmz'=D AGt I-Zm ;'.23 SPAN SCHEDUL TABLEI T 0 O p ACCORDION'S ER •CCT crzm > n > mn °p I'1 0 DOpmo DZCmz �Ca :_2= SPAN SCHEDULE, pHp TABLE -�2 mm o�ZO T �Z :Ewi z AGtm2m z 1 Z o9 rn O Z GI.1 olno>z Z aZ 9 N =D mC Inv CIT z Z ny nP m ^ Tnm'n' 03n� Inman ullnap vnm- vnm O oNn>0 =l m >Om mD Xa x.rtn C7 Om nmm0 mZ D=mn >=T^ ��DS DO -IX F om m X, rC•Zm nCZ2 nCZ2 r ZXA m C mn T pr Tmo !!II Tm0 -IZ .. n 0 ODZ EDGE p> yO anz O>O A^ 90 =�-yy-55 oN EDGE OL7 GE pa N n m Ya C >=m p DIST.DIST. XM p - 2 $ m XD _ Xpm DIST. aQ DIST. D- m O 2 p In A n P O T m m ` D ti aP •.' -mix Y➢ _ ^ a2 N r N T EIn m r' vl to m Z m r '= n "1 •• In A m Tnm ' r�.i , nF D z C 7 mZz I CG1 X m +� -i zomz 2 Gtr Zm O vnm -NI% O>2Tn aN ?i oln D mm CImZ� om `m y DD0 Azy CC CC z,r m M a a £0� n Dom r w Fql� NOr pDZ r9EC mO 'cz MO z z C XA mm3 =m3 pn �; > DCc-1 Co Z MIX HAX. SHUTTER LENGTH �o> X Do im > wo `on~2 :ra. ym. �Cp ACCORDION SEE SHUTTER ACCT xA m ApX HAX. SHUTTER ml ap>--1a2 X MD v=o - 3 SPAN SCHEDULE, :v Om TABLE 1 '• x 3 -CCT LENGTH SEE ACCORDION SHUTTER { C m -C- m - qv M'0 v=o '-= SPAN SCHEDULE, ago m z �;. g,. 2 TABLE 1 "Z v D �T T H Z z Y r+ FLORIDA BU/LD/NG CODE, 2004 •• THE SEAL APPEAR NG ON THIS DOCUMENT WAS RIZED RY IOHN W. KNEZEVICH PE 0011961 ON < <,' U 'L C ': t 12/1912005.ONETO THOEEAP NOTCONSRIATE IITUTE A WILELECTRONIC FOL OW SIGNATURE; ORIGINAL, SIGNED k SEALED C revi ie.,od Bon r r <�� HR ALUM. CCORDION SHUTTERS 3"v ,; r liomton-Tomasetti clroup m � 7T 0 N. Andrs Arc., F he JS0 • It. L,ud,rd,lc FL 77701 el. (954)323690- ( 17 577.7691 . C`A Y 7519 •n QI 9If N G 4•., � •� e -Z.'/^ `,.` ....••ea �a. AOlri.uw 'e ^` - sr •rcc ,IlCS.rI/Y - -- ----- Ww. rrww.The Cn p.c TT 0 hl 0 2005 Th [O VIIO nminn- nmilflli .fmin Inc. 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SHUTTER VI => LENGTH SE` ET_� X ACCORDION SHUTTER m A D = C," SPAN SCHEDULE, x £ -VM:E - A TABLE 1 • £D W3 0 AXm DX AX m05.VI Cy{I A-1 AZ VIZ ZmaO>r.16? ; y•H CNy 'OM x O Dq yC {O CDm• Zonmx vnm0 • Xyn-va Cm £^ vm mvlm^+mm "' 0 •H -1D ON >X�rl 0>3xy noaZ =mrmnZ N Dn.X.10Im120,° --2Cmzm + m Zm ZCmnAASnIW -mjr^„C MqX HITT R . mm., 'I OAn �vF'rn lnZ D CAA 1 menti rsEjZ 0D0 ACCORDION SHUTTER y• VI>y = Fina XmA N mp En AZx SPAN SCHED„ TABLE 1 Z= mo Dm :r 2 S > >Om Xpm Z xC n O I A D vc yen X A N >� yy z2 O= w =a I �m 3 r Z n _ D m r O 0 m EaE C x^Dv >=CID C s 0 ? m ppm. rnDm< rr m C s-Zyx A H L10m rDir Dm n Irl m u T m�3 rnr tl O r Y0' •>H l+yl ZZ FCS I rrl yCx -1 nA a O .T.. __.. W _.. N.o A OZm m DO xn mI 2 G ID- D NZ r D p•C•i >In r ppm m A -I> D DLII C xZ FA SPAN SCHEDULE, rABLE 1 m0^N 2 'c o� Z T 5c .0 mym y z III co T�O X, Sm Dx -'x nT0>- o'�U� DA mIA D,YI oD C m{nZm-+ran DISTANCE ma y c �� ,9,I>zo >nmaA a Tax Sm '7P D? Z m rD•C T I • m— O yX mnOn anti F !^ 3 m w mV' -IX m O � ~ ? y Z n n C T mO"1 D V TOyrnm 5 vy � Ar AZ m O zwm Ten A I ON ' Ll Vt 17 -Iy "1 r A p E, CK m N I D A m n o -i D f D= O o 1..11�•2„ 1. 1 mm t Ipl I'-_'yy+__ r r 11� w m --x0 > I n x Z D m DF D 0 C F Its 0 > > A 0 o to J A FLORIDA BUILDING CODE, 2004 t E m W" cr yDnn: s O Z rOVI10 s ns O a o mr 0m DmISiI m0££6 no dale b des i Ilon t D i v > ZD ZA-VI O CINrI mmZI •-I S = n.S AANo0 N �sri t: t.l:..rrr -yc S� ` L THE SEAL APPEARIP G ON THIS DOCUMENT WAS Ll G L 12/19/2005. THI5 OES NOT CONSTITUTE AN F .. HARD COPIES TO T tE APPROPRIATE AGENCY Wlt r BFL HR ALUM. A CORDION SHUTTERS N D GED BT IDMN W. KNEZEVICH PE 00.11961 ON C SIGNATURE; ORIGINAL, SIGNED & SEALED +- Thornton-Tomasetti Group aP vy � -------------------- �� ID O Z I ON ' Ll Vt 17 -Iy "1 r A p E, CK m N I D A m n o -i D f D= O o 1..11�•2„ 1. w O > I C F v > > o to J E or -mc' OD m W" cr yDnn: O Z C mDln DmXA- m mr 0m DmISiI m0££6 > ZD ZA-VI O CINrI mmZI •-I S = n.S AANo0 N O -1 A 8 -I O ~ �> N OA =_+ y •. 0r m z 71 N -Di m MAX. SHUTTER you o2 => LENGTH SE` ET_� X ACCORDION SHUTTER - m 0 = C," SPAN SCHEDULE, x £ -VM:E - A TABLE 1 • £D �m CNn-i s• Z r Oo 0 AXm DX AX m05.VI Cy{I A-1 AZ VIZ ZmaO>r.16? ; y•H CNy 'OM np9ZN p0yN0m Dq yC {O CDm• WDC" �0rpm� rm X • Xyn-va Cm £^ vm mvlm^+mm "' rmm yM t T:D£ z a N PDO =mrmnZ N Dn.X.10Im120,° I ny0 + m Zm ZCmnAASnIW A . mm., 'I OAn rn XVIOiTyi lnZ D CAA 1 menti • ERmcA moZ'-olI y• VI>y = Fina XmA N Z= 2 S > n X -v O S m 1^ Z w I 3 r O 0 C s 0 2 H Irl m Ln FCS O .T.. __.. W _.. N.o ss -THREADED - - 2 Im3 PENETR."T' MAX. SHUTTER m A -I> D ' LENGTH SEE ACCO RD ION SHUTTER ymm X SPAN SCHEDULE, rABLE 1 :I= 'c o� Z . - III co T�O Sm Dx -'x nT0>- o'�U� DA mIA D,YI A •'I ut C� AZ yz EDGE m{nZm-+ran DISTANCE ma y c �� ,9,I>zo >nmaA a Tax Sm '7P rD•C T I • m— O yX mnOn anti 3 m w mV' -IX yrm "i Iz ALL C 21.� CO nyr ' .• ZOZ2C7-1 m N m Wo a N ) on !1 + m O� r D m mv>nm T• D m xTn oD o >nmm0 AA n.O AZ In =-II Cmx£ C D e_nmm�r 1 �a AD .... C) 07, 000D z Zm~ :O x Arz 2Nz 9m DX,Ap mA. �r - n I D > -Ir m Dr Coy\ �>C: yjn m = EMBED. ' �ix=> MAX. SHUTTER LENGTH,SEE 0 X ^o.mz ACCORDION SHUTTE R my C0 SPA opY� SCHEDULE. r ICqn_'XI �sri t: t.l:..rrr -yc S� ` L THE SEAL APPEARIP G ON THIS DOCUMENT WAS Ll G L 12/19/2005. THI5 OES NOT CONSTITUTE AN F .. HARD COPIES TO T tE APPROPRIATE AGENCY Wlt r BFL HR ALUM. A CORDION SHUTTERS N D GED BT IDMN W. KNEZEVICH PE 00.11961 ON C SIGNATURE; ORIGINAL, SIGNED & SEALED +- Thornton-Tomasetti Group Pflnl Inlormallon: P;\FLT\Prolecla\KK5579,00\Drmrings\RI-sub\05-575-09.dwg WCanlu 12/30/�005 01: 07; 03pm P N Wx9 fpjD W a� <- i c1Wx cm DDH HP x C -( �_ •n. FLORIDA BUILDING CODE, 2004 o_®std DIS 12/19/05 12:01 MIN, n sY9•aK _ 1m ' Trb V ZCD W r D D Z ra n { LA v I(/ N 'D yr\nl: DON Y O r = rn m� -r Z Z ? N m O D D z rP D D C Z x o o A O m D m r n n O v n D . n mi°' A D 00 1 r CDD D m 9 rom m rn m�OrDa r O rt•.�-- �= D C DNS r ° ° RTy DN rel a; m Z DD O~ m DOIDiI❑Dl D ADm Ems O 3r]e m 3NN NTA mmm SZz onn; oD -(m Owl Vim m ?D In D v�Z' zo D mma 3D-1pn2 nn OD mZO wn �ODti MD rz mS'oMx o' {^: C• yxr 3Zm Dm 006 CDO :Z r tnn 3L _... SZz rax nrn m.N.N._D.{m..D NzW _.... _. .. los 0-13 = D D m `n ro- ,AZ7P E -IDWr ^n rnD nlS z r.Zr-p < oI I mX'z r(A Dz,:o G Tn9 °'DVIT [A {N? 3 z rn a (N? O X1 -1D _3o TInT ;-30 LA LA Di r N 1] O 'D •n. FLORIDA BUILDING CODE, 2004 o_®std DIS 12/19/05 12:01 MIN, m m -I til sY9•aK _ 1m ' r ZCD N r O' S r )> D Z ra n { 001 . 2ZZ N 'D yr\nl: DON O-1mrnl mT D ^'1CDx cox z0-zVl rn m� -r Z Z ? N m O D D z rP D D C Z x o .LIZ' -1 r3C� mux n .Z Z D C . n mi°' N C ° 0 P2c: r cv, {r°" mr � m •n. FLORIDA BUILDING CODE, 2004 o_®std DIS 12/19/05 12:01 MIN, m m -I til r ZCD N r O' S r )> D Z ra n { . 2ZZ N O-1mrnl mT D D{m rn m� m O D D z rP .LIZ' n . n mi°' N C ° 0 P2c: r cv, 00 1 CDD rom rn m�OrDa r E rt•.�-- �= z N z O r k m m -I til U N r O' S r )> r r D mm N O-1mrnl mT D rn m� m O .LIZ' IA 00Z T y 0 S < . N C ° 0 P2c: r cv, m y W mLA rn m�OrDa r rt•.�-- �= DD innE N Z E m Z DD O~ _ DOIDiI❑Dl D ADm Ems O 3r]e SZz onn; oD -(m Owl , D v�Z' zo rjpSDox ZIT 3D-1pn2 nn OD mZO wn �ODti MD rz mS'oMx o' {^: C• 0° ° �:z Z> DN n•Dm m `30 OZ<• ' 6 CDO :Z r tnn 3L _... SZz rax nrn m.N.N._D.{m..D NzW _.... _. .. IViS' zm D m 0-13 = D D m `n ro- ,AZ7P E -IDWr ^n rnD nlS z r.Zr-p < oI I mX'z r(A Dz,:o .C.INBN rn.i n r o Llap. CD E Zy 3 z rn a O m X .SO O' r LA LA ❑W LA r :& �HR ALUM. A CORDION SHUTTERS A Obo4 !A cs- IY BONN W. KNEZEVICM PE 0011961 ON NATURE; ORIGINAL, SIGNED 6 SEALED ornton•Tomasett Croup 1 Ave., Suite ISO • fl. Lauderdale, FL 73701 527-3190.F" 27.7690. ax F (951)) S22-7691 .CDA / 7519 W.WhLL : w...y.Th,rTernup.vnm O 2005 Thornton-Tomanelti Grm9n i— Prinl Inlormollon: P;\fL1\Probels\KK557B.00\Drorrings\R7-sub\OS-S7B-IO.dng MContu 12/1 N n n3o,W mm� L DSr D>rnn�a =NTmO N> ' ,As X No n0��. 'A In m DO DmN IOr. x n Z=AZ= C _.. MAX. SHUTTER N s C Zi rn ° £mm, 1• oc3 P:E> D Z a D m" DD m c r r2- ZAP X m n r2„: Om Pr ' TD Z Z D Dnmm0 C1 rnm Z rel m. pN ?I OOCy m 22-1/2" �Njrl � a, a ON A EDGE ^O mN Sort I 1p £ I DIST. N n NNa FCS •' Nm DSr mm� L DSr D>rnn�a =NTmO EDGE ,As X No n0��. 'A In m DO DmN IOr. SmS n Z=AZ= C W O MAX. SHUTTER N s C Zi rn ° ,nn .1 1• oc3 P:E> D o H Tm0 an <C9 DZz m vmo X m P ' N a ZNNa y O TABLE Y. MAX. 0y2rn 2 Z Da Dnmm0 C1 m O C9 ZCCZm 12:23: 12pm NNa FCS •' Nm DSr mm� L DSr D>rnn�a =NTmO EDGE ,As X No n0��. 'A In m DO DmN IOr. SmS n Z=AZ= C -i n�Zm A' -t ap> Z X MAX. SHUTTER a.0 o vo3= m X mp�m ,nn .1 LENGTH, SEE oc3 P:E> D > Tm0 an <C9 DZz m vmo ACCORDION SPAN SHUTTER -CCm SCHEDULE, 9=a ".ZXa - ADCNum n - 2 TABLE 3 ZnSrp :O Da Dom O a X, Zo pX Z m O C9 ?I y a v o° E Z ^O mN Sort Dm OZ v Na ZC D o?Z° Z rfp >C toJ �9: rgda 00 nr m Z �m r�K o> rp�v \r�14 mF I m° Z 0 m O m ' 0< D O N o n C,; m EMBED. N 2 p 0 EMBED. nmrn^ rn N N=OA= O N N n nm ► r. ' m Z 0 w\ L1. E ° a 2.mrO^irtNa j2Tn Z Zanrn rrtp m H S>0 CZ10m 2 rZ ITS2 ORD �OD,°Z -t C D Z .{ rC,l yCr t" 0Cr aX -iZ-IDm= 2 yp0>NX9m =m ND SmZ 2 D vnm =O mN Z<Z'y' m mm -,{` MAX. SHUTTER no> > m'no °T OZ .. m°m Z�nm _0X LENGTH SEE ymX ZCmZ Na zC a P a O>Imn O D^Opz -tC�: �Nm ACCORDION SHUTTER <CT SPAN SCHEDULE, Nap Cr Z'm Z>On n`„^I'go?Z0 Z nn�mz '"x3 H:r TABLE 3 Vz= Zm oD° �cm O>z> :<m ZNODO _ =2�mE °=a Zz Z Z m DO"'mp Xm n y0 �£>om mO �ZX. W m 12:23: 12pm Nn?' mnr� Om N r=mDmm NO D -/m O°a o"'= mm� 12/19/05 12:05 DEom Z EDGE DO DmN IOr. _ >O Xa ° rm Aur p W mp�m oDNPCZ '-' ^ �Pric oc3 Z>pn z o -IZ rZ-Z > P>Z�C O> pNODD z=az ADCNum ON nr' m ,Nel D ZnSrp :O Da m£ m m O DDv�,°� HBEO EMBED. y a v o° E n o r m Emr NNa �1 1: - yOVnm I 11 1n^nxmn 11 SZDnmmO =Z0�1rZm yln2 m mnr Om - pm-'yOmD= 0 Np O D"'Im nN0'a2ny{ Eq\ -IZ-ID 22'd >=P r °4Dy Xam Im3 Z Z _ m -.t MAX, SHUTTER_ mot Zvnm aOx LENGTH SEE O ODSmn -tmm ACCORDION SHUTTE o L>'IZpm? bCCoa SPAT SCHEDULE, AC1 rC-Z,=i, -ZZ D>mn� CV 3N�'mO z C) Dax =aZ zp aX ,°ZZ� rp Laos =O mN jix aT rm Ati 000-1 m9xM o aNa: z>7 > n n Cr)e gN 00 i >m 'z oZ'n >O -V ON N 0OCN ON nP m m 2 yn3.'7P. a mE m O aO VZ io EMBED. r" ti rnavo m N m Z O m FmrNNa - .. 3 :; 1,R a C Iz->i^oai n NNan NNan LIE>Om vnm" vnm•' 'C, D2Tn DSm0An - Zmmp 0a2 Z2 EDGE *�SA' O m 1 N m m D C Q 00p C1A a rz ylmn 2'nn' ^'r CC ' 1 Ozcmi cmi n' CClr 2rmrl1 r-Zm nrn7 m� m O T ODO s,l ODZ = rm•s an an Cm2 Z clrzCm m n�rzm Nn?' mnr� Om N r=mDmm NO D -/m O°a o"'= mm� OD= az o>= az EDGE naO aZ C- DNZm=^ CC O DO r _ >O Xa -ZO-I D>S0m p Z ZyZm' myD mD Z. ZNNa a�°X vnm MAX. SHUTTER LENGTH SEE ° a onX ••+mm M d a^onioNo ACCORDION SHUTTER SPAN SCHEDULE, MorC•Zm >D1T r^n�C7� TABLE 3 Z pNODD z=az n NNan NNan LIE>Om vnm" vnm•' 'C, D2Tn DSm0An - Zmmp 0a2 Z2 EDGE *�SA' O m 1 N m m D C Q 00p C1A a rz ylmn 2'nn' ^'r CC ' 1 Ozcmi cmi n' CClr 2rmrl1 r-Zm nrn7 m� m O T ODO s,l ODZ = rm•s an an Cm2 Z clrzCm m n�rzm rnm� mm� OD= az o>= az EDGE DO 015 T, _ >O Xa 1 Xa DC, DO Z zX D X a < y r D F C F C\ y 9 0 yCr j. rt O a N O 3: rn M o X MAX. SHUTTER LENGTH, SEE n p X o Z Z •im. ACCORDION SHUTTER SPAN <m c 9' SCHEDULE, TABLE 3 <C n m D N O LZi� z 1 �� r •" i THE SEAL APPEARI DON THIS DOCUMENT WAS AUTHORIZED 9Y IOHN W. KNEZEVICH, PE 0011961 ON FLORIDA BUILDING CODE, 2004 t !;' H,1 L 12/19/2005, THIS DES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED t SEALED ' = HARD COPIES TO HE APPROPRIATE AGENCY WILL FOLLOW, c s O J revisiD s T y BEg HR ALUM. ACCORDION SHUTTERS r" n cristI D n1'I 4 t ` b. Thornton•Tomasetti GrnuP 310N. AndrewrAvc„ Suh1150 • FL Laude,dak,FL 11301 Tel. (951) SVVIftW,4 572.1691 • CDA a7514 .. _ ._ .._.. __.._ ,,,,� Wchslte: r.ww.The Graup.cam A bi., -, aCEc.rnb C ,.- - Copyright O 2005 Thornton-Tom,sctti Croup• Inc. Prinl Inlormo(ion: P: AFL 578-11A,ig )AConlu 12/19/2005 12:23:21pm r y W mree D -i D=3 yllZrinOm FLORIDA BUILDING r DO DO^IrnxmZ � O -c lly In il^m u. Em��O-11^yzm !� )> >Olrnx Dr'1 mCom�r>mOm minovzozzvr �jOi>ovnioE ' Izii O,n m0m0 pmt '.. 04yllnncvimz mrvcmn�Zarn -i-NMP <2o i>ZE>OOm< ymmm-I>=m ZoXmrxo> �r 12/19/05 12:05 C'r<nDm> E'0,-"�,\ yv r�Ul Loan vnm� im 1nm DxTn DS1 rI rnN rD"\/ >X 10 xz�c: a~. bD2?m v�y •'p m QZ {�EDGE DIST, ti m^� Dn CCI bnm Oa y CZ vi a.o voo,IW-m rT m I m2�n7P open, bX Wm.mz=^ _f mN=:c Ic nZ'C^ �vlo vl uV- Mho_ a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N ... Z n ro m O , 2004 0 '�� >W � > AUTHORIZED 8Y JOHN W. KNEZEVICH, PE 0011961 ON yz O �00 r Y �; Y O T N a CORDION SHUTTERS y d.,ni Ran 'L • m � /v �Q�!y les, wC C.r.l ply Lu,1 F.rr l..b.rdv/r_FL 373n9 1,; i• E Thornton•Tornasetti Csroup 330 N. Antlrew, Avc, Sullr 150• ft. L,utlerdale, FL 7]701 TeL (95i) 527-3690. Fa, (951)) 527.5691 • COA 1 7519 W,b,itr: w.vw.TheTTGraup.c Gppyrighl 0 2005 Thornton-Tomac[ll G p J-. 2 O y rC"t n� °m<D .. �. r� r 4 m E> £ mm2 x n➢v m°ZA A y 00 00l1i�a0•Lm � l' {�� 0,z Z T Z ° x2o n m rn ,iC yD ZN T o' z N� FLORIDA BUILDING r DO DO^IrnxmZ � O -c lly In il^m u. 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Fa, (951)) 527.5691 • COA 1 7519 W,b,itr: w.vw.TheTTGraup.c Gppyrighl 0 2005 Thornton-Tomac[ll G p J-. 2 O y rC"t n� °m<D .. �. r� r 4 m E> £ mm2 x n➢v m°ZA y °° m r2 0 > 9 L1 0 ° � MOM C1Om am< a yym 0:1 .A Z ° x2o n m rn ,iC yD ZN T o' z m:rm� rtCrt71 DCLI OZm na a Sn ,D >r Coy\ =vl. r y+,•. °? EMBED N m a o m> (�_ m NSA ° nN rrn r ,xx ozzX D MAX. SHUTTER LENGTH,SEE 0, m Z ACCORDION SHUTTER 2.X 0 O '0c E oSPAN SCHEDULE, m r g TABLE 3 D L mO° yv m n m •'p m me 9m �r ym i D >Z Or o �a -t c� 09 ZI ieXa�li I.a ... � -� - O , 2004 0 '�� - �J^. THE SEAL APPEARIN ON THIS DOCUMENT' AS AUTHORIZED 8Y JOHN W. KNEZEVICH, PE 0011961 ON L,) L. 12/19/2005, THIS HARD COPIES TOT ?O, ul m Y �; Y ��d HR ALUM. A CORDION SHUTTERS FF°t d.,ni Ran 'L • e'4 A o y q _ - � /v �Q�!y les, wC C.r.l ply Lu,1 F.rr l..b.rdv/r_FL 373n9 1,; i• E Thornton•Tornasetti Csroup 330 N. Antlrew, Avc, Sullr 150• ft. L,utlerdale, FL 7]701 TeL (95i) 527-3690. Fa, (951)) 527.5691 • COA 1 7519 W,b,itr: w.vw.TheTTGraup.c Gppyrighl 0 2005 Thornton-Tomac[ll G p J-. 2 O m .. �. r� r 4 m E> £ mm2 x n➢v m°ZA r °° m r2 0 > 9 L1 0 ° � MOM C1Om am< a yym 0:1 n Z ° x2o n m rn Ll T o' z m:rm� rtCrt71 DCLI OZm na a Sn on vi mx yD > zZO F a N m a o m> G NSA ° nN rrn "0- < °c m Z O '0c > L mO° n r >? Z m E n nI I I �p O z y L a > I nC x' r]p T D C <N rn m 9z �m O zm n,a O m ° m n X �i Z'��\�y -(0 .0 y m i D Or o �a 09 A O m ieXa�li I.a ... � -� - O , 2004 0 '�� - �J^. THE SEAL APPEARIN ON THIS DOCUMENT' AS AUTHORIZED 8Y JOHN W. KNEZEVICH, PE 0011961 ON L,) L. 12/19/2005, THIS HARD COPIES TOT ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED E APPROPRIATE AGENCY WILL FOLLOW. Y �; Y ��d HR ALUM. A CORDION SHUTTERS FF°t d.,ni Ran 'L • e'4 A o y q _ - /v �Q�!y les, wC C.r.l ply Lu,1 F.rr l..b.rdv/r_FL 373n9 1,; i• E Thornton•Tornasetti Csroup 330 N. Antlrew, Avc, Sullr 150• ft. L,utlerdale, FL 7]701 TeL (95i) 527-3690. Fa, (951)) 527.5691 • COA 1 7519 W,b,itr: w.vw.TheTTGraup.c Gppyrighl 0 2005 Thornton-Tomac[ll G p J-. •n'm ' //L i uwuz A.H.i •IA IpO WoI hIrN.S Read r� 1-sub\05-578-1ldwq MC -Lu 12/1 Kx (x JD,n ON 12:23: 41p- 12/19/05 12:08 WOOD 1 1 1n Z OC,m ... .D�nm FLORIOA-BUILDING CODE, .'2004 r'1,;g1� 'i r '•„ 0x 222 u - ro Z T N N nNmm C 9r>->ly> F DZ m� N O ` Dy 2v � DyN DN N r y0 a OL ry mo Z n m O£_ T r O' O '• m pZ GDT O > DD.. D D y Z 9 O m zt � m C rn- Nm Kc 0 N O D pO7p 2,A- O Ny, rn2 r) Z n = D-2 �ml^ DDN FiZx Zgv �W D m Dm5,9": m CI^,N mai ZmIn rn 0 N Z n Gz D D -O N ®m m° w xn 0, 0m� r ^ v C 0 W r < m O D O Om Z N D O r H 2 > D I o 0 m . w n m z CI' ' . D m A N N m ' • O O A D D �yr r1 m x rr• rn D FiO2 DC2 r) N rn a m-rn O •i D rNn D Z0>2 O irnQ � O n pAt � m - NNC S 2 O O J N mZ2 n A = m Ora n K rz• �Z� 0 O O ° m3m m z K m 2 2 D 2 A ® fm1 ��y D f n O m O E5 o z z o mZ O uO n n O A m z ® W 1-sub\05-578-1ldwq MC -Lu 12/1 Kx (x JD,n ON 12:23: 41p- 12/19/05 12:08 WOOD EXIST. STRUC. FLORIOA-BUILDING CODE, .'2004 r'1,;g1� 'i r '•„ THE SEAL APPEARI 222 u - =NZ� Oona D D _• 0 O N nNmm C 9r>->ly> F .• mmpD 29x=>M � � N r y0 a OL m Z n .£ryLl O£_ 10E H'rn MrNab Rux1 O' O '• m J z D O m D N F X T -- DO a• V1 r P b s Zgv a Gz D N n x D z x N P C m xn 0, r ^ v m W r N O D N r H 2 > n m . w _ - - J P Gn t W N N 1F Sm2 D mwE <ZaD Omam m ymyrn y Am ® DHn rOn Dm mIn2ltxF P^A .m.,... m ACA' Ow�y2yv. 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Dz- �jZ -1m DZ_N _>:E m mz,r a ZZZ Z co z t 0 Cm WWIC DPO DE iy0 Z .00 O,Cl cW y K NO D y N= NEZD Acpa D^ O Z A AD°..D mDa Z= DmZ T mOD �m n 2,'1 E°on VmA m= NDA O 'm-, < o� Nyo= 2,£2 DC xommE i Nnc iu o > Oy Nn mon ZD ^DD n Dmm v m as DN -1m Do° o,^H °z° y zAi cE) I Ern rx CD zmz Dc iya o nys yZ _S C TN ;r Wm KI_1 Zp y2,= y DAD_ �° Z m p- <mrm OZ° °In M'7 t yZD °A m Vn Z mm 'm ap, y ZTGI m am m{ ZESID BY JOHN W. KNEZEVICN PE 0011961 ON C GNATURE; ORIGINAL, SIGNED & SEALED _..- Thornton•Tomasetti GrOLID r� FLORIOA-BUILDING CODE, .'2004 r'1,;g1� 'i r '•„ THE SEAL APPEARI ON THIS DOCUMENT WAS u - % 12/19/2005. THIS COES _ HARD COPIES TOT NOT CONSTITUTE AN E E APPROPRIATE AGENCY Wll xy z` O a o En ` o r v' ions no d. I. b$ 9 c i llon D .�u.x r �• E HR ALUM, ACCORDION r !+1& SHUTTERS .• J ` w � rt9 = Do • 4 �, �� •; .! D!,•,.' . %A [.c.vDr Cr.. !.c 10E H'rn MrNab Rux1 7'urt GuJerdxh. FL ]ii0i • ZESID BY JOHN W. KNEZEVICN PE 0011961 ON C GNATURE; ORIGINAL, SIGNED & SEALED _..- Thornton•Tomasetti GrOLID Florida :,wilding Code Online r�a M , N4` I.l t tJG ig', BCIS Home I Log In € Hot Topics Submit Product Approval USER: Public User Product Aooroval Menu > FL # Application Type Code Version Application Status Comments ;C�10 Archived .xa+a....S x!iQFSl�i1r�:��r."«.....w,' �,.a ';..,.. •M^:; I E"r �s Product Manufacturer I A Address/Phone/Email �p=$ +I11f�EATiIn`�.4910E>�; Authorized Signature �z��^;: d.`��ui...F 5,rr�"�•�.�..Y.vroka*C.aSi I IS Technical Representative «1�r, Address/Phone/Email • as��srem & t +.Ci44Ei11[�11'E Quality Assurance Representative ztr✓s Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By �ttp :/hvN,"v. flori dabti l lding. org/pr/pr_app_dtl. aspx'?p aram=NvGE Page 1 of 2 Stats & Facts Publications FBC Staff SCIS Site Map ;Lin > A2plication List > Application Detail F 393-R1 R vision 2 04 �® A proved r All American Shutters 41 40 Donna Road W st Palm Beach, FL 33409 F�ingley@flbengineering.com nk Bennardo cl Robert Bates 1540 Donna Road West Palm Beach, FL 33409 (5 1) 712-9882 1brightidea@execs.com Sh�tters Stdrm Panels Ev luation Report from a Florida Registered Architec Licnsed Florida Professional Engineer Evaluation Report - Hardcopy Received Fra0k L. Bennardo, P.E. PE- 046549 Nat onaI Accreditation and Management Institute Jor e A. Pomerantz, P.E. gtBiiarh%21'9gdtiVR,YAd3fO67T... 3/6/2006 Florida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Page 2 of 2 nudr° Year M E330 2002 D 12 1999 1 09.1.4 1 14 Method 1 Option D Date Submitted 11/3/2005 Date Validated 11/11/2005 Date Pending FBC Approval 11/15/2005 Date Approved 1217/2005 Summary of Products FL # __ _� Model, Number or 4ame Description 393.1 22ga, 24ga Steel Pa iels 22ga, 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 393 R1 T Cert Indeo odf Design Pressure: +/- PTID 393 R1 T Dwa Pdf Other: Large Missile Impact Resistant. Valid for. PTID 393 R1 T Eval Rpt pdf use outside the HVHZ only. CiC IVOXt DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 255 Shumard Oak Boulevard Talla ssee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of FI rida. All rights reserved. Copyright and Disclaimer Pro Jluct Approval Accepts: Et,rtF�k tp://www.floridabuilding. orglpr/pr_app_dtl.aspx?param=wGEVXQtvtDgtBjiarh%2f-9gdWRXAd3f067T... 3/6/2006 FRANx L. BFNNARDO, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAH: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed eng: financial interest in the company manufacturing or c evaluation report or validation certification has beer engineer is not owned, operated, nor controlled by the and does not have any financial interest in any other e the above -noted product(s). Respectfully, Frank L. B6nnardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0046549 Cert of Auth: #9885 -er does not have nor will acquire a ,tributing the product(s) for which an prepared, as referenced above. This Ianufacturer or distributor noted above ity involved in the approval process of FRANK L. BENNARDO, P.E., INC. CONS�TING ENGINEERS W W W.FLBENGINEERING. OM FRNx L. BENNARDo, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluation Report November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commissi n) Rule Chapter 913-72.070, F.A.C., for statewide acceptance per _Method ..1-(d)._ All products_ listed- ab ue have been -tested -and/or -evaluated as - summarized herein to show compliance with the 2004 Florida 3uilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Re valuation of this product shall be required following pertinent Florida Building Code modifications or revisIions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga& 24ga Galvanized St el Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inca signed & sealed by Frank L. Ber nardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-84 test standards per test report(s) #02-001, #02-002, & #03-001 by Constructor Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with SSTD 12-99 test standards per test report(s) #02-001, #02-00 , & #03-001 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Evaluation Report Prepared by: Frank. L. Behnardo, RE.,, Inc. Frank L: Bennardo, P.E. # PE0046549' Page 1 of 2 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS W W W. FLDENGINEERING. OM FRANx L. BENNARDo, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the d Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. end Load Resistance Each product has been designed to resist wind loads as indi respective Product Evaluation Document (i.e. engineering dr Installation Each product listedaboveshah be -installed in strict complian Document (i.e. engineering drawing), along with all compone Each product component shall be of the material specified in Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its resp engineering drawing) as noted herein. All supporting host structures shall be designed to resist all SL listed in each product's respective anchor schedule. Host stri for in each product's respective anchor schedule shall be des registered professional engineer. All components which are permanently installed shall be protE other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: gn of each product. in previously listed test reports, and is J in the span schedule(s) on its g). with -its -respective- Product Evaluation --- - noted therein. product's respective Product Evaluation Product Evaluation Document (i.e. rimposed loads and shall be of a material ire conditions which are not accounted ed for on a site-specific basis by a against corrosion, contamination, and Hurricane Zone (HVHZ). This engineer does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this evaluation report has en prepared. This engineer is not owned, operated, nor controlled by the ma ufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. CONS TING ENGINEERS WWW.FLBENGINE] -.1com 'NOIIVZR10HLnVi0 31VU1iUU30 L6E (LHS):XVj 88HZ-LfiE (L9S) EE 1� 'NOlVr! Voce H•JIH 31X10 H1LION3NIEJN3 `Jil(1SN03 V.34'ONI 3'd'C)08VNN38'l>iNV2id �L J o. 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Ll Ln 'la 9888R:NOIIVZIUGH1nV 3031VOIJ11d30 IVAObddV 301M31V1S VOW01� �' xourvuxn xmwxarn,w W Nh4 Qm Q P Y OL v] r moiN17 WOO'`!NI2i33NI'J N3811�'MMM S13NVd W'dOJS ' waw ulmuiwi txowam vuurl eux p .- }am oN90 :-mm�iv �� zSBZ-L8E (t9S) :XV3 88BZ-t6E (L9S) 133!.5 o3ZINVAlV9 e6pZ 9 e6Z2,h 3md'00Wxx3p'1%'NW FLHWmxWOW Lnnuwmr. aww+mmooua3asslw rnxsawCD t0 �O i0 aZ 7 2 ry bbbbbbbbbb ® Lfb£E 1d 'N01HLi V706 .IHMH'JIH 31X10 HlilON LpO4 ZB 86-Z TL (T9$) 3'a nawxwa iarmu.o.wumwau aa%xluou sw m O mm bbb flim^ nn Ln o p fiO4EE l3 'HOV3B WIVd 1S3M Q a g W I`uJl JVI Q S2i33NION3 SNI1lNSNOO ovoa vNNoo obsi a` N N N •o aJ fG �d �G U sonnt eldnMro Y Ln SNI"3'd'OOLiVNN39 'IJINdLi3 s��unEis Nd�l��W� 11d uo m P i0 N OOIOmN NN bCbO • c3P35LNI 31bn nNH'] un v . v Q .w. Pip W NN NNN —(d - ro m mN m Lu m U � u Zoy W Z nQn J LU LL IY W Lu 0 Z ? r Q�3 F- w z � � zO�� N X X-(} Q WS "L U �� O° wmu4U�wrc lupi �3 L }�3UO�-i0d pmu 3O �aW w � ��w�oaWo +"law��u ttw 9�NgWs�3pZ� �� UQY1 b � 8fY�(Kz3 W�X�N WOE 0Q Jg'J S�W3.0 U IL ,L t":1, �U 63.6 0.od as O" 6, 3 �aIl1 JVWIQJQQI�U CQZX �1 yid �pwryf I— IL wN WL�[i0W y W4g1 � Um mW v pa �p.Fm �urzW' w z ;�WZ �•-r WFO 2 OY" 2-JWUw QQ U �i —w �0 3 U= o U7 Z wrw�zzOU Sy>< Iva�pUppQ4(s��¢f=UWb Q... niffiwQ� �. I�y3°nLL= z© `m, Y mll Ci U Nh4 Qm Q P Y OL v] r moiN17 pj •d pj •rj ron mro d .- }am oN90 :-mm�iv In :n irmnr m m ID [V m mPf:N` t0 �O i0 aZ 7 2 ry bbbbbbbbbb UU b3�bb mm bbb flim^ Z O V `� -------------- �G �d W V7 m .-p W W m in N NNN6 6 W N N N N N •o aJ fG �d �G U m mi 16.'16d•m :-Nn mbl b 6 t. m P i0 N OOIOmN NN bCbO • ANN N Sbbbb N'N' NIli-- Pip W NN NNN —(d - ro m mN m � • W � Z bb SO bbbbb 4 O' O^ ` C7 ¢ pU m.d .n ui ui �u mui rd bbbb'vN ui ui rd hNo W b Wa. V m .- �- r. N N lu ZN V bb Nip nl u]ro - m b b O SG ro 'G 6. N N ry N^�.N- N N N m N 4c� h h N N N �cJ 4 q N N N N NrvNNN w w m mNNiA U OI m _ dm �d ui m m m nt^ON EE I mm N hm�bbiu O d � �U uiSuiIO b in N� i0 ip 001 P:- 6a pU �d uim ids S O N Y m^ Z= y V N O b O h b OCC b eeuiro� ---road ^^ b b b Id 16 m V min h m N h h N h .-n .-r ❑ n O_mvP mNom YY�n P Pv PPn NNN O W W ❑ m W N v V N N O m N O = W ry N L`- w i W U ma a 2 m O Z U {7�/�ry10. m Q ••/I.• wU" Q H V x Y O O '1�ntliS 1SI%3 ( loom w z � � zO�� N X X-(} Q WS "L U �� O° wmu4U�wrc lupi �3 L }�3UO�-i0d pmu 3O �aW w � ��w�oaWo +"law��u ttw 9�NgWs�3pZ� �� UQY1 b � 8fY�(Kz3 W�X�N WOE 0Q Jg'J S�W3.0 U IL ,L t":1, �U 63.6 0.od as O" 6, 3 �aIl1 JVWIQJQQI�U CQZX �1 yid �pwryf I— IL wN WL�[i0W y W4g1 � Um mW v pa �p.Fm �urzW' w z ;�WZ �•-r WFO 2 OY" 2-JWUw QQ U �i —w �0 3 U= o U7 Z wrw�zzOU Sy>< Iva�pUppQ4(s��¢f=UWb Q... niffiwQ� �. I�y3°nLL= z© `m, Y mll Ci �(V hN aim NY> W OL v] r moiN17 P ron mro d a} m I� t=OD N m m ID [V m m yl U• in 1� t0 �O i0 N N j= UU SN mm �e' i�.= bbbbb �c �ri �c mac bbb flim^ b - m_ �d � 666 0 66� N NNNNNN' " Nin in py NN"u]Y"• Nb,N i`n h N N inN Nin vt Olhmmi-" n vm h bhiv vvi�ai m mi 16.'16d•m N'N(V^NliNN'N'N_''ry'^ m m IN m m P i0 N OOIOmN NN bCbO • ANN N Sbbbb N'N' NIli-- Pip W NN NNN —(d - ro m mN m � • N P N 'ro �ro �!1 ` .-66 •G 1� v 4 O' O^ a7 N m � V] Y N_ •- 0 Ot7 1G h uj CI bbbON ui uiro mNuiroroui Zn NN^NNm6NN O Cb 0' rvc • 44,,"i ISN °m �b �cm �romui r6HH bbOOb ui uiroro�� NZ N6 Z. bb i.IN�y NNN N ^ ry oopp M O N O t%� lu ZN V bb Nip nl u]ro bbb Ob 1dNro u] O b=]'2i W brororoP b b O SG ro 'G 6. bbbbb 66666 a �N V V NNin mNNiA NinNN N'N m N N Nin _ N er N .- Nin ` N^NcliIll Iu c�mo hm�bbiu b,n bNW;,,� b in '° 6a 0 i7 O Cm O C O i 0 i p p I O N N S O N Y O S O C i n Z= U N O b O h b OCC b eeuiro� b C b b b 66. b b O b b 66 mro rouim6 b b b Id 16 ,tO 1 V .-n .-r - -- U N N N N�ry NNN N •N'^ N r N v V N N O m N O w i W U ma a W UZ m Z 0 a" O Z U {7�/�ry10. m Q ••/I.• wU" U W U w W h U za Oo �Y _L{l®ySy 6 Fm- Z Oa xr$ mU� �la-R xOZ xw $ m p X n. Q� m w= YOZ ik ? = w YOU *, 1�neus tslx3 31383NOO w z � � zO�� N X X-(} Q WS "L U �� O° wmu4U�wrc lupi �3 L }�3UO�-i0d pmu 3O �aW w � ��w�oaWo +"law��u ttw 9�NgWs�3pZ� �� UQY1 b � 8fY�(Kz3 W�X�N WOE 0Q Jg'J S�W3.0 U IL ,L t":1, �U 63.6 0.od as O" 6, 3 �aIl1 JVWIQJQQI�U CQZX �1 yid �pwryf I— IL wN WL�[i0W y W4g1 � Um mW v pa �p.Fm �urzW' w z ;�WZ �•-r WFO 2 OY" 2-JWUw QQ U �i —w �0 3 U= o U7 Z wrw�zzOU Sy>< Iva�pUppQ4(s��¢f=UWb Q... niffiwQ� �. I�y3°nLL= z© `m, Y mll Ci �(V hN aim NY> I`Y`ipr br mm NYI OL v] r moiN17 P ron mro d Y �_ mt�{•j bN jp O•m inb SOS bb NN` Nn N N b NrnNN 1^ ^ !^ NNNNNN' " ^^'^^ N N N N N mui uimm hPaN 1'•Im rroui � Olhmmi-" n vm h bhiv vvi�ai m mi 16.'16d•m m m IN m m P i0 N OOIOmN NN bCbO • ANN N Sbbbb N'N' NIli-- Pip W NN NNN —(d - ro m mN m � • N P N 'ro �ro �!1 ` .-66 •G 1� v 4 O' O^ a7 N m � V] Y N_ •- 0 Ot7 1G h uj CI bbbON ui uiro mNuiroroui Zn NN^NNm6NN O Cb 0' rvc • 44,,"i ISN °m �b �cm �romui r6HH bbOOb ui uiroro�� NZ N6 Z. bb i.IN�y NNN N ^ ry oopp M O N O tN O Y h t� Y Ph O m Y P h O m P P m g u w W 2 i tl�y ❑ .. 2 w X eUaw N Iu Ka mowZN 5 iF _ NO)7 3 ONOO MOIIOH slauxd CDOCZZ LOQu-syb-m, SOOam) wv4 S96#:NOUYZItlOHlnV 30 31VOI-UU30 IVAOaddV 30IMUVIS V(lr8old ' �,�yymiaj 110M1��.��uiso nn a T'� j� WOp'`ONI?J33NI�J N3913'MMM Sl3NVd W2101S ulwa m'ovwalau'vlwium'sralrru>r- O Z98Z-Cee (L95)XV3 Baez -fie (L95) 13315 03ZINVAIV`J e6yZ 9 e6ZZ frH'3 ramm�xwLE4E£ -td 'NO.12896-ZiL ([95).IVMH�OH31X10 HlalON Lb44 6GOCE ld 'HOV39 WIVd 1S3M _ NIJN3 �JNI11(1SNOJOVOH VNNOO °bSiSNI"3'd'002iVNN38'111NVad S2i�LLf1HS Nd�I21SWVi�-ld sar�a 91 e� sural$ o u„ ,,. a w Lu dl) JOO vd) Z Z� WW R L 1- CL W N Ute= Qa3 F -- W Zp OF. 2 X WWQ N3Y 3w, o wdo-- I g 1: z ,, m �.OZwx M i w� "WqtO ww�a z CC W -F XWw w U JZ WO LL4 U ¢, C �yy 'l ppp1j KIC QW x QOU 6 -R �WYQO�SaWVu UU =- 2w a -z �3rym�I0 0! Lu auUU3 uui 6216 wwpa a� a L w�11Q W u-+�,�i� �W aJzW �um Q J ZO �[aw'Za��C��gul�a� m ��338pw8p�g��77Y'�V�.nf�w�� O D FOZ UW Q[ OwWF W wm Z W w�0�w w <( a wrc„:M 1 1. - Nay===m om of M b vi i7 n T v b N N bO y Y OI li du P GO N iw ran.-'�q fV lOb t76 PV Y r V)1G 1d CI ��Tnobb Tb inbo2�bbF�Tni ou N O nl OI m O� � P � 1d Yl PYO ID Ip b iG P m m n n t0 N N N ry N n n n N n n n n N n n- n' N -^^ N'^^' N N N N N O bb - �- r .10 Vl 010 ICY �Ip N C i7 OJ In ran 16 CV v ul ' ..1 UI IM1 1d N P 1�1 Ol 4J N Y VI < {h t7 n'VPl ip lnN I.'I in .-nO N �NTi+1Y NiV l0 to b P PCI ��n111P t�1 �Annu] N Ot�l t'1 bul mu0^bb Ob<m"�TN OOOOT Y inTNm w'��mui ld to ui r`ld uid eui ld ltidv^rnm i nNnnnNnNn n' nNnnNnnNulty N��NbN�N Nb �N ly"NNNN 10 fn (O 1G L-�, vi"6i. N � Ol i � VI C 1�1 TbiyQ� �� Nbbbb i.�m:b bb- 6 b_ .- .^O 1d N G © m 1G 1G td .O .O .G 1d .O ^ 'nnNnn .N .N-� r -- NN N `N.N--.N-N r � �IN-N V] U) b r 1p IV 1 O Y P n OI P P 1n N P P N n V W 4 Z 2 z g W O 0 J z W a z m~ S w F�y�y n 0 Pa m wy fly 1u�w Yz$ug ~ ^~Bnz� r0$ 'aR w x O oz 'o; Poi � xai �- ol NO 8 ONOO MOIIOH mm V ivP"o Zll N P (7 N N1 nl P �N n 1ij � 4 � �U N O i7 O OI � mTn m iD :- al iV ntd 1G 1111n Y fV op n T 1�1d Y)VI P T i7 O .n OI 1G 1d D, zu z p GO -O bO 10 �2t2lc ui bCOON ro wui ltiv OOT1�1n ui ui ui 1d In c :-'o rn 'v 'n bNhP U eem- ��tn nim ^'nZ,Nnnnn z U aimm ] N NN Kinn N 6b 2 1d P Pt.l NPt6 In 0 iVnNmun i til p I- � .- � mai rnvi �adr ui vi o vi of W U' Z N z O O O O O 1om�� O O O O m G b O b 0 N n pU w 1'ai 1^1'c uiml`�c �`oo�i� bONo`u bvNmN_tbO] bL�1Nb1`UI!bO7Oi_b1anUl bPbvN`1o0 nQ'vvl[� biN"nN^mn bM1mnNb1U oai1i^'vGnv nNNnN NinnnN n n N hN nnj�Tx - U � cm��` N omo'vm � 1GP NU 6'66 1d .1 c: i 1d 1d P1n U w 4N 4 �U 000001 ui ui ld ui� O rV i7 O'er ui'N'.-or 10 in 1,"p1 Ip Ito iV m V Z zQ U O obbbb ui old ui ui o o bb ui tri ui f ain a c bbo 1d ui ua� mW 0 b'v iy io c ui ui� v t- 0- ld ui^nl w U w a1.1-i`ro:-oob Fp �aim�ri .v ui^vo ui 1vc rn� ld ui v..ic N n NNin in Nin Yl N n N N N inn Nin ' ^ p2 bbbbbbbbbbbbbbb Oa a�vo J ul no m PP �o `� a ovNi on .1'n v v Nim .d Id. •- ^ _16 16 6 1d 1v - 1d 1d 1d 1d 1d .- 1d 1d 1d w _ � - H nnnnNnNNinn ninnNnnnn N in inNNnn U^^` N l ^ N' W¢ W N l N K m w n V w h y 2u j-.�U' N U x x0 a o a �g 2 U�qq��p Yu� W U m wcOi 'LOn '1SIX3 X3 (300MOOM W Zp OF. 2 X WWQ N3Y 3w, o wdo-- I g 1: z ,, m �.OZwx M i w� "WqtO ww�a z CC W -F XWw w U JZ WO LL4 U ¢, C �yy 'l ppp1j KIC QW x QOU 6 -R �WYQO�SaWVu UU =- 2w a -z �3rym�I0 0! Lu auUU3 uui 6216 wwpa a� a L w�11Q W u-+�,�i� �W aJzW �um Q J ZO �[aw'Za��C��gul�a� m ��338pw8p�g��77Y'�V�.nf�w�� O D FOZ UW Q[ OwWF W wm Z W w�0�w w <( a wrc„:M 1 1. - Nay===m om of M b vi i7 n T v b N N bO y Y OI li du P GO N iw ran.-'�q fV lOb t76 PV Y r V)1G 1d CI ��Tnobb Tb inbo2�bbF�Tni ou N O nl OI m O� � P � 1d Yl PYO ID Ip b iG P m m n n t0 N N N ry N n n n N n n n n N n n- n' N -^^ N'^^' N N N N N O bb - �- r .10 Vl 010 ICY �Ip N C i7 OJ In ran 16 CV v ul ' ..1 UI IM1 1d N P 1�1 Ol 4J N Y VI < {h t7 n'VPl ip lnN I.'I in .-nO N �NTi+1Y NiV l0 to b P PCI ��n111P t�1 �Annu] N Ot�l t'1 bul mu0^bb Ob<m"�TN OOOOT Y inTNm w'��mui ld to ui r`ld uid eui ld ltidv^rnm i nNnnnNnNn n' nNnnNnnNulty N��NbN�N Nb �N ly"NNNN 10 fn (O 1G L-�, vi"6i. N � Ol i � VI C 1�1 TbiyQ� �� Nbbbb i.�m:b bb- 6 b_ .- .^O 1d N G © m 1G 1G td .O .O .G 1d .O ^ 'nnNnn .N .N-� r -- NN N `N.N--.N-N r � �IN-N V] U) b r 1p IV 1 O Y P n OI P P 1n N P P N n V W 4 Z 2 z g W O 0 J z W a z m~ S w F�y�y n 0 Pa m wy fly 1u�w Yz$ug ~ ^~Bnz� r0$ 'aR w x O oz 'o; Poi � xai �- ol NO 8 ONOO MOIIOH mm wl to nb bN4 V OI 1G 1d W 10 n1�1d O U:[I �mnnm4 YPPrI N'N Nin �ntmm :-'o rn 'v 'n bNhP �hrn ni` � NI�n.O eem- ��tn nim z U ] b NN -^^^N"N^N' n7Il iVnNmun i 'l o p iw1^PG mbn1^Ynro •b.ii_bWndn L0U TNTnNN-O bONo`u bvNmN_tbO] bL�1Nb1`UI!bO7Oi_b1anUl bPbvN`1o0 nQ'vvl[� biN"nN^mn bM1mnNb1U oai1i^'vGnv b�T<neb1d- blOm�bNn bNNn1bG b+YmN-b bitN-bnd binI o�mna-b bi'ann^bp-1 bsI.NbbO-1 QammrDzn - 1d.INO1d 6bNMb 16d6p NU 6'66 1d 'n U - nNinNNnnNNinNNNNnnnnnNninnnn N r rN O - .N- t2 V U _ P W o ml: � ud'1v ,ri 1+io olmui "moi � � t- 0- ld ui^nl uldnld w a1.1-i`ro:-oob Fp �aim�ri .v ui^vo ui 1vc rn� ld ui v..ic .- bv1 1d eeui� =iNbbbci�bcbbb bbbbbbbbbbbbbbb z 2 p U U 1d e u �d 1n - .d Id. •- ^ _16 16 6 1d 1v - 1d 1d 1d 1d 1d .- 1d 1d 1d w _ � - H nnnnNnNNinn ninnNnnnn N in inNNnn U^^` N l ^ N' N N^ ^ "!�! 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