Loading...
1120-1122 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Tree Permit # Electrical Permit # Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Temp, Pole Permit # Temp. Power Letter Received: Inspections: Rough Electric Temp. Power Temp. Pole Final Mechanical Permit # Otj - 3 2- `(n Inspections: Rough 00 A Plumbing Permit # / Inspections: Rough / Underslab Water / Sewer Drainage Inspection: I—� Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Fire Inspection: Failed Inspections: Certificate of Occupancy I ca If Type Work: Phone # 1+ Phone # Date Issued: O /7. YES iii YES NO Nailing / Sheathing Date / Copy to JEA Date / Copy to JEA Released to JEA Released to JEA Released to JEA Released to JEA Final F— --� Topout Final Final Final Final j —� Date Paid: Date Paid: Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 E INSPECTION PHONE LINE 247-5826 06- 112 ELE TO ---------------------------------------- Permit . . . . . . ELECTRICAL PEI Additional desc . . Permit Fee . . . . 95.00 Issue Date . . . . 2/03/06 Expiration Date . . 8/02/06 )032158 Date 6/26/06 SCHEIDEL CT NEW SRVC 150AMP/240V FR I C ONLY UPDATED 0 Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ------------------------------------ MIT Plan Check Fee . . Valuation . . . . Fee summary Charged aid Credited Due ----------------- ---------- ---4------ ---------- ---------- I Permit Fee Total 95.00 1 95.00 .00 .00 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 BUILDING CODES. BEACH ORDINANCES AND THE FLORIDA Building, Planning & Zoning Inspection Department -L-A Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE �F OCCUPANCY WORKSHEET 6& s e �► h S 11W8.4 -A7 C_r Improvements to the above-described p � operty have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single -Family Resideice ❑ Commercial Er'Other: Lowest Floor Elevation: Required As Built The following must be completed before imm ing Certificate of Occupancy: Department Date Notified Date Approved Approved By Public Works Planning Dept. Z p - 2/- o L Building Dept. Final Survey with FFE All Re -Inspect Fees Paid C2"Yes Yes Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: v o f CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET zZ_ Improvements to the above-described p t operty have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single -Family Reside ❑ Commercial f Other: k D If- V% LP Lowest Floor Elevation: As Built The following must be completed before twsing CertffiCcate of Occupancy= t � k Department Date Notified::Pate Approved d By Fire pt. Public Works Planning Dept. f Building Dept. E Survey with FFE 0/ Yes Final S y All Re -Inspect Fees Paid CYes I�A Graham Shi From: Sent: To: Subject: Everything is good here. Walker, Chris Tuesday, June 20, 2006 3:43 PM Graham Shirley RE: Final Co Inspection From: Graham Shirley Sent: Tuesday, June 20, 2006 9:17 AM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Nodine, Phil; 4ming, James Cc: Brugman Kerri; Matthews, Carlene; Lanier, Joyce i Subject: Final Co Inspection f Paul w/ Beaches Habitat has requested a final CO inspection for 1' 20 Scheidel Ct, 06 31983 and 1122 Scheidel Ct, 06 31984, 6.20.06. Paul can be reached at 334 2278 Thanks Shirley CITE' OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031983 Date 1/25/06 Property Address . . . . . . 1120 SCHEIDEL CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . G 88836 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ( 241-1222 --------------------------------------- ------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . i Permit Fee .00 Plan Check Fee .00 Issue Date . . . . 1/25/06 Valuation . . . . 88836 Expiration Date --------------------- -------7/24/06-- Other Fees . . . . . . . . . CIT ------------------------------------ RADON SURCHARGE .30 CAP TAL IMPROVEMENT 325.00 ST ONSTRUCTION SURCHARGE 5.58 AB ONSTRUCTION SURCHARGE .62 STAIE RADON SURCHARGE 5.77 SEW4R IMPACT FEES 1250.00 WAT R IMPACT FEE 410.00 WAT R CONNECT/METER ONLY 85.00 WAT R CROSS CONNECTION 35.00 Fee summary Charged f Jaid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total .00 j .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2117.27 117.27 .00 .00 Grand Total 2117.27 X117.27 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA d" W 0 Q n Ur In n Y 0 m 0 W W 0 MAP SHOWING SURVEY OF UNIT 10 OF SCHEIDEL COURT CONDOMINIUMS, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF !CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 12848, P GE 787, OF THE CURRENT PUBLIC RECORDS OF DUVALICOUNTY, FLORIDA, AND ALL EXHIBITS AND AMENDMENTS THEREOF. FOUND 1/2- IRON PIPE, LB 3672 UNIT 9 El al w J Q I I IFOUND 1/2- IRON k I PIPE, LB 3672 TER min v r9 1 (71 DRIVEWAY Z y I Iz (O CLOUT z (r N82.49' 4"E 74.30' (FIELD o J N82'S '30"E 74.37'1 UNIT 11 O v I o? w THE PROPERTY SHOWN HEREON LIES 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, DUVAL °J 4'CLEAN DRIVEWAY w CABLE 74.37" 74.20' (FIELD) 1 TRANSFORMER PAD \ 0 THIS O (J,, O SET 1/2" IRON 2 STORY o� (' PIPE, LB 3672 WOOD ATTORNEYS' 0 INSURANCE FUND, INC.; RESIDENCE DO =-1 v N No. 1122 a N FFE=12.63 J m (NGVD1929) oc N 20.0' 32.3' 3. FFE DENOTES FINISHED FLOOR ELEVATION. � w m UNIT 10 ( _ L4 C f'1 O Q �FQUND 1/2- IRONS82@54230"W O m r- E. LB 3672 582'42'13"W UNIT 11 O v I o? w THE PROPERTY SHOWN HEREON LIES 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, DUVAL °J 4'CLEAN DRIVEWAY w CABLE 74.37" 74.20' (FIELD) 1 TRANSFORMER PAD \ 0 COUNTY, FLORIDA. THIS O m SET 1/2" IRON GIN x m PIPE. LB 3672 ATTORNEYS' TITLE INSURANCE FUND, INC.; 1. THIS IS A BOUNDARY SURVEY. DO =-1 v 0 a N Ln m J oc 3. FFE DENOTES FINISHED FLOOR ELEVATION. W^ m ( _ L4 C m W, CREWS, P.S.M. O m r- 0 BUSINESS No. LB 3672 n O m 0 C FOUND 1/2- IRON PIPE, LB 3672 X COUNTY, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF GIN ER ANDERSON; BEACHES HABITAT; NOTES: ATTORNEYS' TITLE INSURANCE FUND, INC.; 1. THIS IS A BOUNDARY SURVEY. DO E AHOO, BALL & MCMENAMY, P.A. 2. BEARINGS BASED ON EAST LINE OF TRACT "A", k BEING SOUTH 07'05'30" EAST PER PLAT OF SCHEIDEL COURT PLAT BOOK 57, PAGES 99 AND 99A 3. FFE DENOTES FINISHED FLOOR ELEVATION. 4. NO BUILDING RESTRICTION LINES PER PLAT. ( _ 'NOT VALID WITHOUT THE SIGNATURE AND THE STEPEN W, CREWS, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FLOR DA LIC. SURVEYOR and MAPPER No. LS 5996 FLA. UIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: CRT 1500 ROBERTS DRIVE DATE: JUNE 19, 2006 FILE #: 2006-787 JACKSONVILLE BEACH, F�ORIDA 241-8550 SHEET 1 OF 1 Application Number . . Property Address . . . Tenant nbr, name . . . Application description Property Zoning . . . . Application valuation . Owner BEACHES HABITAT ATLANTIC BEACH FL 32233 OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-00032616 1120' SCHEIDEL CT 1 CU 1 AHU MECHANICAL ONLY TO BE UPDATED 0 --------------------------------------- Permit . . . . . . MECHANICAL PE Additional desc . . Permit Fee . . . . 71.00 Issue Date . . . . 3/28/06 Contractor ------------------------ OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ----------------------------------- IT Plan Check Fee . . .00 Valuation . . . . 0 Fee summary Charged paid Credited Due ----------------- ---------- --- -------------------------- Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WffH ALL CITY OFTLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C BUILDING OFFICIAL Mar 27 06 11i38a Ocean State A/C 904-249-8949 p.2 J CITY OF ATLANTIC BEACH (^ `� MECHANICAL PERMIT APPLICATION Date: 3-.-n - Property Address: 11A0 0 �C Owner: p �pr�Os'-g,,� Telephone #: Conitractor ,0}c 1 Telephone Contractor Address: � 7jo %���«�e. ..8c 1 Fax #:('To i a��nyg Contractor Signatur e In wusiJeratiUn of permit g' eft for dos es 'hed is the atrovc state) with the attached plans and pccifiptium are whi n pan herr ccordancc t, we hereby sgiu to perfiimt said work in sceordonce 'th the City of Atltunic 8esch ordittanr rw and standards of rood rinivaice listed therein Type of fleatine Fuel:' -AC Electric other constriction is being done on this building r site, list the building permit number: O Gas: T LT' Nnturul Central Utility O Oil i �/' —3 l�7 t U Othcr - S cify _ MECHANICAL. EQUIPMENT TO BE INSTALLED NATI'J12E OV WURI( ,)Q[ Heat _space _Recessed ,!C Central —Floor Residential �F Air Conditioning: _ knnm Central 'Duct System: Material Tktickness I � 4FteA 10 Commercial Maximum capacity WO cfin O Refrigeration I New Building O Couling Towel': Capacity "'PT ❑ Fire Sprinklers- Number of Head% i0 Lxzs'ting Building 0 Elevator. Manlifi Escalator (NUmber) ❑ T: of LxiStinu System O Gasoline Pumps (Number) 0 'Tanks (Number) 0 LPG Containers ---......... (Number) New Installation (No system previously installed) o Utafirod Pressure Vessel ❑ Boilers 0 Extension or Add-on to > aiAing System ❑ Gas Piping 10 Odor - Specify „ ... ❑ Other - Specify LIST ALL EQUIP KENT AM CONDKI-IONING, RLFR10EitATJON X(1U1t Mk:Nr dE CONDENSOR•8 Number Units Description Model R Ma'tuthewler Approving Tun's Agency E I REAMING —FURNACES, BOILERS, FIRVPt.AC1,''.S & AM H NAL AK -3 Number Units Description Model d Mi-facturer 4 Approving DTII' Agency I Fy%ow, I Saial '4proving ufaumtr No. Agency TANkO Nominal Capacity Type Liquid How Mann & Dimensions Contained M 800 Seminole Road - Atlantic Beach, )arida 33233-5443 Phone: (904) 347-3800 • Fax- (904) 247-5845 - htt r //www.ci.atlantic-beach.fl.n Revised 1/04 Ra CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: J a� f� gc�-e ld e f 6q' 1 Telephone #: Owner: �`P_2c ztot4 Contractor -LOQ 5-k-�e �kak;w cy'- i Telephone Contractor Address: � � �i�c7�►�-$�cxl ' .,8 ` 'l Fax #:(IVX Contractor Signatur In consideration of permit g en for doinc de bed in the above statement, we hereby agree to perform said work in accordance with the attached plans and pecifications whi aze a part hereo cordanc with the'City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building -AC Electric or site, list the building permit number: ❑ Gas: _LP Natural _Central Utility ❑ Oil — ©� _ J p g f l ❑ Other – Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK J�[ Heat —Space _ Recessed Central _ Floor Air Conditioning: Room Central Duct System: Material Thickness I f +Flek Maximum capacity 8'4O cfm ❑ Refrigeration ,� Residential ❑ Commercial A- New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ — Manlift Escalator (Number) ❑ Replacement of Existing System Z) Gasoline Pumps (Number) ❑ Tanks (Number) New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other - Specify ❑ Other – Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # M anufacturer Ton' s Agency l d• d5-H819.3ay ,o LIZIL HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # ufacturer BTU's Agency �Q AM- I J F- 1 (� %4A1� �-R/(n �_ l 8440 l.(.- L TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agenc • 800 Seminole Road • Atlantic Beach Florida 32233-5445 Phone: (904) 247-5800 9 Fax: (904) 247-5845 • httg://www.ci.atiantic-beach.1l.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 r Application Number 06-00031983 Date 2/01/06 Property Address . . . . . . 1120 SCHEIDEL CT Tenant nbr, name . . . . . . F NEW DUPLEX Application description . . . TWO �AMILY RESIDENCE Property Zoning . . . . . . . TO t UPDATED Application valuation . . . . 88836 Owner Contractor ------------------------ I ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------` ---------------------------------- Permit . . . . . . PLUMBING PERM T Additional desc Sub Contractor ADVANTAGE PLU�BING Permit Fee 126.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 0 Fee summary Chargedaid Credited -- -Due--- --- ------ ------ Permit Fee Total 126.00 1126.00 .00 .00 Plan Check Total .00 1 .00 .00 .00 Grand Total 126.00 1126.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OFJATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION i Date: Property Address: Zo SGS FFG Gp— f ^ Telephone #: '7% l 22'Z Owner: �E9c,�F,s /�.� J3rT�?- Contractor: i3 Telephone #::Z�}'� G(� (+ Contractor Address: 1 Fax *7 In consideration of permit given for doing the work as described in the bove 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 i most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If otherl list the constructionis being done on this building or site, wilding A New permit number: ❑ Re -Pipe Number of Fixtures: 1 I j Bath Tubs Showers Closets i Shower Pans 1 Dishwashers � f r Sinks 1 Disposals i Urinals Floor Drains / Washing Machine Lavatory Water l ! Sewer Water Heaters I Other Fees Permit Issuing Fee: $35.00 Total Fixtures: %—? X $7.00 + $35.00 r 800 Seminole Road . Atlantic Bead, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 s CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET tf Date: _ - 2 -1/ - 4 G Address // 2 d -S- (4E i r7,E- c- C, "",_ _ Heated Square Footage -2,/(o @ $ 3 F per sq ft = $ FY 0 t _ Garag / Shed 2. 6 @ $ 3 per sq ft = $ Carport / Porch 0 @ $ per sq ft = $ Deck Patio P 3� Total V luation Remaining Value @$ per sq $ 0 @$_�per sq. ft= $ TOTAL VALUAT ON: $ YZY3 _ I $ $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �-- ZONING: 915- - � +'/2 Filing Fee $ FLOOD ZONE: (d) ffireplaces @ $35.00 $ d IMPERVIOUS SURFACE: Jy4 1/13/03 BUI DING PERMIT FEE $ WATER IMPACT FEE $ y 1 a t / SEWER IMPACT FEE $ 12.5'0 ✓J WAFER METER/TAP $ �� C ITAL IMPROVEMENT $ City r (0 0r-" SEWER TAP $ -- � -- C (1&4) RADON HRS .0050 $ GA . 0 r] ✓✓ 51"!ir► C v �0 d �� SECTION H PAVING ( ) $ -0- CROSS CONNECTION $ 3S— ,a, 3 C,,- n s -- ST (/,2..) SURCHARGE $ U, 2 0 � ✓ SCN (,A . U2- OTHER $ �*�- 7\ (1 5L+j6i. lGRAND TOTAL UE: S 1/13/03 CITY OF ATLAIS BUILDING PERMIT (FOR NEW SINGLE FAMII DUPLEX CONST Job Address: 1120-1122 Scheidel Court (dunlex — Owner of Property: Address: 1671 Fraj Legal Description: Block Number: Contractor: Beaches Habitat S Contractor's Address: 1671 Franciq Ave. Atlnnrir Reach Fr r Telephone:_ (904) 241-1222 Fax Describe proposed use and work to be done: construct residential di Present use of land or building(s): Valuation of proposed constructio Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑ NO. Applicant certifies that no change in site grade or fi ❑ YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revie ❑ NO. Applicant certifies that no trees will be removed for ❑ YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conset Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. C BEACH PPLICATION RESIDENCE AND ICTION) Date: 1/10/06 Telephone: (904) 241-1222 Lot Number:_ Zoning District: License Number: No If yes, please submit with this application. I material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. Us project. REE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify coning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826 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 W rks 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 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or STEP 4. Please submit Building Permit Application, Energy Code Fornis, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructiop plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, qL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 7 In addition to construction and engineering detail, plans must contain the f being performed. Scale of drawings should be sufficient to depict all requ 1. Current survey showing the property boundary with bearings and dist 2. Location of all structures, temporary and permanent, including setbac Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction tol 4. Any significant environmental features, including jurisdictional wetla 5. Impervious Surface area calculations: include driveways, sidewal may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pr vided with this application is corre< Signature of owner: ,ving information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. -apmcat survey. , CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: /// D I hereby certify that I have read and examined this application and know tare same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether spcified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state oI local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructio of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that t e plans and supporting data have been or shall be provided as required. I Signature of Contractor: Address and contact information of person to receive all correspondence Mailing Address: 1671 Francis Ave., Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: (904) 241-43 10 AS TO OWNER: `71,�!c r� Sworn to and subscribed before me this day of Steu tIV of Duval ;,g• ' JEANNE M. SHAW Notary's Signature: my, OMMISSION # DD 435986 1�...... , EXPIRES: May 31, 2009 Personally known , Rf,,t4 Bon dedThruNotary Public Underwriters Produced identification Type of identification f AS TO CONTRACTOR: Q . "�: r\\"Q. ti"q Sworn to and subscribed before me this l (:j' day of State of Florida, County of Duval Notary's Signature:`' i�Y.'i''• JEANNEM.SHAW Personally known I 1*1 M identification *; Y COMMISSION # DD 435986 Produced identi "k EXPIRES: May 31, 2009 Type of identification p •,Rf, th Bonded Thru Notary public Underwriters Date:_ t / / 0 /ot_ this application (please print). E -Mail: ,20 0"Q. L.fp f �y L" C_ ,20n_—, 800 Seminole Road — Atlantic Beac, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Location: CITY OF A FLOOD PLAIN DEVELO Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a st HAS BEEN POURED, certifying that the LOWEST the base flood elevation established for that zone. No final inspection will be made and no Certificate is on file with the Building Permit. COMMENTS: C BEACH INFORMATION must be made AFTER THE SLAB DR ELEVATION is equal to or above Occupancy will be issued until the survey Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plan and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: e A0 /a b Revised 1/17/03 CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-0100067 Date 12/09/04 Property Address . . . . . . SCHIIDEL CT Tenant nbr, name G FINAL ENGINEERING PLAN RE Application description . . . SUB (PRELIM PLAT REVIEW Property Zoning . . . . . . . TO B1. UPDATED Application valuation . . . . 0 Owner Contractor ------------- ----- ------------------- BEACHES HABITAT CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 G (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 ----------------- ---------- Permit Fee Total 250.00 Plan Check Total .00 Grand Total 250.00 P id Credited Due 50.00 .00 .00 .00 .00 .00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY 01 ATLANTIC BEACH ORDINANCES AND 'ITE FLORIDA BUILDING CODES. f P, BUILDING OFFICIAL CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 -`-� (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS - Permit Applicata®n #4/ 'd - c3 J 9 f `i Property Address: / 0C e l Ql'z Applicant: A C/7 4 S �� Project: /Vito -blkel g This ermit application has been: T7 Approved F-� Reviewed and the following items RD.Fs i C/ T r r need attention: I Please re -submit y ur application when these items ave been completed. Reviewed By: C�' C Date: � - .2 - Date Date Contractor Notified: U11 Y Uh' A'I'LAN:TIC BEACH��-------�� J ; BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # a �a - . 7 PP / 90 / Property Address: 20 fidfl / Applicant: Ch IS &M/7 Project: This permit plication has been: Approved F7 Reviewed and the following it ! S. Doerr { e7 - -,47 - ATProject: f� 4 k 'ms need attention: i i t Please re -submit yo applicatio hen these items Reviewed By: o1�i4.c_ Date Contractor Notified: lave been completed. Date: 141-11 U(p CITY OF ATLANTIC BEACI PUBLIC UTILITIES DEPAR 1200 Sandpiper Lane Atlantic Beach, Florida 32233 -' (904)247-5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: 06 - C3/ Z D ,Se,h,,; his /16%T,4 Ni cJ Your application is approved as Final application approval must ❑ Your permit application has been i and the following items need atten Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Reviewed b o a K uzni lic Utilities Diz Signature Contractor Notified Date &Se461 P/a'- by the Public Utilities Department. from the Building Department. by the Public Utilities Department Department, 1200 Sandpiper Lane, your application. If you have any Date CITY OF ATLANTIC BEACH' �. PUBLIC WORKS DEPARTMENT — 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMIEN7S Permit App ication Property Address: Applicant: �/q S ✓ Project: Ni Your application is approved as not IFnnal applications appro�vafl must c o Your permit application has been reviewed and the following items need attenti f4f 1 C ! T by the Public Works Department. arae from the BuRdinng Depaftment. k by the Public Works Department n: Please submit these requirements to the Publicorks Atlantic Beach, FL 32233 in order that we can a questions, please call (904) 247•,5834. R.eviewe b ' k Carper, P.F., Public Works Directr Department, 1200 Sandpiper Lane, rove your application. If you have any I { Date 111710'k k G Signature � ' 6 Contractor Notified late 10 174Y1 Beaches Habitat for Humanity of the January 6, 2006 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached are items relative to our Building Court: abitat nville Beaches, Inc. application for 1120-1122 Scheidel 1. A copy of the Site Plan is attached. This 4ocum 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 = j1,968 i. Slab = 1,360 sq $ ii. Walks and drive = 608 sq c. Percent impervious = 48% shows planned drainage and Please give me a call if you require any additional; information. Sincerely, Paul Finley Construction Manager 904.334.2278 i i i P.O. Box 50939 Jacksonville Beach, Fl�rida 32240 (904) 241-1222 Chapter 4 -Best Management Practices for Ero4ion and Sediment Control EXTRA STRENGTH PILTER PASRIC NEEDED WITHOUT WIRE MESH SUPPORT 5TEEL OR - WOOD POST plop ;pjjviy1jff;p0 10 w O✓el may E-10 4 PONDING HT. STEEL OR FILTER f WOOD POST ATTACH 56" HIGH MAX -)TO UP5T 5112E OF RU NOFF T-" 1 12" MIN. 4"x6" TRENCH WITH COMPACTED 5ACKFLL is pop v0 .o..:pop too I FLOW FLOW • Pro— FENCE ,INS )4]THovr FMCE STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE i5AC KPILL TRENCH WITH GRAVEL NOTEt I. IN5PEG AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE 5EDIMENT WHEN NECESSARY. 2. REMOVPV SEDIMENT SHALL DE DEPOSITED TO AN AF4EA THAT WILL NOT CONTRIBUTE SEDIMENT r-51TE ANO CAN 5E PERMANENTLY STABIL.I 5. SILT GE SHALL BE PLACED ON SLOPE CONIOUR4 TO MAXIMIZE PONDING Ef-PICIENCY. Plate 4.06e Silt Fence Source: Erosion Draw 4-29 Florida Erosion and Sediment Control Inspector's Manual FIL MAI SPACING [IF POSTS TD BE 6-10 FEET APART 2 FEET IMIM BACKFILLED TRENCH FILTER FABRIC NATERIPL SECIF43LY FASTDED TO THE POSTS OR CD" LSEDI THE VIRE MSH APARCD&ATELY B INCHES CIF FILTER STmL POST FABRIC IMATFRIAL N1.ST EXTM \ IWO A TRENCH AND BE *CHMED WITH COMPACTED BA TILL MATERIAL 1p DH7tS P1DO BY FABRIC FOR ADDITIONAL STRENGTH. FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX) MESH VIRE SCREEN VHICH HAS BEEN FASTENED TO THE POSTS ATTACHING TWO SILT FENCES OFFTT1£TgL'� FES l- INS= TI{ DO POST IF THE FEST rDCE F47TATE ECTH POSTS AT �— CLOCCVISE L60-1 ON TO CREATE A TpHT SEAL VITH T E FAFM MATMAL Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. CF PLN77 WATERS CRIVE e]T+ Mr. - A9?.R 18 IC}FS Vqm TK ��. CiCClro Aro e.RY FLAP ^f 1 1-1 1 n1 i 11►1 I I►II/ rr'►I/%C X85 LF OF 15" HDPE ® 0.19% nniII MONUMENT (LB 36721 cc NIJ NnNIw7v g x BOT = DHW ISA (SCS) = DH 28)r (scs)= i NTI?11 I Beaches 1jabitat Habitat for Humanity of the Jacksonville Beaches, Inc. January 6, 2006 Ms Sonya Doerr Community Development Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Doerr, I have submitted a building permit application for'; a duplex at 1120-1122 Scheidel Court. Attached is (1) a copy of the Scheidel Court site plan with the duplex located within that plan, and (2) a detailed site plan for the duplex. Please give me a call (904-241-1222) if you Sincerely, /epF-�-5 Paul Finley Construction Manager any additional information. i P.O. Box 50939 • Jacksonville Beach, F16rida 32240 • (904) 241-1222 z 0 (1 (Y U w J Q W J gigha q .NO 6Ys � �bl5��8 filiggg 1 jigil,9 ah I 1 1071 11 2,,� ))7-2- gig )tL 1 \ I J W Z C 0 f UNIE.�J I I I I I � i I I I I \ I ` I � f 1 \ I J W Z C 0 f UNIE.�J 8.5 70 9.60 10.45 tib✓ / 6' HIGH CHAIN LINK FENCE SILT FENC� #1130 0[ U STORY �. DUPLEX I �7j / � / 4r", HDPE 0 0.19% / Q OFFICIAL RECO PAGI 15. DRAINAGE EASEMENT N0 TO BE MAINTAINED BY CI OF ATLANTIC BEACH M \ \ / WALE WITH 4:1 SE IDESLOPES \ \ \ OFFICIAL RECORDS VOLUME 686 00 / rn SILT FENCE PAGE 35 4om v /7 7 s / h � 0 0Q- �) 1 q� / 000 0� FOUND 4"X4" CONCRETE MONUMENT (LB 3672) LO O N N LL- ry O M W N LL - Li J W Lij Q = V) W N F- :D 7- < > L Q Q _ U W Z W = Of m U LL. U W 1= � Q Q FYrAft rard Zoning Department I 1 O vevetopment WNW W Q i V) y W U m Z a 0 pNenoe with applicable \ N '0. irrbdfvfsfon nd other local land ISM regulations but does not constitute wet *M ON issue of permits. Compliance and ail other applicable Federal%rwa Shft OW permitting requirements be woilled by 819nawe of the City of atlantic C'Rq}sfp ior to the jssuance of a %2ns vevetopment WNW W Q i V) y W U m Z a 0 x BOT = DHW VA (SCS) = DHW 25yr (scs)= --a x ----X X- x� 174 Beaches l Habitat for Humanity of the Jac January 6, 2006 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 for'A duplex at 1120-1122 Scheidel Court. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you requite any additional information. Sincerely, Paul Finley Construction Manager 4 P.O. Box 50939 Jacksonville Beach, Florida 32240 (904) 241-1222 PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: Tree Permit # Electrical Permit # Certificate of Occupancy Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Temp, Pole Permit # 1 :1 Temp. Power Letter Received: Inspections: Rough Electric Temp. Power Temp. Pole Final Mechanical Permit # 1 0- 2 1 Inspections: Rough Plumbing Permit # Inspections: Rough / Underslab Water / Sewer Drainage Inspection: Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: ./G •0 U YES NO YES NO Type Work: Phone # Phone # Date Issued: Date / Copy to JEA Date / Copy to JEA Released to JEA Released to JEA Released to JEA Released to JEA .Final I -� Topout Final Final Final Final Date Paid: Date Paid: MAP SHOWING SURVEY OF UNIT 9 OF SCHEIDEL COURT CONDOMINIUMS, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 12848, PAGE 787, OF THE CURRENT PUBLIC RECORDS OF DUVA� COUNTY, FLORIDA, AND ALL EXHIBITS AND AMENDMENTS THEREOF. 4 G { E i r i Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Temp, Pole Permit # 1 :1 Temp. Power Letter Received: Inspections: Rough Electric Temp. Power Temp. Pole Final Mechanical Permit # 1 0- 2 1 Inspections: Rough Plumbing Permit # Inspections: Rough / Underslab Water / Sewer Drainage Inspection: Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: ./G •0 U YES NO YES NO Type Work: Phone # Phone # Date Issued: Date / Copy to JEA Date / Copy to JEA Released to JEA Released to JEA Released to JEA Released to JEA .Final I -� Topout Final Final Final Final Date Paid: Date Paid: MAP SHOWING SURVEY OF UNIT 9 OF SCHEIDEL COURT CONDOMINIUMS, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 12848, PAGE 787, OF THE CURRENT PUBLIC RECORDS OF DUVA� COUNTY, FLORIDA, AND ALL EXHIBITS AND AMENDMENTS THEREOF. 4 G { E i MAP SHOWING SURVEY OF UNIT 9 OF SCHEIDEL COURT CONDOMINIUMS, A CONDOMINIUM, ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OFFICIAL RECORDS BOOK 12848, MAGE 787, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AND ALL EXHIBITS AND AMENDMENTS THEREOF. w z O n v 0 Ln w rn � In O Y 0 �N m x-10 LiJ r W o 0 UNIT 8 FOUND 1/2` IRON N82'55'55"E 74.40' (FIELD) ELE1TRIC PIPE, LB 3672 N82'54'30"E 74.37 BDx L.~WATER Q a 22.1' IMETE RS20.0' 2 STORY32.3 li FORM BOARD WOOD DRIVEWAY m RESIDENCE m0 il)1120OO"CL N. InDEAN ? FFE=12.60 OUT (NGVD1929) SET . L. IRON S82.54'30"W 7413 PIPE. LB 3072 r ) SP2'49'04"yy 74.3t�' d IELU I 4 CLOUT DRIVEWAY I L------- --I UNIT 10 FOUND 1/2` IRON PIPE, LB 3672 UNIT 11 THE PROPERTY SHOWN HEREON LIES 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, DUVAL COUNTY FLORID NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. BEARINGS BASED ON EAST LINE OF TRACT "A", BEING SOUTH 07'05'30" EAST PER PLAT OF SCHEIDEL COURT PLAT BOOK 57, PAGES 99 AND 99A 3. FFE DENOTES FINISHED FLOOR ELEVATION. 4. NO BUILDING RESTRICTION LINES PER PLAT. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' N vl O 'I IND 1/2- IRON 'E. LB 3672 SURVEY WAS MADE FOR THE BENEFIT OF MICHELLE CARSON; BEACHES HABITAT; ATTORNEYS' TITLE INSURANCE FUND, INC.; DONIAH00, BALL & MCMENAMY, P.A. STEPHEN W. CREWS, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 FLA. Lic. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: CRT 1500 ROBERTS DRIVE DATE: JUNE 19, 2006 FILE #: 2006-786 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 U) FOUND 1/2- IRON 0 PIPE. LB 3672ci _ (/) A m IO 0 C) O c a? -1 m Ui � (,;- GJ O m 0 mo 0 O SET 1/2" IRON rrt 0 PIPE. LB 3672 IND 1/2- IRON 'E. LB 3672 SURVEY WAS MADE FOR THE BENEFIT OF MICHELLE CARSON; BEACHES HABITAT; ATTORNEYS' TITLE INSURANCE FUND, INC.; DONIAH00, BALL & MCMENAMY, P.A. STEPHEN W. CREWS, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 FLA. Lic. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: CRT 1500 ROBERTS DRIVE DATE: JUNE 19, 2006 FILE #: 2006-786 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . Owner ------------------------ BEACHES HABITAT ATLANTIC BEACH FL 32233 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-00031984 Date 1/25/06 112 SCHEIDEL CT NEW DUPLEX TWOIFAMILY RESIDENCE TO BE UPDATED 88836 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 -----------------------------------BUILDING Permit PERMIT ------------------------------------ T Due Additional desc .00 ---------- .00 .00 Permit Fee .00 Plan Check Fee 00 Issue Date 1/25/06 Valuation . . . . 88836 Expiration Date ---------------------------- 7/24/06 .00 .00 Other Fees . . . - . . . . . . CIT ------------------------------------ RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST CIJNSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STAT, RADON SURCHARGE 5.77 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATE CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged ----------------- ---------- Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2117.27 Grand Total 2117.27 Paid ---- ----- Credited ---------- Due .00 ---------- .00 .00 .00 .00 21.00 17.27 .00 .00 217.27 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A BUILDING CODES. BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH C f PERMIT CALCULATION SHEET oil Date: /- .2 06 Address / / 2 Z �� �,` E ! pgF<I ". _ % c--�N Hoc S Heated Square Footage _�,21(p @ $_ 2. 3 F per sq ft = $ V;? 0 � Garage;/Shed 2 6 @ $ 3�I ` Y G per sq ft = $ y :-- Carport / Porch 0 @ $ SECTION per sq ft = $ Deck 0@ $ CONNECTION per sq ft = $ Patio @ $ r per sq ft = $ OTHER TOTAL VALUATION: $ $ S'3 3 $ Total V luation GRAND TOTAL DUE: $ 1 $ f -- r (xr 7 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: ZONING: WY " i FLOOD ZONE: X_ _ IMPERVIOUS SURFACE: J 0 d TOTAL BUILDING FEE $ + % Filing Fee $ (d) Fireplaces @ $35.00 $ 0 BUI4DING PERMIT FEE $ Al WAFER IMPACT FEE S/ d SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT $ C l" r �Lc(ori SEWER TAP $ C (� �b) RADON HRS .00SQ>V 4. �'% ���. St-txi--c r-&e(a SECTION H PAVING ( ) $ • -0— CROSS CONNECTION 11-* 3S' ✓ p,,3 ST fo y;.) SURCHARGE �,$�/ Cp , 2 ✓�/ scAA OTHER $ GRAND TOTAL DUE: $ 1/!3/03 x�l 0 CITY OF ATLAN BUILDING PERMIT (FOR NEW SINGLE FAMIl DUPLEX CONST Job Address: 1120-1122 gcheidel Cnnrt (drnnlax _ enneln_;„; Owner of Property: Address: 1671 Frac Legal Description: Block Number: Scheidel Ct., "Tract A' Uni Contractor: Beaches Habitat Contractor's Address: 1671 Francis Ave._ Atlantic Reach Fr Telephone: (904) 241-1222 Fax Describe proposed use and work to be done: construct residential d Present use of land or Valuation of proposed Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑ NO. Applicant certifies that no change in site grade or fi ❑ YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revie ❑ NO. Applicant certifies that no trees will be removed for ❑ YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Consei Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the contact the Planning and Zoning Department at 904-24 Property Appraiser's Real Estate Number available. 'IC BEACH LPPLICATION RESIDENCE AND UCTION) Date: 1/10/06 Telephone: (904) 241-1222 Lot Number:_ Zoning District: License Number: No If yes, please submit with this application. I material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. Nis project. [ZEE REMOVAL PERMIT IS REQUIRED. Tree ation Board, which meets two times each month. and provide all information as appropriate. construction. If you are unsure of this information, please In order to correctly verify zoning designation, please have 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 Ilrequired, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or STEP 4. Please submit Building Permit Application, Energy Code Fo s, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructio' plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, I'L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Page 1 Telephone: (904) 247-580 — Fax:: (904) 247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 In addition to construction and engineering detail, plans must contain the f being performed. Scale of drawings should be sufficient to depict all requi 1. Current survey showing the property boundary with bearings and dist 2. Location of all structures, temporary and permanent, including setbac. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction top 4. Any significant environmental features, including jurisdictional wetly 5. Impervious Surface area calculations: include driveways, sidewall may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pr vided with this application is correc Signature of owner: 1 I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether sl give authority to violate or cancel the provisions of any federal, state r including the governing of construction or the performance of constructi< is contingent upon the above information being true and correct and that required. Signature of Contractor: /�P__ Address and contact information of person to receive all correspondence Name: Paul Finley. Construction Manager Mailing Address: 1671 Francis Ave.. Atlantic Beach I Telephone: (904) 334-2278 Fax:j AS TO OWNER: Sworn to and subscribed before me this Sta urity of Duval "d JEANNE M. SHAW MY COMMISSION # DD 435986 EXPIRES: May Bonded Y 2009 Notary's Signature: Thru N otary Public Underwriters AS TO CONTRACTOR: K;, ; C day of c' Notary's Signature: Personally known Produced identification Type of identification p Sworn to and subscribed before me this 1 C day of - State of Florida, County of Duval Notary's Signature: JEANNE M. SHAW Personally known =•: MY COMMISSION # DD 435986 Produced identification EXPIRES: May 31, 2009 of ,yq, Bonded Thru Notary Public underwriters Type of identification prod wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. -apmcat survey. CCCL, natural water bodies, patios and other Impervious Surfaces. Swimming pools Date: , D/V� e same to be true and correct. All provisions of the laws and :ified herein or not. The granting permit does not presume to local rules, regulations, ordinances, or laws in any manner, of the property. I understand that the issuance of this permit : plans and supporting data have been or shall be provided as Date:- this application (please print). E -Mail: , 20 i_(.;. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904) 247-580 — Fax:: (904) 247-58451 http://www.ci.atiantic-beach.fl.us Revised 1/14/03 r3�y3Fyi 'i•`M�. S. r a CITY OF ATLAN BUILDING PERMIT (FOR NEW SINGLE FAMII DUPLEX CONST Job Address: 1120-1122 Scheidel Court (duplex — condomini Owner of Property: Beaches Habitat Legal Description: Block Number: Contractor: Beaches Habitat Contractor's Address: 1671 Francis Ave.. Atlantic Beach. FL Telephone: (904) 241-1222 F Describe proposed use and work to be done construct residential Present use of land or building(s) Valuation of proposed construction: Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of f ❑ NO. Applicant certifies that no change in site grade or fi ❑ YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub Prelim Plat Revie ❑ NO. Applicant certifies that no trees will be removed for ❑ YES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Consei Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all Incomplete applications may result in delay in issuance of permit. C BEACH PPLICATION RESIDENCE AND UCTION) Date: 1/10/06 Telephone: (904) 241-1222 Lot Number:_ Zoning District: License Number: No If yes, please submit with this application. I material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building Permit. project. E REMOVAL PERMIT IS REQUIRED. Tree )n Board, which meets two times each month. 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 904-247-5826 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 1 required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed 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, VL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 — http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 4 In addition to construction and engineering detail, plans must contain the being performed. Scale of drawings should be sufficient to depict all req' 1. Current survey showing the property boundary with bearings and di: 2. Location of all structures, temporary and permanent, including setba Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction tc 4. Any significant environmental features, including jurisdictional wetl 5. Impervious Surface area calculations: include driveways, sidews may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pr vided with this application is corn Signature of owner: I hereby certify that I have read and examined this application and know ordinances governing this type of work will be complied with, whether sI give authority to violate or cancel the provisions of any federal, state including the governing of construction or the performance of constructit is contingent upon the above information being true and correct and that required. Signature of Contractor: Address and contact information of person to receive all correspondence Name: Paul Finley, Construction Manager Mailing Address: 1671 Francis Ave., Atlantic B Telephone: (904) 334-2278 AS TO OWNER: I a: �. wing information as appropriate for they type of work information in a clear and legible manner. es and the legal description. building height, number of stories and square footage. rapmcat survey. ,, CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: e same to be true and correct. All provisions of the laws and ;ified herein or not. The granting permit does not presume to local rules, regulations, ordinances, or laws in any manner, of the property. I understand that the issuance of this permit plans and supporting data have been or shall be provided as Date: ! A " `pZ this application (please print). 10 li E -Mail: Sworn to and subscribed before me this f d day of Staunity of Duval JEANNE M. SHAW Notary's Signature:..= ✓ , COMMISSION # DD 435986 EXPIRES: May 31, 2009 Personally known ar„h BondedFhruNotaryPublicUnderwriters Produced identification Type of identification p AS TO CONTRACTOR: Sworn to and subscribed before me this l 1 ” day of State of Florida, County of Duval Notary's Signature:-- JEANNEM.SHAW Personally known »: * MY COMMISSION # DD 435986 Produced identification EXPIRES: May 31, 2009 Type of identification p Bonded Thru Notary public Urxlerwriters 20_ 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904) 247-580 — Fax:: (904) 247-5845 -http://www.ci.atiantic-beach.fl.us , Revised 1/14103 ]PLAN REW EW COMMENTS Permit Appiication N d & - .3 i9fI Property Address: 117-,z d Ch e/ d f /- Applicant: Applicant: Project: Your application is approved as n( IFAnal application approval must o Your permit application has been , and the following items need atter e r I by the Public Works Department. we from the Building Department. iewed by the Public Works Department Please submit these requirements to the Public Works 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 b Carper, P.F., Public Works Dire Signature Contractor Notified Date -2 08" 16--,4 Date l CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane J Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us ]PLAN REW EW COMMENTS Permit Appiication N d & - .3 i9fI Property Address: 117-,z d Ch e/ d f /- Applicant: Applicant: Project: Your application is approved as n( IFAnal application approval must o Your permit application has been , and the following items need atter e r I by the Public Works Department. we from the Building Department. iewed by the Public Works Department Please submit these requirements to the Public Works 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 b Carper, P.F., Public Works Dire Signature Contractor Notified Date -2 08" 16--,4 Date l ' CITY OF ATLANTIC BEACH r� . PUBLIC UTILITIES DEPART] 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: II2 Z 'Sa� �j L Applicant: Project: Your application is approved as ` Final application approval must o Your permit application has been and the following items need atte Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (904) 247-5834. Reviewed by Do aluzniak, Publ' tilities Dii Signature Contractor Notified Date? by the Public Utilities Department. from the Building Department. by the Public Utilities Department ies Department, 1200 Sandpiper Lane, eve your application. If you have any Date A CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: This permit L' -'f- Approved r7 Reviewed and the following Please re -submit Reviewed By: Date Contractor Notified: need attention: Cc: Ford 77H'iggins . oerr have been completed. Date: CITY OF ATLANTIC BEACH 1 BUILDING / ZONING DEPARTMENT 800 Seminole RoadS. Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # _ to ze - 219 f 3 Property Address: /122- JCA f i d L,� Applicant:f ,gC�jy SBI Project: 144 DIEn 1k)( This permit application has been: Approved Reviewed and the following it 4 c D. Ford S� L. Hinains Doerr �Jg T ilk l ns need attention: i 'f Please re -submit our application hen these items Reviewed By: ,--- 1 Date Contractor Notified: have been completed. Date: q ?e—o6 C I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031984 Date 2/01/06 Property Address . . . . . . 11221,SCHEIDEL CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO AMILY RESIDENCE Property Zoning . . . . . . . TO B UPDATED Application valuation . . . . 1;88836 Owner Contractor ------------------------- ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 () 904 241-1222 ----------------------------------------'----------------------------------- Permit . . . . . . PLUMBING PERMI Additional desc INSTALL 13 FIXTURES Sub Contractor ADVANTAGE PLUMBING Permit Fee 126.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ---------------- Permit Fee Total Plan Check Total Grand Total 0 Charged Pi 126.00 .00 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL iid Credited Due ------ ---------- ---------- -26.00 .00 .00 .00 .00 .00 L26.00 .00 .00 XLANTIC BEACH ORDINANCES AND THE FLORIDA _kVi CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: //ZZ Scy-E De CT` Owner: Telephone #: Contractor: -` �► l� Telephone #::L] �(� 4 Contractor Address: 1 Fax #: J 7 / In consideration of permit given for doing the work as described in the above 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 construction is being done on this building or site, list the b} ilding 16 New permit number: ❑ Re -Pipe Number of Fixtures: '4 1 Bath Tubs Showers Z- Closets Shower Pans i Dishwashers Sinks 1 Disposals Urinals Floor Drains % Washing Machine 2 Lavatory Water lSewer / Water Heaters Other Fees Per e 0 Permit Issuing Fee: $35 0 Total Fixtures: 1-2 X $7.00 + $35.00 800 Seminole Road • Atlantic Beach', Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • 6ttp://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 f Application Number 06-00032617 Date 3/28/06 Property Address . . . . . . 1122 SCHEIDEL CT Tenant nbr, name . . . . . .1 CU 1 AHU Application description . . . MECHINICAL ONLY Property Zoning . . . . . . . TO B� UPDATED Application valuation . . . . I 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT ` OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 1 (904) 249-8251 --------------------------------------- ----------------------------------- Permit . . . . MECHANICAL PE IT Additional desc . . I Permit Fee . . . . 71.00 h Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged P4id Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 71.00 171.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 171.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL BEACH ORDEgANCES AND THE FLORIDA CITY MECHANICAL OF ATLANTIC BEACH PERMIT APPLICATION Date: 03 — 61a Property Address: 1 �C.A Ka 1, Owner: �i�'k,�iq Telephone #: Contractor& Lo(, A-�e'1kaki/ + Telephone 1 Contractor Address: l 1 kw -At 4YIL40 .&t F1 Fax Contractor Signatur a In consideration of permit g(en for doinb de bed in the above state ent, we hereby agree to perform said work in accordance with the attached plans andifications whi are a part hereo cordance lvith the City of Atlantic Beach ordinances and standards of good practice listed therein. f Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: 2V Electric ❑Gas: _LP _Natural _Central Utility CJ ?S ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED 1 NATURE OF WORK .i Heat _ Space _ Recessed ,X Central _ Floor Residential &V Air Conditioning: Room x Central Duct System: Materia117tae o7 Thickness °k 1 ❑ Commercial h, Maximum capacity &'69Q cfin ❑ Refrigeration j� New Building ❑ Cooling Tower: Capacity gUm F ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator, (Number) f ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number)` New Installation (No system previously installed) i ❑ LPG Containers(Number) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System O Boilers € ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT i AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'9, Approving Number Units Description Model # Mnufacturer Ton' s Agency (c�r��°er HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency I fi LH ryvocaaY 64, o, i TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained M ufacturer No. Agency R 800 Seminole Road • Atlantic Beach, Tlorida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • httpl://www.ei.atiantic-beach.fl.us Revised 1/04 r Mar 27 06 31:388 Ocean State A/C 904-249-8949 p.1 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: b3 X7 - 60 Properh Address: C. je i 'felapllorte #: Owner: D�7� C~ontr�t�•tnr QEd 544-6L Telephooc 4ft)21 -'4��.5`1 Contractor Address: ' 710fitloAAtFl r� 0A.k4 Fi- Faa #Cal 2C(,?-f;Yq Contractor Signatur ' In consideration of permit #cn for doi a tl ' red 0 the above state nt. we hereby agree to perform said work ui acutnlancc with the attached plans and ifications whi are a part herr + accordance with Ow City of Atlantic Beach ordinances and sumdurdi Of' good actice listed theeip -other construction is being doxic on this build ng Type of locating Fuel: - br site, listtite building permit nutrber: .W Electric 0 Gas: —Lr _Natural ^Ccut,td Utility ir,�/ o / �/ n! 6 0 Oil ` ii // 0 Chher - S OU& ME,CU"ICAL EQTITPMFNT TO RF. INSTALLED I ATTTPX OF WORIC .W Reat Space Recessed ,X Central Floor p — W Air Conditioninrg: -' Room ,!C Central .0 Duct System: Material 'A&d &arj Thicknes.lk 't 6 A< Residential i 0 Commercial Maximum capacity �� cfin 0 Refrigeration i New Building 13 Cooling Tower: Capacity gpm 0 Fire Sprinklers: Number of Heads Existing Building U Elevator: ManU Escalator (Ntunber) I Replacement of Existing System Q Gasoline Pumps (Number) 0 Twks (Number) ❑ LPG Containers (Number) New Installation (No system previously installed) U Unfired rressure Vessel Q boilers Extension or Add -ort to Existing System s 0 Gas Piping tai Other . Specify ._ C3 Other - Specify LIST ALL E UIPMZNT Alli CONDITIONING, kEFl0GXKAT1ON EQUIPMENT do CON09144SORIS Appnrving Nuanbcr Units Description Mndcl # Man�tfacNrcr Ton' s Agency i aH , 1 , Iik:A'rIN(; -FURNACCS, WILMS.17REPLACES di Alli HANUI,F,R'S Apprc)vita,, Nutnbcr Units 0h3U1iy1iuu Model u man4thnrurer UT11e Agency 191H Cf'Y#*A*Y 4- ado u I � TANKS Nowuiuuily Type Liquid - Serial Appfovutg NOW.Many & Dimensions Contained M' factuter plo. Acenc I 800 Seminole hoard • AtlatttiC Beach, lalorida 32233-5445 Pbonec (904) 247-5800 • Fax: (904) 247-5845 • lil ja "ww.ei.atlantic-bettch.o.us Revised 1/04 GEARING HEIGHT SCHEDULE 171 TI VALLEY FRAMING) MUST 5E COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS, 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING, UNLE55 OTHERW15E NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD BEARING, UNLESS OTHERWISE NOTED, 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HANGERS TO BE 5IMF50N HUS26 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO BE 5IMP50N THA422 UNLE55 OTHERWISE NOTED. 5.) BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED 5Y BUILDER. Builders . FirstSource Gunnell PHONE: 356-437-3349 FAX: 386-437-3994 Jacksonville PHONE: 9O4-772-6100 FAX: 9O4-772-1973 Lake City PHONE 386-755-6894 FAX: 356-755-7973 Sanford PHONE: 407-322-0059 FAX: 4O7-322-5553 LEACHES HAGITAT i&AL AODEE55 1120 41122 SCHEIDEL CT. OPEL: KONON DUPLEX VE. A i : 100 06/17/05 1 JDH J11885`1 4 �.•an��a � • � �J WSJ t'J ►� U "� h SP > J M ,. O -0 41 Q O D► to)rt �/ J C3. .D I�TLS;]' i.) �ERh'�i H�91{�OA�(NDATIONS� VALLEY FRAMING) MUST 5E COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS, 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING, UNLE55 OTHERW15E NOTED, 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD BEARING, UNLESS OTHERWISE NOTED, 6.) 5Y42 TRU55E5 MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HANGERS TO BE 5IMF50N HUS26 UNLE55 OTHERWISE NOTED, ALL FLOOR TRU55 HANGERS TO BE 5IMP50N THA422 UNLE55 OTHERWISE NOTED. 5.) BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED 5Y BUILDER. Builders . FirstSource Gunnell PHONE: 356-437-3349 FAX: 386-437-3994 Jacksonville PHONE: 9O4-772-6100 FAX: 9O4-772-1973 Lake City PHONE 386-755-6894 FAX: 356-755-7973 Sanford PHONE: 407-322-0059 FAX: 4O7-322-5553 LEACHES HAGITAT i&AL AODEE55 1120 41122 SCHEIDEL CT. OPEL: KONON DUPLEX VE. A i : 100 06/17/05 1 JDH J11885`1 O O r� BEARING HEIGHT 56HEOULE 171 711 _�-, �"V�°° a� >� a A ch -d ami •> ><�,, � w >•4t� rn w G .- iz t -j -0 0 3.) ALL VALLEYS ARE TO DE GONVENTIONALLY FRAMED DY GUILDER. 4.) ALL TRU55E5 ARE PE516NEP FOR 7 o.o. MAXIMUM SPACING, UY LE55 OTHERW15E NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON51DERED TO GE LOAD GEARING, UNLE55 OTHERW15E NOTED. 6.) 5Y42 TRU55E5 MU5T GE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRU55 HAN6ER5 TO GE 51MP50N HU526 UNLESS OTHERW15E NOTED. ALL FLOOR TRU55 HANGER5 TO GE 51MP50N THA422 UNLE55 OTHERW15E NOTED. 8.) BEAM/HEADER/LINTEL (HDR) TO GE FURN15HED DY GUILDER. 61BUilders . FirstSource Gunnell PHONE: 336-437-3346 FAX: 386-437-3994 Jacksonville PHONE. 904-772-6100 FAX. 904-772-1973 Lake City PHONE: 306-755-6894 FAX: 306-755-7973 Sanford PHONE: 407-322-0059 FAX: 407-322-5553 BEAGHE5 HABITAT 1&AL ADDIE55: 1120 41122 SCHEIDEL CT. VEL: 5 N. DUPLEX VE HAINY: got 06/17/05 JDH J118859 C C r�' mI • 1q-10-0 11-10-0 10-0-0 20-0-0 10-0-0 40-0-0 � N-o, v GJO1 N N I _TO z N I LCA L(� i 4 N i 03 TO/4 �I { GJO3 GJO1 1 01 O O O O tiv O O O JOS 10-0-0 20-0-0 10-0-0 40-0-0 Project Information for: A 18859 Builder: Beaches Habitat Address: 1120 & 1122 Scheidel Ct. Atlantic Beach, FL County: Duval Truss Count: 11 Design Program: MiTek 20/20 6.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7 Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading ci e 17, 2005 Design r: Lawrence A. Paine, PE a PE N5 A rs Firs Banda'LLC sorrvMe. FL 32244 Building Code: FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida P.E 1 License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, Ft1� 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida F.E. License No. 21475 Company: Builders FirstSource - Florida, LL4 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 Sect 2. The seal date shown on the individual truss component drawing: 3. The loads indicated on all referenced girder trusses are consistei provided by Builders First Source-Jacksonville,FL and dated 06/' and basic load parameters/design criteria are to be reviewed and Otherwise, the Truss Design Engineer's responsibilities are limite # Truss ID Dwg. # Seal Date 1 CJ01 J1342734 2/23/05 3 EJ02 J1342736 2/23t05 223 05 4 HJ01 J1342737 2/23/05 5 HJ02 J1342738 2/23/05 6 T01 J1342739 2/23/05 7 T02 J1342740 2/23/05 8 T02A J1342741 2/23/05 110 TT0044 J1342743 �3 05 11 CJ03 J1344042 2123/05 he structure is the responsibility of the building in 2.2 must match the seal date on this index sheet. r with the truss placement plan numbered A 18859 1/2005. Loads applied by non -truss elements approved by the Engineer of Record/Building Designer. I as stated in Chapter 2 of ANSI/TPI 1-1995. lob Truss Truss Type Qty Ply J1342734 CJ01 MONO TRUSS 12 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 16:32:48 203 5 Page 1 -2-0-0 i 1-0-0 2-0-0 1-0-0 i Sc :5.1 I 4.00 12 0 2 3x6 = 1-0-0 1-0-0 4 LOADING (psf) SPACING 2-0-0 CSI D FL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vrt(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 V rt(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 HTrz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 6 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No 21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. f 1 REACTIONS (Ib/size) 2=274/0-3-8, 4=14/Mechanical, 3=-95/Mechanical Max Horz 2=100(load case 3) Max Uplift 2=-459(load case 3), 3=-95(load case 1) Max Grav 2=274(load case 1), 4=14(load case 1), 3=185(load case 3) j E FORCES (lb) - Maximum Compression/Maximum Tension E TOP CHORD 1-2=0/34, 2-3=-51/76 BOT CHORD 24=0/0 JOINT STRESS INDEX 2 = 0.16 I f NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categ$ry ll; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss i� designed for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 Ib uplift at joint 2 and 95 Ib uplift at joint 3. LOAD CASE(S) Standard Truss Design Engneer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verity 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 ertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including at temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general 1 uidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Trus Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'OnofriD Drive, Madison, WI 53719 R 4f Job Truss Truss Type EJ02 MONO TRUSS Builders First Source, Jacksonville ,Florida 32244 -2-0-0 2-0-0 I 2 4.00 12 7 28 1 Job Reference (optional) 6.200 s Dec 15 2004 MiTek Industries, Inc. Sat Feb 19 16:56:59 2005 Page 1 2-10-0 3 2-10-0 4 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 5.0 Code FBC2001/ANSI95 LUMBER TOP CHORD 2 X 4 SYP No.213 BOT CHORD 2 X 4 SYP No.2D CSI TC 0.40 BC 0.04 WB 0.00 (Matrix) in (loc) I/defl Ud -0.00 2-4 >999 240 -0.00 2-4 >999 180 -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 Ib CING CHORD Sheathed or 2-10-0 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=21 /Mechanical, 2=278/0-3-8, 4=39/Mechanical Max Horz2=156(load case 3) Max Uplift3=-63(load case 4), 2=-387(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-41/2 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.15 I NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Categoll; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is des gned for C -C for members and forces, and for MWFRS for reactions specified. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 3 and 387 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 II& Waming - 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 vei lically and fabricated with MiTek connectors. �� Applicability of design parameters and proper incorporation of component into the overall building structure, including all t porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gun lance regarding storage, delivery, erection lers and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center,1_ /ry� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 I I {�,r,,,�j, s Job Truss Truss Type Qty Ply J1342738 HJ02 JACK 4 JJob Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Sat Feb 19 16:57:00 2005 Page 1 r 2-9-15 5-3-10 2-9-15 i 5-3-10 I Scale =1:13.7 i 3 M 2 2.83 F12 3x6 = 4 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr NO BCDL 5.0 Code FBC2001/ANSI95 LUMBER TOP CHORD 2 X 4 SYP No.21D BOT CHORD 2 X 4 SYP No.2D 5-3-10 CSI DEL in (loc) I/defl L/d PLATES GRIP TC 0.64 V.(LL) -0.02 2-4 >999 240 MT20 244/190 BC 0.12 Ve (TL) -0.03 2-4 >999 180 WB 0.00 Ho (TL) -0.00 3 n/a n/a (Matrix) Weight: 20 Ib REACTIONS (Ib/size) 3=75/Mechanical, 2=308/0-3-8, 4=68/Mechanical Max Horz2=145(load case 2) Max Uplift3=-1 21 (load case 2), 2=-443(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-36/10 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.11 CHORD Sheathed or 5-3-10 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego II; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstandi* 121 Ib uplift at joint 3 and 443 Ib uplift at joint 2. E 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) for back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=-2(F=26, B=26) -to -3=-72(F=-9, B=-9), 2=0(F=15, B=15) -to -4=-40(F=-5, B=�5) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21435 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 A Warning - Verify design paramatens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE Mll-7473 BEFORE USE Bu' This design is based only upon the parameters shown for an individual building component that is installed and loaded van ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guid nce regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C¢uncil of America, 1 WTCA Center, �•tSource 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ([ Truss Truss Type T01 HIP 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 1 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-47=-101(F=-47), 9-47=-61(F=-7), 2-16=-30, 10-16=-34(F=4) Concentrated Loads (Ib) Vert: 16=-53(F) J1342739 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 BEFORE USE Buildel".7a This design is based only upon the parameters shown for an individual building component that is installed and loaded ve ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all t porary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui lance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C ouncil of America, 1 WTCA Center, iiSt�w„rj,Urc: 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 I Truss Truss Type Qty Ply T02A FAN 6 1 Job Reference (optional) ilders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc -2-0-0 5-10-8 10-11-4 16-0-0 21-0-12 26-1-8 2-0-0 5-10-8 5-0-12 5-0-12 I i E 5-0-12 5-0-12 C I 4x6 = i 5 4.00 12 4x6 4x6 zzz 4 I 6 2x4 3 2 1 0 3x6 = 12 i j 11 10 4x6 = 5x8 = 4x6 = 8-4-14 16-0-0 I I ( 23-7-2 J1342741 1:56:32 2005 Pagel 30-0-0 3-10-8 Scale = 1:54.2 2x4 /i 7 8 9 �o 4x12 11 5x6 Simpson HUS26 30-0-0 , 8-4-14 7-7-2 7-7-2 6-4-14 Plate Offsets (X,Y): 9:0-8-4,Ed e , 11:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Val e (LL) 0.43 10-11 >843 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Ve (TL) -0.38 10-11 >953 180 BCLL 10.0 Rep Stress Incr YES WB 0.51 Ho (TL) -0.12 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 147 lb LUMBER BCING TOP CHORD 2 X 4 SYP No.21D *Except` T P CHORD Sheathed or 3-4-7 oc purlins. 5-9 2 X 4 SYP NoA D B T CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. BOT CHORD 2 X 4 SYP No.21D f WEBS 2 X 4 SYP No.3 E SLIDER Right 2 X 8 SYP No.1 D 1-5-6 I B REACTIONS (Ib/size) 9=1250/Mechanical, 2=1377/0-3-8 Max Horz 2=235(load case 5) Max Uplift 9=-1082(load case 4), 2=-1319(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3103/3655, 3-4=-2824/3289, 4-5=-1916/2406, 5-6=-1920/211, 6-7=-2311/2747, 7-8=-2241/2744, 8-9=-2244/2697 BOT CHORD 2-12=-3329/2889, 11-12=-2575/2345, 10-11=-2367/2146, 9-10=-2322/200 WEBS 3-12=-316/656, 4-12=-390/521, 4-11=-719/1005, 5-11=-1008/924, 6-11=-5 7/748, 6-10=0/123, 7-10=-39/247 E JOINT STRESS INDEX 2 = 0.86, 3 = 0.29, 4 = 0.24, 5 = 0.97, 6 = 0.21, 7 = 0.27, 8 = 0.00, 9 = 0.97, 9 = 0.86, 101= 0.20, 11 = 0.77 and 12=0.20 k NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstandi g 1082 Ib uplift at joint 9 and 1319 Ib uplift at joint 2. LOAD CASE(S) Standard Trus Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 I Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded ve ically and fabricated with MiTek connectors. Buk Applicability of design parameters and proper incorporation of component into the overall building structure, including all tc mporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui Jance regarding storage, delivery, erection lers and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, F1"S�\, jQUC 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ; Job Truss Truss Type Qty Ply J1342742 T03 FAN 2 1 NOTES i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstandini 364 Ib uplift at joint 16, 339 Ib uplift at joint 2, 105 Ib uplift at joint 25, 124 Ib uplift at joint 26, 129 Ib uplift at joint 27, 145 Ib uplift at joint 28, 133 Ib uplift at joint 29, 222 Ib uplift at joint 30, 101 Ib uplift at joint 23, 125 Ib uplift at joint 22, 129 Ib uplift at joint 21, 145 Ib uplift at joint 20, 133 Ib uplift at joint 19 and 221 Ib uplift at joint 18. 8) In the LOAD CASE(S) section,. loads applied to the face of the truss are noted as front (F) pr back (B). 9) THIS TRUSS HAS BEEN DESIGNED TO SUPPORT 24" o.c. LOADING. IN ADDITION, THIS TRUSS IS DESIGNED TO SUPPORT 1 -LAYER OF 5/8" GYPSUM BOARD ON EF FACE. THIS TRUSS MUST NOT BE EXPOSED TO HORIZONTAL WIND. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ` Vert: 1-2=-54,16-17=-54 1 Trapezoidal Loads (plf) Vert: 2= -54 -to -9=-74(F=-20), 9= -74(F= -20) -to -16=-54, 2= -30 -to -24=-50(F=-20), 24F= -50(F= -20) -to -16=-30 2) C -C Wind: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120,16-17=120 Horz: 1-2=-128, 2-9=-114, 9-16=114, 16-17=128 Trapezoidal Loads (plf) Vert: 2=105 -to -9=85(F=-20), 9=85(F= -20) -to -16=105, 2= -6 -to -24=-26(F=-20), 24=f26(F=-20)-to-16=-6 3) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) ; Vert: 1-2=93,16-17=31 Horz: 1-2=-102, 2-9=-94, 9-16=71, 16-17=39 Trapezoidal Loads (plf) Vert: 2=86 -to -9=66(F=-20), 9=43(F= -20)4o-16=63, 2= -6 -to -24=-26(F=-20), 24= -20(F= -20) -to -16=-6 4) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=31, 16-17=93 Horz: 1-2=-39, 2-9=-71, 9-16=94, 16-17=102 Trapezoidal Loads (plf) Vert: 2=63 -to -9=43(F=-20), 9=66(F= -20) -to -16=86, 2= -6 -to -24=-26(F=-20), 24=-2 (F= -20) -to -16=-6 5) MWFRS list Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=93,16-17=22 -94, 9-16=63, 16-17=31 Horz: 1-2=-102, 2-9= Trapezoidal Loads (plf) Vert: 2=86 -to -9=66(F=-20), 9=34(F= -20)4o-16=54, 2= -6 -to -24=-26(F=-20), 24= -20(F= -20) -to -16=-6 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 i Uniform Loads (plf) ; Vert: 1-2=22, 16-17=93 Horz: 1-2=-31, 2-9=-63, 9-16=94, 16-17=102 Trapezoidal Loads (plf) ! Vert: 2=54 -to -9=34(F=-20), 9=66(F= -20) -to -16=86, 2= -6 -to -24=-26(F=-20), 24=-2 (F= -20) -to -16=-6 7) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 16-17=-14 € Trapezoidal Loads (pit) Vert: 2= -54 -to -9=-74(F=-20), 9= -34(F= -20) -to -16=-14, 2= -30 -to -24=-50(F=-20), 24k -50(F= -20) -to -16=-30 8) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 16-17=-54 Trapezoidal Loads (plf) { Vert: 2= -14 -to -9=-34(F=-20), 9= -74(F= -20) -to -16=-54, 2= -30 -to -24=-50(F=-20), 24�=-50(F=-20)-to-16=-30 V 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, including all to responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guk and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 '111111111-7473 BEFORE USE and fabricated with MiTek connectors. iry and permanent bracing, is the regarding storage, delivery, erection of America, 1 WTCA Center, >r - Job ITruss (Truss Type IQty IPly J1342743 T04 I HIP Source, Jacksonville ,Florida 32244 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-74(F=-20), 3-4=-54, 1-6=-612(F=-582), 5-6=-623(F=-593), Concentrated Loads (lb) Vert: 6=-118(F) 5=-118(F) 7=-766(F) Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCPAGE Mil -7473 BEFORE USE Builders This design is based only upon the parameters shown for an individual building component that is installed and loaded v ically and fabricated with MiTek connectors Applicability of design parameters and proper incorporation of component into the overall building structure, including all t mporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general g dance regarding storage, delivery, erection j and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 /L'J, lvv a a M X m Z D to N W rn I ll D I f 5 nQ n Z oa-0 m3� °moo ?a o /� 6g°rn nn n ONO= C� C(DA �Q 5Q N� �'� -�X C Q� O- oaa Sao °wo �o yo c3 G'-- a cnQ QQ Q= (D5' <o� (D Ln. 1:3 -.°: �300cO � (D�� Q QOp -OO 60 �pv O(D =3(DaO O O• �� :70 :r (D O Ur (D�(D n Op (o C. Q Q0�_' 0 ap a (Q 0� °- maw (D C (D Z m n n CP O O 2 Ln a a O v 14 N 10 A N N �o D V 0 W o. Z O n D Z n 0 70 r a m (a Ci a o m a D V O D N f T m A D A L- m z 0 c Go m m m m m O T A y O m 0 G1 x H 00 V TOP CHORD N O n OW N A TOP CHORD � J i (D Q O :E0O O0(�� 7 nW p N • n3-�Q p°(�D v'QnQ7 m 3 m Q�m oQ •p7 • Q C FO -00(Q C D° Z3 :r �a °_0 °°3°° (D O �0 ° p DcT 'QNQCQ 0n (D O Q (D (D 6. 6 Q n D - -o- :Q(nD °�an -070 N Q (D O QO QOo o O C Q (D O - Q C S< O•(Q a Q 0 N WQ°Q n L)<(D (D (D 0QQ O _Q Cl .� Q NQ a 3 .�_O--7 (0(D 0 O (D (D 0- D O ( O (D -a (D-0 (D -0 �O 3 Q Q(D �a m° n 07 a 0- �3 0 (Do �°°�0 pp . I -- � ( +D n Q C 7 (D ( Qv ���(D D (� ° °O��� ��Qa oQ- QC m:6 o3Q D � � Q.- 0 D- Q3°� 0 (T'�3 (D Do Ca n .° O -0p n (D' mn D 3Qp Q� (D n QF,' O O �O 0- (D a Q(D mmN C �Q Q3 m nOp Q (D -p3. n (DN. (QQQ 7a(o Q (p QQ _• CD 0 (DQ �v� (D C•0 a 0 0 �(D ^ O• O Q (D n Q O V Q 3 CL n(D O Q O N O n (D - �3 O 6 O Q (Q' Q Q 7 (D Q n 3 C 3 U �i H N rt T 3 E O � iQ 0 0 0 O G 0 C_ C t7 C � H `V 0 Z O f m � H rn r 3 r A\W , ICr > O o°oan O Z N 0Q33° Cmmm3 °���� D o 5* 5`0 Z p mU�Ro QO O �Da°o CIL rn � -4 �' (D 5 O((D 37 'i C°� O Z Q� �'� a-• C 3 U �i H N rt T 3 E O � iQ 0 0 0 O G 0 C_ C t7 C � H `V 0 Z O f m FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential 'Whole Building Performance Method A Project Name: 1120scheidel Builder: Beaches Habitat Address: 1120 Scheidel Court Permitting Office: Atlantic beach City, State: Atlantic Beach, FL 32266- Permit Number: Owner: Beaches Habitat Jurisdiction Number: f Climate Zone: North I. Neer construction of existing Ne�,N 2. Sin -le family or multi -family N-iulti-family _ 3. Nlllnher of mins, if multi-twnily I 4. Number of Bedrooms 3 _ 5. Is this a worst case'? No _ 6. Conditioned floor area (ft) 1246 ft' 7. Glass area S type Single Pane Double Pane - a. Clear glass, default U -factor 0.0 W 124.0 ft' b. Default tint 0.0 ft2 0.0 ft, c. Labeled U or SHGC 0.0 ft- 0.(1 ft2 R. Floor types _ it. Slab -On -Grade Edge insulation R=OM, 157.0(p) ft b N/A. _ c. N/A 9. Wall types _ a. Frame, Wood, Exterior R=1 1.0, 964.0 ftp _ b. Frame. Wood, Adjacent R=1 1.0, 136.0 ft2 _ c. N/A d. N,'A _ e. N1;1 10. Ccihne types a. Under attic R=30.0, 1246.0 ft2 b. VA c. NIA 11. Ducts a. Sup: (Inc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft b. NIA I2. Cooling systems a. 6ntral Unit l b. NIA k i c. NIA C 13.Hating systems a. EI`' ctric Heat Pump r b. MIA 1 c. MEA I 14. Ht water systems a. Eliectric Resistance i b. NSA c. C6nservation credits ( R -Heat recovery, Solar HP -Dedicated heat pump) 15. H�AC credits (dF-Ceiling fan, CV -Cross ventilation, PF -Whole house fan, P -Programmable Thermostat, N Z -C -Multizone cooling, N Z -H -Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 18146 PASS Total base points: X1326 I hereby certify that the plans and specificati s covered Review of the plans and by this calculation are in complianc fications covered by this Energy Code. _ caiCL lation indicates compliance PREPARED BY: Ocea tat -GI n Jon with he Florida Energy Code. Befole construction is completed DATE: this building will be inspected for I hereby certify that this builing, as design d, is in compliance with Section 553.908 compliance with the Florida ergy Code. Florida Statutes. (' OWNER/AGENT: _. BUILDING OFFICIAL: DATE: -------- DOE: / -,2- lyT 1 EnergyGauge® (Version: FLHCPB v3.30) Cap: 21.9 kBtu/hr _ SEER: 12.00 _ Cap: 25.0 kBtu/hr _ HSPF: 7.30 Cap: 40.0 gallons EF: 0.92 _ FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Plerformnance Method A - Details ADDRESS: 1120 Scheidel Court, Atlantic Beach, FL, 32266-1 PERMIT #: EnergyGauge(m DCA, Form 600A-2001 I f F_nerrlyGaugeO/FlaRES'2001 F RCPB v3.30 l i I BASE k AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points { Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 1246.0 20.04 4494.6 Double, Clear S 1.0 14.3 13.0 35.87 0.99 463.3 Double, Clear i W 1.0 14.3 13.0 38.52 1.00 499.2 Double, Clear W 1.0 16.7 40.0 38.52 1.00 1536.7 Double, Clear N 1.0 13.0 9.0 19.20 1.00 172.0 Double, Clear i N 1.0 5.3 17.0 19.20 0.97 315.3 Double, Clear W i 1.0 4.0 6.0 38.52 0.91 211.1 (. Double, Clear S 1.0 5.3 13.0 35.87 0.92 429.2 ti Double, Clear S 1.0 5.3 13.0 35.87 0.92 429.2 As -Built Total: l i 124.0 4056.0 WALL rY'PES Area X BSPM = Points r� Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 1 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 ;' Frame, Wood, Adjacent ( 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 '! As -Built Total: f 1100.0 1734.0 DOOR TYPES Area X BSPM = Points j 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 Bay -e Totac 20.0 122.0 As -Built Total: 20.0 82.0 EILING TYPES Area XBSPM ku =Points '' Type i R -Value Area X SPM X SCM = Points nder Attic 1246.0 1.73 2155.6 Under Attic ( 30.0 1246.0 1.73 X 1.00 2155.6 Base Total: 1246.0 2155.0 As -Built Total: r 1246.0 2155.6 FLC►Os TYf'ES Area X 3SPM =Point:; Type R -Value Area X SPM = Points ' Slah _ 157.0(p) -37.0 -5809.0 Slab -On -Grade Edge Ins Iation _ 0.0 157.0(p -41.20 -6468.4 Raised 0.0 0.00 0.0 Base Total: -5809.0 As -Built Total: 157.0 -6468.4 INFILTRATICN Area X BSPM = Point" 1 i Area X SPM = Points sem- • 1246.0 10.21 12721.7 1246.0 10.21 12721.7 EnergyGauge(m DCA, Form 600A-2001 I f F_nerrlyGaugeO/FlaRES'2001 F RCPB v3.30 l i I FORM 60OA-2001 SUMMER CALC Residential Whole Building Perfo LATIONS ance Method A - Details I ADDRESS: 1120 Scheidel Court, Atlantic: Beach, FL, 32266-1 PERMIT #: BASE AS -BUILT Summer Base Points: 15416.6 Summer As.-Bu€ilt Points: 14280.9 Total Summer X System = Cooling Total X Capp X Duct X System X Credit = Cooling Points Mu'tiplier Poin'.s Component Radio Multiplier Multiplier Multiplier Points 1 (DM x DSM x AHU) 14280.9 1.0@0 (1.090 x 1.147 x 0.86) 0.284 1.000 4390.0 15413.8 0.4266 6577.7 ' 14280.9 1.00 1.081 0.284 1.000 4390.0 EnergyGaugeT" DCA Form 60OA-2001 ErrergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1120 Scheidel Count, Atlantic Beach, FL., 32266- 1 PERMIT #: I - BASE AS -BUILT GLASS TYPES 1.18 X Conditioned X BWPM = Points I Overhang Type/SC Ornt Len Hgt Area X WPM X WOF = Point Floor Area 18 1246.0 ~'r= 12.74 2857.3 Double, Clear i S 1.0 14.3 13.0 13.30 1.00 172.2 Double, Clear W 1.0 14.3 13.0 20.73 1.00 269.8 Double, Clear l W 1.0 16.7 40.0 20.73 1.00 829.9 Double, Clear N 1.0 13.0 9.0 24.58 1.00 221.2 Double, Clear f N 1.0 5.3 17.0 24.58 1.00 418.2 i Double, Clear E W 1.0 4.0 6.0 20.73 1.02 127.3 i Double, Clear S 1.0 5.3 13.0 13.30 1.04 180.5 Double, Clear} i S 1.0 5.3 13.0 13.30 1.04 180.5 As -Built Total: 1 124.0 2399.5 WALL "ll YPE'S Area x BWPNI = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior f 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 ` Frame, Wood, Adjacent] 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 I' As -'Built Total: 1100.0 4056.4 DOOR TYPES Area X .� I BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated t 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 I 246.0 As -Built Total: 20.0 168.0 CEILI14G TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1246.0 2.05 2554.3 Under Attic [ 30.0 1246.0 2.05 X 1.00 2554.3 Base Total: 1246.0 2554.3 As -Built Total: ! 1246.0 2554.3 s Ft.^OI "PES Area X [aW PM = Points Type ` R -Value Area X WPM = Points { Slab - -157.0(p) -- - -8.9 1397.^ Slab -On -Grade Edge Ir1$ulation _ 0.0 _ 157.0(p_ _18.80 _ 2951.6 Raised 0.0 i 0.00 0.I J I i Base Total: i3c7. , As -Built Total: 157.0 2951.6 INFILTR TEON Area X BWPM = Po nt Area X WPM = Points 1246.0 -0.59 -735.1 1246.0 -0.59 -735.1 EnergyGaugeC) DCA Form 60OA-2001 Ener lyGauge&/FlaRES'20016 FLRCPB v3.30 t FORM 600A-2001 WINTER CALCULATIONS Residential Whole B uIldinq Perforlmance Method A - Details ADDRE SS: 1120 Scheidel Court, Atlanti„ Beach, FL, 32266- d PERMIT #: BASE AS -BUILT Winter Base Points: 1(1376.2 A Wirter As-Buili Points: i 11394.6 Total Winter X System -- Heating Total X C p X Duct X System X Credit = Heating Poir.tu Multiplier Poinis Component Raio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11394.6 1.000 (1.069 x 1.169 x 0.88) 0.467 1.000 5876.7 10,376.2 0.6274 6510.0 11394.6 1. 0 1.104 0.467 1.000 5876.7 EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001IFLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building PerforT�ance Method A - Details ADDRESS: 1120 Scheidel Court, Atlantic; Beach, FL, 32266- PERMIT #: �. BASE AS -BUILT WATER HEATING I Numbe of X Muitipliar = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 2746.00 8238.0�40.0 0.92 3 1.00 2626.61 1.00 7879.8 As -Built Total: ! 7879.8 PAS 4 $E ST. Iv - 7c;;� L, w '0,� Energy',�augeT" DCA Form 600A-2001 ErrernyGauge! FORM 600A,-2001 Code Compliant Residential Whole Building Perfo Checklist ante 'Method A - Details ZDRESS: 1120 Scheidel Court, Atlantic; Beach, FL, 32266-i PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMP014ENTS SECTION REOUIREMENTS FOR EACH Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or in Table 6 12. Switch or clearly marked circuit fc un( aticn & wall sole or will pl penetrations; between wall par must be provided. External or built-in heat trap required. E'xCE:PTiON: Frame walls wh( 612.1 from, and is sealed to, the four Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8" s FJ;CrPTION: Frame floors wt & pool heaters must have a minimum thermal to ti -(e perimeter, penetrations Ceilings 606.'.ABC.1.2.3 S-ztween walis & ceilings; pen( ( soffits, chimneys, cabinets set 612.1 attic access. EXCEPTION: Fri Oto no more than 2.5 gallons per minute at 80 PSIG. installed that is sealed at the f Recessed Lighting Fixtures 606.1.ABC.1.2.4 T,,pe IC rated with no penetrat equipment and plenum chambers shall be mechanically sealed box with 1/2" clearance c ,ad:tioned space.. tested. I Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floc Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdo( R-6 min. insulation. hzve combustion air. irea; .5 cfm/sq.ft. door area. eal between: windows/doors & frames, surrounding wall; te; joints between exterior wall panels at corners; utility =1s & top/bottom plates; between walls and floor. re a continuous infiltration barrier is installed that extends dation to the top plate. aled unless backed by truss or joint members. ire a continuous infiltration barrier is installed that is sealed .nd seams. trations of ceiling plane of top floor; around shafts, chases, ed to continuous air barrier; gaps in gyp board & top plate; me ceilings where a continuous infiltration barrier is �rimeter, at penetrations and seams. ons, sealed; or Type IC or non -IC rated, installed inside a & 3" from insulation; or Type IC rated with < 2.0 cfm from cavity between floors. s, dampers; combustion space heaters comply with NFPA, &C-22 07HER PRESCRIPTIVE MEASUgES (must be met or ej ceeded by all residences.) CHECK COMPONENTS SECTION FRF_CUIREfJIENTS CHECK Water Hearers 612.1 Com;oly with efficiency requirements in Table 6 12. Switch or clearly marked circuit breaker (electric) or cutoff (gai) must be provided. External or built-in heat trap required. Swimmin;j Pools & Spas 612.1 Soas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gasispa & pool heaters must have a minimum thermal e^'fic�-ncy of 78%. ( Shower heads 612.1 Water flow must be restricted Oto no more than 2.5 gallons per minute at 80 PSIG. Air Distril:ution Systems 610.1 All d.sc.,ts, fittings, mechanical equipment and plenum chambers shall be mechanically aVacied, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducats in unconditioned attics: R-6 min. insulation. MVAC C )mrd; 607.' 3=parate readily accessible rr anual or automatic thermostat for each system. Insulaticil 604.1, 602.1 CG:ilings-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 E erayGauge&/FlaRES'20011 FLRCPB v3.30 y NERGV PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFOR ANCE SCORE* = 86.0 The higher the score, the more fficient the home. Beaches Habitat, 1120 Scheidel Court, �tlantic Beach, FL, 32266- {. Ncv, construction or existing Nein' ? iinglc lamihor multi-family�ulti-+ami�y Number Of' emits, if multi -family I _ 4. Numhi-r of BC(ll'OonIS — 5. Is lliir a vwrst case? No — 6. Coi ditioned floor area (W) 1246 ft' 7. 61ws arca &- type Single Pane 11-uble Pane — a. Clear- single pane 0.0 ft' 124.0 ft' — b, Clcat - dounic pane o. ll ft= 0.0 W — c. -1 intotner SHGC - single Pane 0,0 W 0.0 ft' —. d. Tint o iwr `-HGC - double pane S. FI(,nrt,'pes — a. Slah-Or-Grade Edge Insulation R=0.), 157.0(p) ft b. N,A — c N; A 9. 1y a l .ypes —. a. Frau;c. Wood. Exterior R-1 1.0, 964.0 ft- _ h. Frainc. Wood, Adjacent R=1 1.0, I ;6.0 W _ c. NiA — d. N — e. N' A 10, Ceilme, types — a. Under Attic R= 0.ii, 1246.0 ft' h. NO — c. NiA II. Duct_, — a. Sup: t'nc. Ret: Unc. AH(Scaled):Interior Sup. R==6.0, 25.0 tt — b. NIA 13. fooling systems a. gentral Unit b. t ,/A c. $ A i 13. Heating systems a. �Icctric Heat Pump i b. N/A c. N/A l 14. Hot water systems a. �Iectric Resistance i b. 1)I i A C. onservation credits HR -Heat recovery, Solar HP -Dedicated heat pump) 15. I VAC credits r QCF-Ceiling fan, CV -Cross ventilation, jHF-Whole house fan, PT -Programmable Thermostat, IMZ-C-Multizone cooling, MZ -H -Multizone heating) I certifi that this borne has complied with the F .,rida Energy Efficiency C'onstl-W-11011 through the above energy saving features which will be in, in this htmte before final inspection. Otherwise, a new EPL Display Car based (m installed Code compliant features. Builder Sit*nature: Date: Address of New Home: City/FL *NOTE Ac home's e 9inlated energy perforrncnace score is onh' cn'ailc This is not a Boilcling Energy Rating. rorrr score is 80 or greater (or your hol,le nrgr ctucdifr.fn. energy efficiency mortgage (EF_tl1) incentirt C'oww i rhe Encrg) Gaugc Hotline at 3211038-1492 or see the Energis informa;ira+1 cntd a list ofceriified Raters. For ii�forrnation about Floric Cons'tru(lion, conlaci fhc Dcoartrnent of Conrnnouty Affcrit t 7���; f.}�T2 ( ersion: ,ode For Building tiled (or exceeded) will be completed Cap: 21.9 kBtu/hr _ SEER: 12.00 _ Cap: 25.0 kBtu/hr _ HSPF: 7.30 Cap: 40.0 gallons _ EF: 0.92 le through the FLAIRES computer program. 6 for a US EPAIDOE EnergyStar TA designation), if vont obtain a Florida Energv Gauge Rating. auge wch site at rvnvrv. fsec. ucf edu for s Energy Efficiency Code F07 -Building v3.30) 7720 Schei/ Ct. HVAC Load Calculations for Beaches Habitat P. O. Box 50930 Jacksonville Beach, F4 32240 I'U VF JESIDEN-nAL VAC LOADS By: State HeatingT"pBlvd. onditioning 1476 Atla Neptune Beac32266 (904)24Monday, Ju005 Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 Project Report General Project Information Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: Company Comment: C:\Elite\Rhvacw\Projects\Beaches Hab�itaf 1120 Scheidel Ct. I Ocean State Heating & Air Conditioning 2-15-05 j Beaches Habitat P. O. Box 50939 i Jacksonville Beach, FL 32240 241-1222 Ocean State Heating and Air Conditioning Glenn Jones 1476 Atlantic Blvd. Neptune Beach, FL 32266 s (904)249-8251 (904) 249-8949 1120scheidel.rhv Elite Software Development, Inc. 1120 Scheidel Ct. Page 2 Design Data Reference City: Jacksonville, Floi ida Daily Temperature Range: Medium Latitude: 30 Degrees j Elevation: 26 ft. Altitude: Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevatior, Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 E Elevation Heating Adj. Factor: 1.000 i Outdoor Outdoor Indoor f Indoor Grains Dry Bulb Wet Bulb Rel.Hum ! Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures Total BLlllding Supply CFM: 779 (4.7 AC/hr) I CFM Per Square ft.: 0.625 Square `t. of Room Area: 1,246 Square ft. Per Ton: 672 i Building Loads j Total Heating Required With Outside Air: 25,218 Btuh f 25.218 MBH Total Sensible Gain: 17,123 Btuh w 85 % Total Latent Gain: 3,090 Btuh I 15 % Total Cooling Required With Outside Air: 20,213 Btuh 1.68 Tons (Based On Sensible +Latent) { 1.85 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed resultsare estimates as building use and weather maylvary Be Sure to select a unit that meets both sensible and latent loads. •\ Hahitat\11?i1snhP.iriP.l_rhv { Monday. July 18. 2005. 3:37 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ocean State Htg & A/C 1120 Scheidel Ct. Neptune Beach, FL 32266-1798 Page 3 Load Pre view Report i Sens Lat Net ens ens Win Sum Adj Sys Duct Scope Area Gain Gain Gain CFM CFM CFM CFM Size Building: 1.68 Net Tons, 1.85 Recommended Tons, 672 ft.2/Ton, 5.22 MBH Heating Building 1,246 17,123 3,090 20,213 2 1218 328 779 779 System 1: 1.68 Net Tons, 1.85 Recommended Tons, 672 ft.2/Ton, 125.22 MBH Heating System 1 1,246 17,123 3,090 20,213 2`x,218 328 779 779 16 Zone 1 1,246 17,123 3,090 20,213 2$,218 328 779 779 1 -Great Rm. 410 3,720 693 4,413 x,750 88 169 169 169 2-5 2 -Powder 36 230 0 230 740 10 10 10 10 1-4 3 -Dining 98 3,216 603 3,819482 1,658 71 146 183 146 2-6 4 -Kitchen 110 2,858 136 2,994 22 130 130 130 2-5 5 -Owner's 182 1,766 716 2,482 x,749 36 80 80 80 1-5 6 -WIC 36 276 0 276 t 865 11 13 13 13 1-4 7 -Bath 3 63 874 90 964 1,345 17 40 40 40 1-4 8 -Laundry 36 1,608 0 1,608 1 480 6 73 73 73 1-5 9 -Bed 2 143 1,434 426 1,860 ,098 40 65 76 65 1-5 10 -Bed 3 132 1,141 426 1,567 x,051 27 52 60 52 1-4 Rhvac - Residential & Light Commercial HVAC Loads Ocean Stale Htg & A/C Neptune i3each, FL 32266-1798 Total Building 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 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: 'Winter CFM: 150, Summer CFM: 66 Ventilation: Winter CFM: 0, Surnmer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: Total Building Load Totals: Check Figures Total Building Supply CFM: 779 (4.7 AC/hr) Square ft. of Room Area: 1,246 Sen Total Building Loads Loss Gain Total Heating Required With Outside Air: 25,218 Btuh Total Sensible Gain: 17,123 Btuh Total Latent Gain: 3,090 Btuh Total Cooling Required With Outside Air: 20,213 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. 1120 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 1246 1,645 0 1,767 1,767 157 5,086 0 0 0 14,443 0 8,683 8,683 4 920 1,200 2,120 0 3,000 3,000 0 0 0 4,202 0 2,853 2,853 6,573 2,170 1,387 3,557 0 0 0 0 17,123 X 1.00 25,218 3,090 17,123 20,213 FM Per Square ft.: uuare ft. Per Ton: 0.625 672 25.218 MBH 85 % 15 % 1.68 Tons (Based On Sensible + Latent) 1.85 Tons (Based On 77% Sensible Capacity) n.�r1:'%r-)�.........\o...,.,k-- u„4.:+-+fit+0(1..,.1,,,;,+„1 .k- I Kn.....+..., 10 rinnc 0.0- nee Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System 9 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 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 150, Summer CFM: 66 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures SLrpply CFM: Square tt. or Room Area: Sysem Loads Total Heating Required With Outside Air: Total Se.',si ale Gain: Total Latent Gain: Total Cooling Required With Outside Air: 779 (4.7 AC/hr) 1,246 Elite Software Development, Inc. 1120 Scheidel Ct. Page 5 Area Sen Lat Sen Total Quan 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 1246 1,645 0 1,767 1,767 157 5,086 0 0 0 14,443 0 8,683 8,683 4 920 1,200 2,120 0 3,000 3,000 0 0 0 4,202 0 2,853 2,853 6,573 2,170 1,387 3,557 0 0 0 0 17,123 X 1.00 25,218 3,090 17,123 20,213 FM Per Square ft.: ware ft. Per Ton: 25,218 Btuh 25.218 MBH 0.625 672 17,123 Btuh 85 % 3,090 Btuh j 15 % 20,213 Btuh 1 1.68 Tons (Based On Sensible + Latent) 1.85 Tons (Based On 77% Sensible Capacity) Nnt�,,s 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. -1-1.-i_. 1 ."- i RA --,I-,, 1-1.. 10 nnnc 0.n7 r31,A Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System ? f?oom Load Summary Net Required: Recommended: Elite Software Development, Inc. 1120 Scheidel Ct. Page 6 RuClg Sensible/Latent Htg Htg Run Room Area Sens Nom Duct No Name SF Btuh CFM Size ---Zone 1--- VI 17,123 Btuh Btuh 1 Great Rm. 410 6,750 88 2-5 2 Powder 36 740 10 1-4 3 Dining 98 5,482 71 2-6 4 Kitchen 110 1,658 22 2-5 5 Owner's 182 2,749 36 1-5 6 WIC 36 865 11 1-4 7 Beth 3 63 1,345 17 1-4 8 Laundry 36 480 6 1-5 9 Bed 2 143 3,098 40 1-5 10 Bed 3 132 2,051 27 1-4 System 1 total 1,246 25,218 328 874 System 1 Main Trunk Size: 40 16 in. 40 Velocity: 558 ft./min 73 Loss per 100 ft.: 73 0.053 in.wg Cooling system Summary 426 65 1.17 76 Net Required: Recommended: Elite Software Development, Inc. 1120 Scheidel Ct. Page 6 RuClg Sensible/Latent k Sensible Clg Clg Zone Clg Air Duct Btuh Sens Lat Nom Adj Adj Sys VI 17,123 Btuh Btuh CFM Fact CFM CFM 621il 3,720 693 169 1.00 169 169 12 230 0 10 1.00 10 10 46 3,216 603 146 1.25 183 146 477 2,858 136 130 1.00 130 130 58P 1,766 716 80 1.00 80 80 14 276 0 13 1.00 13 13 45 874 90 40 1.00 40 40 531 1,608 0 73 1.00 73 73 5610 1,434 426 65 1.17 76 65 692 1,141 426 52 1.16 60 52 C 17,123 3,090 779 835 779 Cooling Sensible/Latent k Sensible Latent Total Tons Split Btuh Btuh Btuh 1.68 85%/15% j 17,123 3,090 20,213 1.85 77%/23% 17,123 5,115 22,238 I. I-.--1_.. 1. .1.. A ( -1 -- -1 A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06- 0U032158 Date 2/03/06 Property Address . . . . . . 1120ISCHEIDEL CT Tenant nbr, name . . . . . . NEW SRVC 150AMP/240V Application description . . . ELEC RIC ONLY Property Zoning . . . . . . . TO B UPDATED Application valuation . . . . 0 Owner Contractor ------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 it ---------------------------------- Permit . . . . . . ELECTRICAL PER�IT Additional desc Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 95.00 Plan Check Total .00 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 A BUILDING CODES. , . BUILDING OFFICIAL BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Property Address: /l 2,�) mac- # er Owner: Contractor: k"Q-X1' 4 Contractor Address: Contractor Signature: Laic: �- r D6 Telephone #: 9oi/-zy,_,-c2L Telephone Fax #• In consideration of permit given for-doiM the wo k a described in accordance with the attached plans and ecifications which are a part ordinance and standards of go24jractice listed therein. ' e above statement, we hereby agree to perform said work in hereof and in accordance with the City of Atlantic Beach Building: New ❑ Old ❑ Re -wire Building Type: ❑ Trailer ' Residence ❑ Temp. ❑ Commercial L3Signs LlAddition Sq. Ft._ Service: 14—New ❑ Increase ❑ Repair If , other construction is being done on this building Or site, list the building Permit number: Conductor Size: AMPS: /S'o COPPER ALUMINUM Switch or Breaker Existing Service Size AMPS /_i_0 AMPS PH % PH W W VOLT o VOLT RACE WAY RACE WAY Meter Number Feeders:NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches 010 AMPR Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AIDS 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 LTNDER600V OVER600V NO. KVA NO. KVA No.Neon_Transf. -Ea._Sign —AL) MiscellaneousNY �,� G _ ` 800 Seminole Road . Atlantic Beajch, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-58451. http:/hi,,vNii,.ci.atiantic-beach.f.us C Revised 1104 Application Number Property Address Application type de Property Zoning Application valuati ------------------------ Application desc HURRICANE SHUTTERS ------------------------ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 . . . . 06-01;0033792 Date 8/25/06 1120f', SCHEIDEL CT ��cription RESIDENTIAL ADD/RENOVATE/ALTER . . . . . TO BE UPDATED )n • . • . 1300 --------------- ------------------------------------ Owner ------------------------ CARRON ATLANTIC BEACH 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. 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 A TT . ANTIC RF A d -U PLAN REVIEW SHEET " r Building Department Public Works I'31, 800 Seminole Road 1200 Sandp Atlantic Beach, Florida 32233 Atlantic Be (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5$43 PLAN REVIEW COMMENTS Permit Application # Q(O 3 3 7 9 Property Address: c � Applicant: fAZhLQ Project:7�;r This permit application has been: EJ Approved as noted by the Final application approval must Reviewed and the following it�ms 4.Makowski & Public Utilities Departments ig �per Lane S. Doerr ch, Florida 32233 R. Carper D. Kaluzniak Fax Public Safety i C T In 6 d4� Department. P t. come from the Building uiidmg )erartment. need attention: �4 Please re -submit your application when the' a items have been completed._... Reviewed By: Date Contractor Notified: Date: WINDOWS, SKYLIGHTS, t Please submit (2) complete sets of plans with application. Job Address: ItZO SC�Ac t � cr } a-k-tcwrr{C �0 Owner: tC..i/LG� �. r Address:[12,O ScL1U et cz', _�+1Cv,--cC 661. FC Legal Description: Block Number: Lot Number: Contractor:j QY`Gt ro Address: City: -30 cy----Sc>r,1 J y��Q State:�-- Describe proposed use and work to be done: \J,C A,(Cw� 5v-�\3 iv eSs Present use of land or building(s): Valuation of proposed construction: , �j'l �►'��iC Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height 2'- (ft) Building Width Roof Slope Window Height Window Elevation from Grade (ft) G CITY OF ATLANTIC BEACH �ARAGE DOORS, HURRICANE SHUTTERS Date: Phone: Zoning District: License Number: CPL 05 S 1 Phone: - 731 _ � `ct 2 207 Fax: c1Dq - 731 - 13 1 Z Measurement from corner of building to window Number of windows being installed Page 1 /W If yes, please submit with this Building Length � (ft) Window Width _=? A- (ft) Mean Roof Height 300 Seminole Road • Atlantic Bea h, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-584 • http://Www.ei.atlantic- beach. Mus Revised 1/27/03 Procedure: In order to expedite issuance of permits Provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is req L 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 inform ion provided with this application is correct. Signature of Owner: ��J 00 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 of cons ction of the property. above information being true and correct and that Tans and sgmorti% & Signature of Contractor: Address and contact information of person to receive Name: (CSL c -C..0 2 cv��S on Mailing Address: 7 () C CC Telephone: Oq) - 5 `3 - Fax: AS TO OWNER: e same to be true and correct. All provisions of the laws and ied herein or not. The granting of a permit does not presume to les, regulations, ordinances, or laws in any manner, including the understand that the issuance of this permit is contingent upon the have been or shall be provided as required. Date: correspondencq regarding this application (please print). Name: Advanc 2014 E. Adam; Contact: Victor R 904-807-0174 Email: vreves(z` Sworn to and subscribed before me this -- day of State of Florida, County of Duval os".4tt , PATRICIAE s Notary's Signa Nobly Pubk • ct FbJilw �' Personally Comdwbn N 00 $6!X a� Itr grre�d ter A_ Produced i Type of id( AS TO CONTRACTOR: Sworn to and subscribed before me this 3_/ day of _ \114111111111/ State of Florida, County oAB N11 `�� Xgoy`\ ION xo ••� ,sir . yo Notary's o S N:*_Signa :� #DD 527471 5 J::Q–Lam' Personally r�9yJ"� Sonded `�•���• ❑ Produced i �.'.� �'ue�l . '� Type of idE %t.Ir, �S1 PA\#N RNA yp Seminole Road • Atlantic Page 2 Phone: (904) 247-5800 Fax: (904) 247. Hurricane Shutters St., Jax., FL 32202 :yes 904-622-643 5 Cell Fax: 904-807-0178 produced m fica Jac cation n cation produced 'ccC 3zz 3,3 _0 Florida 32233-5445 http://Www.ei.atiantic-beach.fl.us Revised 1/27/03 "lorlda Building Lode Unllne ���i3U1�3 ��Q�x+ntalcaSn.'l }ry' ar � iK�LC1f21D4`COhIMUF1171E$ ,{ 1 R'a'nr a "sr�n Y t r"rt Y m ,tW �' 1 j:.• i S Yt°f'" Yin+ 3#*x+R Sj 9Qt7T L�:��dRET+ x N !QK. *j. TiiTs RATA . k..�z.w.:iewstarw�.�:xuscw.J;uW'.uc.St:Ekr.�.,,o" ' uH,.-3rticait' •aNnC=try ri �.a6muwwxm r4d..Y:xw�§Y "iW igYWIMx�".{bid +` T7Cn BthPlOYEE. � wrk r BCIS Home I Log In I Hot Topics I Submit 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 Quality Assurance Representative Address/Phone/Email Category Subcategory Page 1 of' i f � ���. �, i k . I•I Stats & Facts I Publications ( FBC Staff I BCIS Site Map ( Lin > Apollcatlon Lis > Application Detail FL2249-R3 Revision 2004 Approved FILE C Town and Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, FL 33309 (954)970-7700 tomj@tc-alum.com ladimir Knezevich jk@knezevich.com Nomas B. Johnston .00 west McNab Rd. 't. Lauderdale, FL 33309 954) 970-9999 amj@tc-alum.com h u tters -cordion Compliance Method Evaluation Report from a Florida Registered Architec Icensed Florida Professional Engineer Evaluation Report - Hardcopy Received I PY ed Florida Engineer or Architect Name John W. Knezevich who developed the Evaluation Report Florida License -41961 http:;/Nvww.floridabuiIding.org/pr/pr_app_dti.asps?param=u,GEVIk QwtDgvL7WPh33iXNKwnDj azmkQ4... 3/2/2006 ),Ioricla t3micling lode 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 ummary of Products 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 FL # Model, Number r Name Description 2249.1 6.8 and HR Accor ion Shutter Aluminum Accordion Shutter Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Use of these product shall be lin strict conformance with the requirements o the 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 block or wood substrates. Fo all other conditions site specific design shall be',by this office or our delegated engineer. Shut, er spans less than 32" are not acceptable per the Installation Instructions Verified By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf PTID 2249 R3 T 05-578 Report 68-1. 12 R3.pdf provisions of SSTD 12-99, 2249.2 6.8" Accordion Shutter lExtruded Aluminum Folding Shutter Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant Installation Instructions Verified By: Evaluation Reports Design Pressure: +/- Other: Use of these product shall be in strict hh http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGEV�CQwtD qvL 7 WPh3 3 iXNKwnD j azmkQ4... 3/2/2006 iuc[cca tsuilaulg lode Unline 11 conformance with the requirements of the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida Administrative Code. These produc�s are NOT suitable for installation in the High I elocity 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. Shutter spans 11 than 32" are not acceptable per the provisionl's of SSTD 12-99. 12249.3 J HR Accordion S utter Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ:' Impact Resistant: Design Pressure: +/- Other: Use of these product shall bin strict conformance with the requirements f the reference drawing prepared by TTG, Inc. and comply with chapter 61G15-23 of the Florida Administrative Code. These products, are NOT suitable for installation in the High V�locity Hurricane Zone. These products mai only be installed on concrete, hollow concrete block or wood substrates. For all other conditons 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. Page 3 of 3 Extruded Aluminum High Rise Folding SI Installation Instructions Verified By: Evaluation Reports http://www.florldabuiIding.org/pr/pr_app_dti.aspx'?param=wGEV,XQwtDgvL7WPh33iXNKwnDjazn kQ4... 3/2/2006 Florida Building Code Online `4M" LI� AlNf3 C7oasM!,N �,,*�L:yOh'IC7kCpA11�1ltNl't1E8 "r t r �ABOUT047 � }e11t�A' (t. I"1�.9El:ly"ETAFiY'Is ARA, 3 taka. 'c R4�w1`,#'rl0.hleE n BCIS Home Log In I Hot Topics ( Submit Su z� Product Approval USER: Public User Product Approval Menu > Page 1 of 2 trtz t, 1 tAy�'anda aNK:; r:. F ey Y i i f duy3 I ht ir»npc5 +YaKVS1rp44"w4i la x }} r r `iK°,t~;wt�tH.sr t t Er �t�Sflw'M1u� §iter 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. I„ 2. Verify submission of the evaluato may be a test lab, certification ac Architect or Florida Professional E certification listing or evaluation r 3. Verify the method of demonstrati suspended, recalled or revoked. 4. Verify the product has not been n 5. Verify the Code sections and refe demonstrates compliance. 6. Verify the method of demonstrati of the product, as intended. a. 7..Verify the manufacturer installati, 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 Iled or revoked. nce standards for which the evaluation g compliance indicate any limitations on the use instructions are provided. 8. Verify that a quality assurance program audited by a Florida Building Commission approved third party quality assur nce agency is in place. 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 the application. ("850) 487-18 ©2000-2005 The State http://www.florld,tbuilding.org/pr/pr—app_chek.asp . x DCA Administration lrtment of Community Affairs orida Building Code online Codes and Standards 555 Shumard Oak Boulevard lahassee, Florida 32399-2100 1, Suncom 277-1824, Fax (850) 414-8436 Florida. All rights reserved. Copyright and Disclaimer roduct Approval Accepts: 3/2/2006 4HWqu'FIt1 _' H�;^ bit 4� fir, .fAYw.� � SI � r -g Thornton uTomas ettl G r o LA TTG PROJECT NO.: KK5578.00 FEC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: Evaluation Report December 30, 2005 PAGE: I of 3 FL2249-R3 Florida Building ode 2004 S h utters Accordion 6:8 & HR Accordi 'n Shutter Town and Country Industries, Inc. A Division of ABC Supply, Co., Inc. 400 West McNab Load Fort Lauderdale, FL 33309 This is an Evaluation Report issued by J hn W. Knezevich, P.E. (System ID No. 1754), to Town and Country Industries, Inc., bas�d on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Commission, Department of Community Affairs. These Accordion Shutters have been evaluated atId found to be in compliance with the Code and that the products are, for the purpose intended, t least equivalent to that required by the Code. .-Re-evaluation of this Evaluation Report is validity. uired, following any code changes, to maintain its EvaluatOrig epb; ;lep THORON_` �QPT ApUP, INC U�. 4 79 ,1 '`t * S A �Y F. 7oh74W?;Ine ch, Vicel r "si2� ' y �.. ',tX Yr Decem6e1;;3d)r�p�5�,;4 �rJ_ ,�•' Florida LicelSse L�Ig, ;PE1961 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 33301' ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TtieTTGroup.com Oltices Worldwide _� sr, Thornton mTomasettl Qr0up tt i [[11rr ` TTG PROJECT NO.: KK5578.00 2.1 2.2 2.3 PRODUCT EVALUATION DOCUMEI 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 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. STRUCTURAL ENGINEERING CALC Prepared Rational and Comparative Analy; anchor calculations. From these analyses, Schedule was prepared for both the 6.8 Aa design load (PSF) schedule was also prepai 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 Shut windborne debris, when installed in ac respective drawings, prepared by TTG, Inc. These Accordion Shutters have been de; Schedules of their respective referenced Evaluation Report December 30, 2005 PAGE: 2 of 3 R Accordion Shutter, Drawing No. 05-578, with a :ets 1 through 13, prepared by Thornton-Tomasetti aled by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation (CTC) and Hurricane Test Laboratory, LLC awings. was determined in accordance with ASTM JLATIONS -s 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 to resist wind pressures as indicated by the Span ngs. ' £ Thornton uTornasetti Qroup TTG PROJECT NO.: KK5578.00 S. ANCHORS The maximum anchor spacing for each found in the Anchor Schedule of their res 6.1 INSTALLATION, These Accordion Shutters are to be instal: notes, schedules and material specificatio Evaluation Report 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 strictonformance with the requirements of the reference drawing prepared by TTG, Inc. ■ These products are NOT suitable for in 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 �pecific 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 coi or labeled by the agency. ■ This Florida Professional Engineer is manufacturing or distributing products ■ This. Florida Professional Engineer acquire; a financial interest in any c which the reports are being issued. • This Florida Professional Engineer 1 acquire, a financial interest in any of product. le 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 zany manufacturing or distributing products for orming an evaluation does not have, nor will entity involved in the approval process of the Prinl in,o.mal�ona\FL1\Rrojacis\KK 5578.00\Drawings\R7-sua MCantu 12/19/2005 12:21:40pm 11:58 fro MAX. SHUTTER SPAN FLORIDA $L//LD/Al(i CODE, 2004 rn w N J <r AS Nm ��O-I Zr CICS ppNa. -+ UoD D O I O O Ar r .low OD 2 O rnr £ Tm N 'DNF ANF r nOny OC DTOS AG1D DTy C.DA N --t NSOm m3S OND 61 2 T i� OSo �1COm 3.V ➢ A y N T Z =r' o F A co TOmA Drnm L1�2 TT U-1ZT m tiN mmr ��Am NL1T TT T U- om mmm �nN mm Z AnOm Zx mD �D ^ A-, ND n -,TQ° nT <rrr X _ _ ° m <m 2NAZ3 NS O' D N Iy vri�rm Dmr' mV -f -1Nm A m0 <Tm STS m" D rm�U TT '.-,TT _O(.N1EA n ZOZZ NSI yD NmT� F CC PCO ZTOI Z ti '� D F C W Z I ri AzoI mAm m^I ti mQyA r= L. £AA rm-1Ap ti00m NmC NrANA = O ON mA ZO D� N C1yNA O D £ S y ti N N N O OmD O W -i OA T. T`N TNf� C rminy miln Z O(rSjAO •ZOjN -,Orn m N C NZO Mc<H ONy O m y'4T0 OC CyZy n2 a CCC^ n0 ti r 3 m a Z Z N I o o r'mm DN ,oUnmlAn �I mDIZ A= ',; On omz O cmm, DD A mmm mDn DZOrn Iv-NjA .. ZD(^ OU < v~iN"i m �O O W N❑ O1Dm Sm ?CZ ZrA UZ<m DU A'� mw=i� mm , �y�D Z O� �ZAO m N Mo D a r^ O I - r y o Z rn A D Z� N D i2 =mZE (na3= mDO, Zo TDn O oZmD 2A nmD 10 AtiH O -floor ZO G1< pNjA DmN Zr Doaom ODm m ZH m 0 3 OOli F r F O D U 8 F N Z O N G Z r F m mD rACN '�• A NIZ/1 Apo ~ Z-,, T 'y A Z3 OAC D NA N Cr O ZZI ZOC .'� r 3 N -1 O N D S 2 T Z T Om r ~ V AD 1 m<31n tgi ZNL1 20 DZO Z ymmoxi-- Ar N AD ZOOy NC H ~ZN ODO An2 m -, OT ➢ m mmm < m r T m m p 00 ON 0ZN �< mSA 2nOZ DO O zu <C SHA mmomr^ mZ "tM y_EO AS A �IDn y 'mN r 3 { Z 3 m W m y b�f1 m 2 N N �x 1SC Sm r<me rnrn ymrSrl 0'f~0 rm aT nOm 2 DADC nm 0 (TUAm 'KO oA,z c3Z A�2 ~ yD I OZ FN3 r A DCH O D.O Z T OL1 N0 Am DA mTZ TO TCO m NOIR Z3 T1=r 1n Zyz m M C m ? 00-( OT01 r 3 O 2 r y C W 0 O H O o N N Cm 1,291 Z !�O m D3T0 mD U3 TN NZ@ D-1 Ar;eZ AON N COm rnm C D OOTO Om OZOa �n �� CpyTj-, ntmil OTN m rn y D 3 D 11 r 1 m N C m S' m 0 'A^Z C m D D �, O=rC DCmm N.Zym <OD Mom ON DNO aDCm DN rm O A ApAT z 3 LZi z C r 3 D A Z A- Z D u71 N"AD 3AA T ANA r mT mNr Z .n ZT z nN rD Zr Zr Am UOA DAm ti m I Z Z OTO U ZXC o O o m 2 r Z 3' z,-3 C C OTT N l�r'=m D m 3 I A OnOv r-1UD -AZA DA DDn m�C O m O VrD D N 3 Om �O rH Ar m N O mr FDm ADZ M r DZ O m3m N 3 N T A D Z O D n m A o Z X_ O H n rCmZ om2p ODD m0 Uf-r A Or ,yrI OrrCi rm m =mD r U N< ZA DOD Nti Am -i LCD Nr I A O O y D m r C Zr 3 3 Z -1 Z N T- nOC FAIN NDL1N ONS Ay ^Tm Z T<m K m. D r yDH Om Tym F TT myln Cm r m TOO m-4 N n mm 2 -� m �,uoN -Mr yv0 mo,I Ar ZVp om0 = AD DLIM-m ymZ ZO 002 Z�� r A n N 3~? O IO z r O c a-{ 2 DmC D n OT mDr A N �A DN 3 ZOm Om in£I 00 mmm. O o OZ U £Urn m -m- m ➢ N O o C OotivZi AAO 1 ➢mm Av OID yo 0o C3D D nm0 mn Z-( Nmm TA ZZO 'co on, O I 3 W3N T D N� Z -a yz 3 pmt A2 T timU O ~OO Op A A~ Aor D 9m mTA DLl £C3 D m o - y O~ A m N p nD is n DT Cpm COm G1 2Dm A mQ rnmGZt m3 mZN ~ vi -NO mr Orm2 O Or^ tiD m r`^ZO rnm? Ov~i m~Z 'm? Am moti OC £n^ £1Nn Omci A S m0 m 1^ 2r n:JLIN £ mm< cc AON A!^ DA Nmm w O A-1 NOm Sm A-IZ mmo 11:58 fro MAX. SHUTTER SPAN FLORIDA $L//LD/Al(i CODE, 2004 FOR 6.8 ACCORDION SHUT R SYSTEM, SEE TABLE 1 2 x FOR HR ACCORDION SHUTT R SYSTEM, SEE TABLE 3 a= HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. z �lr revlslo �' ; i2 "°' °.'a b°Ba;" t',°; v3 �` �& HR ALUM. AC ORDION SHUTTERS y D2 n•Tomasetti vq a(navf SEe.e Z =N—.Andrew m N N D v£i i m O " n m D .'O Z A O rn O vi Z 1 H- _ Z o C 4 -- r m M 3 rD y r ITT C m O o A <U -r m D Fz x 0 o A A D n z 11:58 FLORIDA $L//LD/Al(i CODE, 2004 THE SEAL APPEA0.IN ON THIS DOCUMENT Wq5 AUTHORIZED BY JOHN W. KNEZEVICH PE 0041961 ON 2 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED &SEALED NI ' HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. z �lr revlslo �' ; i2 "°' °.'a b°Ba;" t',°; �` �& HR ALUM. AC ORDION SHUTTERS o �� ` ya n•Tomasetti vq a(navf SEe.e =N—.Andrew CT 1i GO—The�TOroup.com yO� 'li. Sw[e 450 • f[ Uu(Ierdale FL 33301 a n��� faz (954) 522-3691 • COA a 7519 — /.. 40o tVesr blrNab Ruad • xn LruJa,da/._ Fc a,rno .Copyright D 2005 Thormm,= oTa.ern rr„ n lnr v b JAH 1—d- Pi��i in rormat,on: P \FL1\Projects\KK5578.00\Drawings\Rt-sub\05-578-02.dwg MC—w 12/19,/2005 12: 21: 50pm FLORIDA BU/LD/NG C �[Filln �. O 7 o f no date Tcn I�i�i t Ti �;I2nlo Ico I I 0 a rl! �om, O r � ^ � T S N N n A m 2r[� Z �3i ,r In oA� to ja a`S T D !T C N I t-oo I FLORIDA BU/LD/NG C �[Filln �. O 7 o f no date Tcn I�i�i t Ti �;I2nlo Ico I I 0 a rl! I� r 0 " rn 2 D r 1 T S N N n O m " J P 12/19/05 11; 58 2.943" o .875" .967" o O W �O .p ti N � O C " O . " m n Vi I o m T FD m 1.193" rn F a rl! ➢ r �^ m D r rn 2 D r 1 T S N N n O m " J P _ I A T N > ➢ !T C rn F a rl! ➢ r �^ m C. D t-oo > m �1 /0 �1 C.7 " THE SEAL APPEARIN ! `L 12/19/2005. THIS D ON THIS DOCUMENT WAS AUTH ES NOT CONSTITUTE AN ELECTR, HARD COPIES 7p - APPROPRIATE AGENCY WILL FOLI ALUM. AC ORDION SHUTTERS _e.. r _ 1 4 Divuivn a/'.A8 Supp/y Cu. lec ay • 16/1 W WcNab Rudd • eon Lalderda/e. FL m � o J O O i0 J 9 O 0 c �—`F- N N N " O O ZED BY JOHN W. KNEZEVICH PE 0041961 ON .. SIGNATURE; ORIGINAL, SI(;NED & SEALED Thornton•Tomasetti !. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 954) 522.3690 • Fax (954) 522-3691 . COA a 7519 w \FI I`,P-jects\KK 5578.00\Orow,gs\RI-sub \05-578-03.dwq MCantu 12/1 j AW d ON O I mIgt s ^ Ifi O n D � m n.m W >X em r r m ICo P D r 1;K X p N I A3 T n N m W W r W T a "p r T m N _LINT X o 0 2 £ N N m C 0.200 w _ IN O W P V) j O lSTITUTE AN ELECTRONIC E AGENCY WILL FOLLOW. �Nn C A D 2 a N O O o Thornton•Tomasetti ,yup TT,I. . Andrews Ave Sults 450 • FC Lauded FvL 33301 (954) 521-3690. Fax /9 i41 iJJ.il.91 . t' a 2K ti -OR/DA BU/LD/NG CODE, 2004 I 2 1 VI on r Z11 go 1 11 O no 0 rDz ILII iroi s�vq n[.+ov[nsfn�v n9 '� I CA o D m T r � T I o V AW d ^ H m n m0 O I mIgt s ^ Ifi O n D .Z mm n.m W >X m O D � _^ A � rn N �m N 7�. m 02Z m m AN e I HR ALUM. 12:22: 00pm 12/19/05 11:58 r1 S O ;E N rn 1 I£C N P ^ ice„ Z l x > p >0 3 W Q ON N � O m of N {xm VARIES (8•' MIN.) 9 o ---J1N 6101, ? N o �i °C -q o N V1 D y P N y G P NZ C A N m a E N D < o "tZ O m y o 2 Z u1 m< Vm m0 LAm A I m M, AW d N o SPPr ^ Ifi D AN mx x m m S, D��C = z m N N x m O D � _^ A _ •A � N IV Ir N 02Z 3 a 0 r T ZZZ Wim£ N _LINT !Am 2x ZA 0 2 £ N N m �I _ 20 .2 1�pa BY )OHN W. KNEZEVICH, PE 0041961 ON lSTITUTE AN ELECTRONIC E AGENCY WILL FOLLOW. SIGNATURE; ORIGINAL, SIGNED SEALED SHUTTERSJIM Thornton•Tomasetti ,yup TT,I. . Andrews Ave Sults 450 • FC Lauded FvL 33301 (954) 521-3690. Fax /9 i41 iJJ.il.91 . t' a 2K ti -OR/DA BU/LD/NG CODE, 2004 C.1 2 1 VI on G 9 Z11 go 1 11 O no date b descf. ILII iroi s�vq n[.+ov[nsfn�v n9 '� CA I HR ALUM. 12:22: 00pm 12/19/05 11:58 r1 S O ;E N rn 1 I£C N P ^ ice„ Z l x > p >0 3 W Q ON N � O m of N {xm VARIES (8•' MIN.) 9 o ---J1N 6101, ? N o �i °C -q o N V1 D y P N y G P NZ C A N m a E N D < o "tZ O m y o 2 Z u1 m< Vm m0 LAm A I m M, '• 4 nh,bb a ,f 4ftr wppty C, Fns— J00 Iv-, WVab Read • La,WeMnle. FL 33309 i�z - SPPr n C D96Z D AN mx x m m S, D��C = z m N N x m O D � _^ A Nm oAm£ Nto m � m N 02Z Z ON r yA2x m A Y— XZ...mo�NyN 0 T ITyZAy'o ins ZZZ Wim£ OOy p{OIC _LINT r Ay 9 m V 3 m 2x ZA 0 2 £ '• 4 nh,bb a ,f 4ftr wppty C, Fns— J00 Iv-, WVab Read • La,WeMnle. FL 33309 i�z - - O CA D ym C m O D � _^ A O P m Nto m � m N n 4 p p O N I Z S O O Pa Ya mm Q $Z 50 •+m �N ON� 20 .2 �CUMENT WAS AUTHORIZED BY )OHN W. KNEZEVICH, PE 0041961 ON lSTITUTE AN ELECTRONIC E AGENCY WILL FOLLOW. SIGNATURE; ORIGINAL, SIGNED SEALED SHUTTERSJIM Thornton•Tomasetti ,yup TT,I. . Andrews Ave Sults 450 • FC Lauded FvL 33301 (954) 521-3690. Fax /9 i41 iJJ.il.91 . t' a '• 4 nh,bb a ,f 4ftr wppty C, Fns— J00 Iv-, WVab Read • La,WeMnle. FL 33309 u••.I .nMw Rw iron P.\fU\P.ojecls\KK5578.00\Drawings\Rt-sub\05-578-04.dwg MCanlu 12/19/2005 12:22:10pm 12/19/05 11:58 FLORIDA BU/LD/NG CODE. 2004 O .no data h deacri tion MIN. P �Aw N LA r= �r <% M DT x nD ti < j Nti ac am-+ > mmd� D� x LlZ cl Fn Cox =ox z 3zu o �� y�wx �0em y Z CZ yZx : N D DC Ny mm mA u x yr3C� im ^! nA(a- OT7:=Mn yDAutrn DCm mm Vv A ymx c 1S3{DO W {N.Ir,d ODP= <r0o v mm VIU UNCW 9D 30m!,m o ❑mA 0 m A A ° CZ 3 ' I u3i 'oa/JI0 T1_ D NWZi'" Vt 3 r r O M 30m� ALJn< 2 N V =( AMC, m C9A3V y r r Z m'� 0y. "a W O *,- yD "AC mZ N2 \ O W n 9° N-0 Ar rn w N = yl o� ��rO a IA Ut Z O ' 1 mN r]p Aw 3Di£x o Cm( 1Zy M y ?" ><T y Am 'mN mN NVA =D mma� 'OAm D l 9 A y r OA 3 w A m � 3,m VI y D- OO9 D z_ Vlm u+ �\\ yN! zm n A D rm Drn nA D W 3 mmm <O m mN <N 3 D C <� 3 yrj 0 DA e U < BVI 0 O F A 0 U 0 Z AO0 DM A C NC v o mI13`^x m3 Omm\ AN mN mmc N N �m-+3 0 P G y Dw� y - FLORIDA BU/LD/NG CODE. 2004 O .no data h deacri tion MIN. LA r= �r <% M DT x nD Nti ac AVrn� D6w D� x LlZ cl Fn Cox =ox z 3zu y Z CZ yZx : N D DC Ny mm mA u x yr3C� OT7:=Mn yDAutrn DCm mm Vv A ZZ ODP= <r0o v mm VIU 30m!,m o ❑mA FLORIDA BU/LD/NG CODE. 2004 O .no data h deacri tion HR ALUM. (!ACCORDION SHUTTERS 1 Oh•i.inn �l 1R[.Sunnly Cn, lna ZED BY JOHN W. KNEZEVICH, PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton-Tomasetti : _•c>up MIN. LA r= �r <% M DT x nD Nti 1• 08 A� D� x LlZ cl mVly^C Ny mm mA OT7:=Mn yDAutrn Dmo Vv A ODP= mDm I{Z VIU 30m!,m o ❑mA 0 m A A ° T1_ D NWZi'" Vt 3 r r O M 30m� VI Z� nn� 2 N V =( AMC, m C9A3V y r r Z m'� 0y. "a W O yD "AC mZ N2 \ O W n T rO mIm Ar rn w N = yl a IA Ut Z O ' u n 3Di£x o Cm( 1Zy M y ZO CA( 3( LA0 'OAm D l 9 A y r OA 3 w r Vin 0 0 o W 3 3 Z W F � m i Z NC v o 00 mN mmc 0 P G y - m ° X rr C 03 O D Tr L) ,b D. 1 r V O O W y 3 D In h D2 TZZmOW Z O MA D (Py DOD WOAD r1 N(A m m O m M. VIA rn m C3Zm-1 m_ L10 z C A D V1 (AM 0C VtD { N V ANO OIm y I � y W n CD D utW ! AIM CC Vtr A. ymAOrn Q I O VI T Z Z D 0 C3ATDZ nD F --N C A Tm mOT mz' U A r A 00 I VI A O n -- O rQ3�Am3rg1 z cl (Am 3Z :>1 o. C., 3OlD3 mn ANN> ul <OC. ' EiA nDm Orn ml/Iv OZm rnxt D,a ' m�3 = A<A m :LZIw OO�nD IA >-70 D <Imy riA\r I ISw MX - - <oo nmi.-'z x c 0 OZ CrBZ oDI�o y N m v n m M a ' 0 w C0 .£ �Z 3 Z m a M HR ALUM. (!ACCORDION SHUTTERS 1 Oh•i.inn �l 1R[.Sunnly Cn, lna ZED BY JOHN W. KNEZEVICH, PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton-Tomasetti : _•c>up LA r= �r m X W J V c Z z - [_ cl mVly^C 0 r OT7:=Mn yDAutrn D Ln I ODP= O In A o v v 30m!,m o ❑mA ^ 3 y D nl DC yZ... N T1_ D NWZi'" Vt 3 r r O M 30m� 2 N V =( AMC, m C9A3V y r r Z m'� 0y. "a W O yD "AC mZ N2 \ O W n T rO Ar rn w N = yl a IA Ut Z <S C" o 3Di£x o Cm( 1Zy M y ZO CA( 3( A \ 'OAm D l 9 A y r OA 3 w H -001. D� W 3 3 Z W ao m i HR ALUM. (!ACCORDION SHUTTERS 1 Oh•i.inn �l 1R[.Sunnly Cn, lna ZED BY JOHN W. KNEZEVICH, PE 0041961 ON _ SIGNATURE; ORIGINAL, SIGNED & SEALED Thornton-Tomasetti : _•c>up Print Information: P:\FLI -sub\05-578-05.dwg MContu 12/19/ 005 12:22:19pm 12/19/05 11:59 > — mw DF AnI X re) zlOscr -' V1D a,,x nam- J rmu/x Onr -<"' Nn I par-) 8 y� Z a c1lI Z -31r j Dm °nZ O D-T�zo mmx O a N[y F 1 -D ZA D \ nFo z>o, i1 c7P 8 :y OLl Dmp3r z'^ Ar D�?A �O VOCm�c oN S -Da y3 a� nP' m m D mn3'7 :or D m Z D O n H 3 Z spy EMBED. n oozy P7i A- EDGE 'v m m a m°off^F I m 2-1/2" >a <O Loam { y m 01ST, ca I I I m - � m � �• \\, III D '1^m j1 _ d CC �V�p`` :`` N �l C X Z SDocZSCmA - o to P _ ^I o 17tn2 mnrml Om y m apA-DriOmD� �m _ L1 3'.MA x. I O SAA, 0, cZl 0 DN ZT3 n� > Z 'F" --� o AZO DZ y O-1Z-iDyQ W Cm2 Z p°D-x0 2m DD'^n� A ZyZm _ pyj MAX. SHUTTER vnmus -m DCi` DCr 3-mm0 n mom zvnrma _aX LENGTH SEE ^m„n x oo -o o -°DZ y a A a02mn ym ACCORDION SHUTTER ❑AZ z- mm3 m"'3 zlArz-,-, [ f,. a D^mAa {t[i1z SPAN SCHEDULE. z[mzz n AyID �!M AX, SHUTTER py> v032 m c1ZomZ -o2aTABIEi C°LENTHSEE —°x L1£Dam ALI-Zm Z3 [Ct mim' mZXD Dmnf� L'1'o a p {CnC OROION SHUTTER (cp _ 3u>tmm z 0>2 m 9-O SPAN SCHEDULE, a -a O ODg 3n -Z3 TABLE 1 "23 I D am z2"z xn DF am,�z az 2no: - ct£D X 20 rmp% za D0x-1 ax w nam- O O- N Bye Lor, pmn2 O >V1 pN ° a2 li -D SL1 n Z� -A mta i. z3 as g�e- Dr Qe 03 Oa OLZ1 rn NO v 11 oN iD yZ rn DO V iP OL1 na jm - > ao3`B� a'A 4 >��m - D �O ��ti Ar ! m ~ m Z fin' A S /� Z ma Prig aD m£ m 1 O 2a z Zq 0 �cW�N vo m m o °pso: oA �o EMBED. {� npOvo rnD(1 rNx voma N 0 p A g o\ m EMBED. I- C O 1^ EMBED. !O m r O m>a^'. m 3AN m 19 N O -3A� ` \ Z \ / .1 O I�DnmmO D G'1 FCi - rn 1 2ZOL1rZlZsl Z.. w1 ^O;Snn \�t��_ I �f ytn?' mn0 am N n m rOm" yr)j Q. O OAFyO DZ m 0 � O 20m Zr1� �.^ I \ n -O �Z Or m a ti m y D Zm32 a W TI Im O O y_Z-1 DD i p r 2 j m £M I Z a°> -XSl 2m Q DCr DF Om Zpom --n po> MAX. SHUTTER z D c z z X` LENGTH. SEE �zr032 D_r -m --p 2a mw rn 1)nm -H _J Oa D'-xp Im3 mm3 vmm� �.^I IO my a D >,m mp -y(,M ACCORDION SHUTTER H zrnam r� py> MAX SHUTTER pix Zmmp Npo� ° A�amZ �23 SPANSCHEDULE,DULE, m m Zvn mA ax _LENGTH, SEE dam OAZyZy�� n r2m m a D ODImn rm ACCORDION SHUTTER <c TI L1�2rti.Z0� !f. DDmrma3 Lzl� ° >"o o v -!a SPAN SCHEDULE. Aja t"m� 03OZZ I 3-o>O z A 2 AGZ�m2 _IIS TABLE t z3 ADO y.{n Z-7122 m'rrn�� Z L1 9 772 D A I,. womn 2 n --Dn N -D >Dmm_i L1I'0 z n om°' y Vnmr U032 an m" anmN 3-m a Z 32 mF m D2mn G1 zx XI >Sm/� >2m^ O O>2 >am QO nmma ZX7] nmmp nmm Z=nz X71 yO-',..,' 0712 oa OA2 OA2 mm2 ZCm ZCm2 v03 = DO y Zm ar Zm Ltr Zmf1 n£Dom Irl, c, ml mr- mm� mm7 ZXA m n m Ar m m m Oy OD�i a0 ODyZy ODy�y. f1 A 3n EDGE oN EDGE X:c 3"3 ar n m m xA DIST. DIST. XI XA Xprri�S EDGE ON C t J m O 3 DIST, 7� DIST.I am> r -T O 3 - \ V y^ AlaTr>� mmn Cam C, m --AN ry 1 m nfl D tiZ Dnm Tm� x CRL1 X n2 mn ti -m am> m W C y OAZ _ ((��VnmN X '71zj Z z 61r ZeZil O I "'�mmp Cy Z `mmi 'Ag ZG;o, ',,,XAm '/mT - o>� crzrmr�1cL) �i p Az Fn :E0Z mm7rn PAF O n 32 DCr O >Cr ODg oNZ -o\ -o £�� £a' Z x myi3 �.. m"3 3n 1>S; O l>nO r'a O do ID z D r MAX. SHUTTER 1I77 > Dam =m 2m a n a 3 a, LENGTH, SEE l -ox xm my3 I my 33 71g <ci ACCORDION SHUTTER <C max MAX. SHUTTER fox a 2 -am -p LENGTH SEE 20 SPAN SCHEDULE, '0=a ym ym pr'Z 3 TA LE 1 3 <1 v ACCORDION SHUTTER <N p y- m „• �2a SPAN SCHEDULE, P=a a3a 3 TABLE 1 Z �' a jR � 2 GI : y std Iz z THE SEAL APPEA LNG ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH, PE 0041961 ON FLORIDA BUILDING CODE. 2004 _ g 1211912005. TH DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIESTO THE APPROPRIATE AGENCY WILL FOLLOW. I revisions y ` 8jg HR ALUM ACCORDION SHUTTERS m p _ X01 tlate bri deacri tion ? n •t ^(yam - Thornton-Tomasetti ,s roup 'aE "a�' f 0" i nj .p 330 N. Antlrews ave., Suite 450 • Ft. Lu derd I FL 33301 (n } ',� Tel. (954) 5Websit0 • Fax (9541 522.3691 • COA 4 7519 �I _ �✓f galea lnc. website: www.TheTTGmup.com (� - p'•. .Inn /A8CSpp/y Gs, A. o _ u ICopyriqht a 2005 Thornton-Tomasettl Group Inc. J00 I4r,l �N \ 6R Furt Laaderda7e. F1 33309 -:611611:0-5319 •Fax: (9S4) 970.7:05 Print mrormation: P:\FLI\Projects\KK5578.00\Drawings\Rt-sub\05-578-O6.dwg MContu 12/19'/2005 12:22:29pm O ' N T n r DO � r 0 a CZm Wm 4 OArX O yDON A Z0� �mO OLz V4^'zn rD£<z mo £m m00 DOm z 0 I A N O onm�w n2 M n Cn -c 'z M,n K. HU ITER m�l LENG�f EF—" mma d HUT pZ2 SPAN SCHOEDS TAB ERI 3 SCHEID TABLE 1 Dom x A O 00m0 n nmm0 �� aAz 0 MAN G1 mma d TH, S7E—_.. ACCORDION SHUTTER AzZ SPAN SCHEID TABLE 1 3r S O DOm XA Ix 11 D �r PAN SCHEDULE, TABLE i y2 L1 a Z� oz Il ti _N m° N m t, z 0 L 2 Nm m F D E O r D 0 C > D z F xwws Im rmm m In DLCO o O Z � Pm Om A ^ pm _3R DO 90e� m3_ - t_I tiA zz OLl n O�m D Im '� r^ `^ n'm �� mn � N rm£- 1_ ..._. Om -z _ 0 mn0 A N p I .<z EA z ~ r T O D m z2 O m� m O Nra myN A m 2 _~ TP D ODN OTA Oc � m 7I m O m a � z A A O ON Or OD AN A 00 or OD AN A FLORIDA BUILDING CODE, 2004 r•vIs'i•n s 10 Q c of date b dascri tion n i w„ o, M ar�i m o b ` � I G ��- ~. meq' •y.\ � � A Oh,nu:n 100 H',.st:VlttVub Ru a� Im S mm� n D yr AO T D r N G1 ^' O ~ m m 3 PENETR. " T" m Q I Az �m Zm NA LENGTH SEE O X CORDION SHUTTER D X y PAN SCHEDULE, TABLE i SNA -2 a -'! Il N mn OC 3 L 2 W Q C C > D z F J 1 o m C 90e� zDDn0 Z N C Wx ,) m r rn rm£- 1_ ..._. Om -z _ pmoi no £24 nc' rn z0z9-tn A� rn m z2 O m� m O Nra _~ TP D ODN OTA Oc � 0r �O 9 A � O C) O m Z D N -i z O A O ON Or OD AN A 00 or OD AN A FLORIDA BUILDING CODE, 2004 r•vIs'i•n s 10 Q c of date b dascri tion n i w„ o, M ar�i m o b ` � I G ��- ~. meq' •y.\ � � A Oh,nu:n 100 H',.st:VlttVub Ru a� Im S mm� N --i O n m D C N m N O N Z 3 0 0 z a —1 o H m N O T B NE uq 02/09/06 09:183 MAX. SHUTTER LENGTH.SEE CORDION SHUTTER TABLE 1 -IrnmEOz�E�D' >Z X, r�ym AXmSm S -ter DX AX (AmOpaorn293r m.=y CNy N OOyL Om'O-Ix zz 30z CDCNr�O,Om\ rT XAO mNmn•mm oOmm , A£ r ? O "X rnm=cDi£°' = Oy0 OAyO2yz O ZCm!�AA3n=w .Zm7 rnNZ D .CAAt /II X�AO i2Ema xm N A W C D yr AO 3m D G1 ^' C < m 'O nr, £ 3 PENETR. " T" MAX. SHUTTER I CC LENGTH SEE O X CORDION SHUTTER D X y PAN SCHEDULE, TABLE i SNA -2 a -'! Il N mn OC 3 L 2 W Q C C > D z F J 1 o m zDDn0 Z N C Wx ,) m r mCME; m 0 y, O X A 0 -, ',N O mx pmoi no £24 r D DC ~ z0z9-tn A� CN m z2 O m� m O Nra ODN OTA Oc C Zn D Z O m Z D N -i z O C N3 Om OCZ 2X �rn m ti Z iE GIT m CNnti :c Z N�'7C2 n :. D 3 N N --i O n m D C N m N O N Z 3 0 0 z a —1 o H m N O T B NE uq 02/09/06 09:183 MAX. SHUTTER LENGTH.SEE CORDION SHUTTER TABLE 1 -IrnmEOz�E�D' >Z X, r�ym AXmSm S -ter DX AX (AmOpaorn293r m.=y CNy N OOyL Om'O-Ix zz 30z CDCNr�O,Om\ rT XAO mNmn•mm oOmm , A£ r ? O "X rnm=cDi£°' = Oy0 OAyO2yz O ZCm!�AA3n=w .Zm7 rnNZ D .CAAt /II X�AO i2Ema xm N A W C mm Nm mD � 3m D THREADED pZ 2 3 PENETR. " T" MAX. SHUTTER lD mOAv DX LENGTH SEE O X CORDION SHUTTER c m PAN SCHEDULE, TABLE i SNA -2 a -'! Il :2 mn OC z E SEAL APPEARINC ON THIS DOCUMENT WAS /RD COPIES TO O APPROPRIIATE . THIS AS OT ICENCY WITUTE AN L HR ALUM. =)RDION SHUTTERS c,. I.. MAX. SHUTTER TABLE 1 W. KNEZEVICH, PE 0041961 ON ORIGINAL, SIGNED & SEALED )n-Tomasettl �inouv mm Nm mD � 3m 'x 'n O D pZ CN yZ EDGE DISTANCE m{ApZ l yD2=A v�c Dm lD mOAv DX m0 o g,;,O Nrn ' rppNm-iX mA22n £ o � AN A N S m �.2 Ofm"m "-; DGzt n1 D CN yOmz rm �• CO z�my z czi z A z M O = m -'! mn OC E SEAL APPEARINC ON THIS DOCUMENT WAS /RD COPIES TO O APPROPRIIATE . THIS AS OT ICENCY WITUTE AN L HR ALUM. =)RDION SHUTTERS c,. I.. MAX. SHUTTER TABLE 1 W. KNEZEVICH, PE 0041961 ON ORIGINAL, SIGNED & SEALED )n-Tomasettl �inouv CONCRETE EXIST.STRUC. 1� jl revisions' BrHR ALUM SHUTTERS f 1 1�Thorntontl Qg 7 Zo- : D QnNmOs 7 S Em o m 3. ! EAOL = `=VQ �E z n 2 r 9 z n S ME31 Tt Webete:www.TheTTGmup— JD! un 'ABCSupplY Ca. Inc e ' '.� zy Noes, j 2z� o -Zzm -mzy mE_ xnm x mEn oEE g£nNmzo xz u•zo� n z ; y m o. zxp s mem m� x E cm= = z m - mP V r ti _ % < < P N £ 0 a - Ia lal Iolalair. 3 A I a I s - gig- cA m 2 I m a - a:a 5 m as a n m ^ m s ^ 0 mm a ala m x e Z m 4= O Z a z ala - C.- - g - a j5- .Ia N' �� I a,� Wla <,< Wj<I-- v n i�itl iia WjW Aja �� I=I� �I_., a�� �I _ g ��mi iia <I _ 7Z r cm a: m a! a a 'alai ajm pial Ia =_=j-!aja - - m m - - - Im -' �a� !-I���T�- - - - - - v m m 'W� A gZ b . - o, �je. Im al z2cz � ss C a o, �,, g �-r- la 'I Rig �- ja - -1 j ia- l ff . I e_o Zig czi <I < a <jI I 1,ArnIvis 1 N x P II m -- _ Ne v E n !� 1� jl revisions' BrHR ALUM SHUTTERS f 1 1�Thorntontl ACCORDION no date y de9gri an M aTomasetts JltO Ir^ ,�I Ol - Y C 330 N. Andre 'A"6'Suite 450 • Fc Lauderdale FL 33301 Tel. (954) 522-3690 - Fax (954) 522-3691 - COA 4 7519 %�I Webete:www.TheTTGmup— JD! un 'ABCSupplY Ca. Inc e ' '.� __ �,W- lDll Yv rMcNa6 Ra F'un LauJerdale, FL JJ309 Gyrignt ® 2005 Thornton-Tomasettl Group, Inc. o : `�-�, ' Phnne: lY6612_D :f019 F—.(9511070.7 5 ___gp - - - - - - - P N £ m s ^ 0 a a: - - - - -- m I czi x P II E n -17 m poo N D O !� 1� jl revisions' BrHR ALUM SHUTTERS f 1 1�Thorntontl ACCORDION no date y de9gri an M aTomasetts JltO Ir^ ,�I Ol - Y C 330 N. Andre 'A"6'Suite 450 • Fc Lauderdale FL 33301 Tel. (954) 522-3690 - Fax (954) 522-3691 - COA 4 7519 %�I Webete:www.TheTTGmup— JD! un 'ABCSupplY Ca. Inc e ' '.� __ �,W- lDll Yv rMcNa6 Ra F'un LauJerdale, FL JJ309 Gyrignt ® 2005 Thornton-Tomasettl Group, Inc. o : `�-�, ' Phnne: lY6612_D :f019 F—.(9511070.7 5 ___gp Pnnl :,d ormalon P-\FLI\P,ojects\KK5578.00\Drawings\Pt-sub\05-578-08.dwg MCuntu 12/19/2005 12: 22: 50pm 12/19/05 12:04 Z �� _ ut s'mD� rn m h- > z e 1111 D^O ACCORDION SHUTTERSI Thornton•Tomasetti GIVU 330 N. Andrews Ave. Suite 450 • Ft. Lauderdale FL 33301 s e&a- Tel.(954)5 Website -www�TherTCmup.com Oa x7519 OZ V C2Dmm ZADm NN nz z eiol=�ti o otim x0 r,� ADh 409W t uo ABCSupply Cn, Inc • F-Lvud-d k,FL 33309 Copyright m 2005 ThomtOn-T—setti Group, Inc. � a Dm D ^ a o 0 D NAC y C, O n ^ Z O Z m n D" z� oz`A0N ��GDjJ1 i m 3°3 m 3 m < n Z sm m Nrn <� 0 ' mO�p _ m ^ O QO y D y mZ r n l JNI/, = p a n^• Z� O Am� .\`YYI C2U' OA 0 A cm, A ?n Z n O ® m - 00000.��..a000:000©000000©©. 00000IN &I m0\1 11411000©0000\\\00 °mN o? A c° O m o A m a O Z NO A D = m o � T Z C D O A 12/19/05 12:04 Z �� _ ut s'mD� rn m h- > z e 1111 m�3 s9 LvmiEE fo9Z� °v v,D-yz°v O ACCORDION SHUTTERSI Thornton•Tomasetti GIVU 330 N. Andrews Ave. Suite 450 • Ft. Lauderdale FL 33301 s e&a- Tel.(954)5 Website -www�TherTCmup.com Oa x7519 OZ V C2Dmm ZADm NN mCZ ym Q 9 eiol=�ti o otim x0 r,� ADh 409W t uo ABCSupply Cn, Inc • F-Lvud-d k,FL 33309 Copyright m 2005 ThomtOn-T—setti Group, Inc. � a yob AnZ ^ 0- 0 D NAC y C, O n ^ Z m ;z�Ao oz`A0N Z n 3°3 m 3 m < n Z sm m z z z D ® m ^ O QO y D y Z5 !2 = p 2 Z O Z .\`YYI Am, ►111.11-� �m00a 0000®000O0m�00®000a®���� AOO�a.�o�©0008000®0��000 12/19/05 12:04 AX VX m pr1Z N N m L7 z 9o1 m tars ti I m ti J �Ox ti N ees D A A Z m N0 OR O O N y =Sw m m� T N r p D ° o zA A A DSS -as .;,....•,.e FLORIDA BU/LD/NG CODE, 2004 Woad EXIST. STRUG Ir �� _ ut s'mD� rn m h- > z e 1111 m�3 s9 LvmiEE fo9Z� °v v,D-yz°v O ACCORDION SHUTTERSI Thornton•Tomasetti GIVU 330 N. Andrews Ave. Suite 450 • Ft. Lauderdale FL 33301 s e&a- Tel.(954)5 Website -www�TherTCmup.com Oa x7519 Dmsn DDo1^=� C2Dmm ZADm NN z z£ c v s eiol=�ti o otim x0 r,� ADh 409W t uo ABCSupply Cn, Inc • F-Lvud-d k,FL 33309 Copyright m 2005 ThomtOn-T—setti Group, Inc. LQ NIP�� T. ala: o a: L as T _ a r5m Z5 !2 = �.��►�'�O�i11Yi1Y����� .\`YYI ►111.11-� �m00a 0000®000O0m�00®000a®���� AOO�a.�o�©0008000®0��000 ©0000 00000 - 00000.��..a000:000©000000©©. 00000IN &I m0\1 11411000©0000\\\00 - - • a` - m0 �000a00� a 0 o w . , ,0�� AX VX m pr1Z N N m L7 z 9o1 m tars ti I m ti J �Ox ti N ees D A A Z m N0 OR O O N y =Sw m m� T N r p D ° o zA A A DSS -as .;,....•,.e FLORIDA BU/LD/NG CODE, 2004 Woad EXIST. STRUG Ir �� _ ut s'mD� rn m h- > z e 111111111 m�3 s9 LvmiEE fo9Z� °v v,D-yz°v O ACCORDION SHUTTERSI Thornton•Tomasetti GIVU 330 N. Andrews Ave. Suite 450 • Ft. Lauderdale FL 33301 s e&a- Tel.(954)5 Website -www�TherTCmup.com Oa x7519 Dmsn DDo1^=� C2Dmm ZADm NN z z£ c v s eiol=�ti o otim x0 r,� ADh 409W t uo ABCSupply Cn, Inc • F-Lvud-d k,FL 33309 Copyright m 2005 ThomtOn-T—setti Group, Inc. LQ NIP�� T. ala: o a: L as T _ a r5m Z5 !2 = W. KNEZEVICH, PE 0041961 ON ORIGINAL, 514 NED & SEALED zi m1�CJ1 0' Ir �� _ J L revisionsy t F ,`� na data b dea rl boy.b_ ^, �g HR ALUM. ACCORDION SHUTTERSI Thornton•Tomasetti GIVU 330 N. Andrews Ave. Suite 450 • Ft. Lauderdale FL 33301 s e&a- Tel.(954)5 Website -www�TherTCmup.com Oa x7519 t '�t '� f o L' �'4 -' g r,� ADh 409W t uo ABCSupply Cn, Inc • F-Lvud-d k,FL 33309 Copyright m 2005 ThomtOn-T—setti Group, Inc. P `,FLI\Pro iects\KK5578.00\Drawing5\RI-sub\05-578-09.awg MC -W 12/30/k005 04: 07: 03pm z o D f m" LlW x C OO9 m N 3m nAD 11 c { U C w A m n 3 N LT D m n e) I m A 1" o m N m O m o y�j DNS tea" mN �Aw r D T 3NN O 3p'^ D� o"e 0 m Zx x vA,,, ZZ nAD rm =c G rmm m ,TA m {AOe In {N3 O A >1 N U A D -3o =r nU 7p 3 O 4 m C mZ DOO A- m3 1002 �N 20 x rn ,n N m"3 O' a- < Z r P D I l 1f \. ooDx Avrr� - m -s C0 x Z O 3 Z u H Z Z " DD C Z x ZDD�m W Ll N „ LA 00 O Z A On n D r m A D Q! M 0 ma m :" ao� nA� :;!c <N3 '00-0 -3a VI 'a DdN L� 03Ox T TOS P N Z N D OA, A cax Zm-t Emn( m W I Z Z .3n03_ A<AOZZ <P D oz P7 Zo rn- 0A ea mrn Cx x 12/19/05 12:04 m m" N r 0 w 2 r " mVI rn OA D� V13DOm A O Z O Nm" C P 2 o r m =C�mv �w ^ " IA r A m -V r AZD£ OTmz AAOO 3 � X3010 -,r-, 1> 3D3 Dm V1 <Z"c? .I 2 iA IDM m 30 om-13� A<A M;, Z> oovl� vIZ� <3Mr -IAW�'1A nom AD S <rnpm Ln Zro1D CAO OD�o. C, BK rtnn Z .o "o>N m2 r0-3, V CI CO E mZy 3 Z m a m X A OD z Tr cl D� cl Z(:,D rD N rn m� IO n C t THE SEAL APPEA NG ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEACH, PE 0041961 ON FLORIDA BUILDING COOS, 2004 c1 G r't 12/19/2005. THI DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. 71�r��n revisions y�g HR ALUM. CCORDION SHUTTERS �^ ! !nal date h eeacri non t� ° Thornton•Tomasetti 6oup mil0 Il° i� , os.�.:,w n. 330 N. Andfews Ave., Suite aS0 • FC Laud tleI FL 33301 CJt 7 � ro iel. (954) 52 .W-:. Fax (9541 522 3 691 . COA N 7519 Wensne: www.TheTTGroup.com - GO _ - a' - a n r aac.r,.Pyiy o. lnc 1110 wvr bfcNab Rn •Fon Za..derJa4. FL 313119 Copyright 0 2005 Thornton-Tomasetn Group, Inc. n 1-1/2" MIN. ZCy !ell m m Ot >T ADm m <A A N z!nn, mSm 00 . AO r VI n mo' z m m" N r 0 w 2 r " mVI rn OA D� V13DOm A O Z O Nm" C P 2 o r m =C�mv �w ^ " IA r A m -V r AZD£ OTmz AAOO 3 � X3010 -,r-, 1> 3D3 Dm V1 <Z"c? .I 2 iA IDM m 30 om-13� A<A M;, Z> oovl� vIZ� <3Mr -IAW�'1A nom AD S <rnpm Ln Zro1D CAO OD�o. C, BK rtnn Z .o "o>N m2 r0-3, V CI CO E mZy 3 Z m a m X A OD z Tr cl D� cl Z(:,D rD N rn m� IO n C t THE SEAL APPEA NG ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEACH, PE 0041961 ON FLORIDA BUILDING COOS, 2004 c1 G r't 12/19/2005. THI DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. 71�r��n revisions y�g HR ALUM. CCORDION SHUTTERS �^ ! !nal date h eeacri non t� ° Thornton•Tomasetti 6oup mil0 Il° i� , os.�.:,w n. 330 N. Andfews Ave., Suite aS0 • FC Laud tleI FL 33301 CJt 7 � ro iel. (954) 52 .W-:. Fax (9541 522 3 691 . COA N 7519 Wensne: www.TheTTGroup.com - GO _ - a' - a n r aac.r,.Pyiy o. lnc 1110 wvr bfcNab Rn •Fon Za..derJa4. FL 313119 Copyright 0 2005 Thornton-Tomasetn Group, Inc. n vnw I„Inrmn nore P' JAI\Pro jact S\KK5578. 00\Drawings\RI -sub \05-578-10. dwg NConlu 12/1 w I Dao II II �_ A0X . NDP N { w II O A C5 1 Or ONA ^ O m N NnTTl N =3 Z m D - w3 ODNm�yO p D= r r0 yn� I rlv OL1 Ar I N D m o N ❑ D ON 0OZZ0< '^'^ ❑N EDGE 1> N m p�GNNo °ON � I . N G I D 0 o N 2NNA y V 9 n m " ❑D=TF1 Z Z �ZCmZ N AL rZm NNA�1 £L1— £L1DDm^� A Dlmn Nx NOIC OO c>Cr ONoD N ❑I N Z -1 m0 D mrnl =m Z AAI C ZCT2 n� A D •� MAX. SHUTTER IABD nE== m nm�Fmn1 �z OX LENGTH. SEE ❑X - n DOA mZ mo 1C 1 ACCORDION SHUTTER jCm wZXA oDnN0 SPAN SCHEDULE. owo - 3ni -Z 3 TABLE 3 '-Z; x°m Z£AX Cz Oz A O ° OZ Nn xO D O3OO y Z'z'z p DG1 { A N 'gym �P73 OL1 > m N D °PSC Ar Z N n N x ❑ D n\ a rn£ m 3❑ ' A B O m �CI om paN ❑ O < A ➢O EHBED I� 3 a- EMBED. �C N OII N3A3 m r o mcl II\\ O M 'IZ =z DnmmO � m m N D-iZCmz _ ❑ ?Z am m o m N=?Za D mmha- H Oa A�ODja m C DZ?p32m �` \ \`DCP 1` V10r NNA ZO AX Z 00DyD0 N❑ =m3 nnm =OtDN LA Z Z mXA my; MAX. SHUTTER p�D Dmmp 0❑O~ POp oylTn' pCX ACCORD ONLENGTHSHUTTER <❑p �aZm ZDp^ ❑ D ,:r p" <NA SPAN SCHEDULE, '0C0 mm@ 03 z Z pn CmA o=3 TABLE 3 _Z' a>Z >LI r Z m Z yy3y D A ONODO nIL1Z Z yom m£ T Z=AZZ x -1oc0 n0;=i D❑ L£DOm 0) ZXA m FLORIDA BUILDING CODE, 2004 revisions N p _ p }! 'LOI d tt3 Iby deacnl cn awa avF sF tYY��r YFYrYrrr cil,?. C'7 i, �3Y Ht C X05 12;23; 12pm II II �_ A0X 72/19/l II O A C5 ➢ G A On t Or ONA ^ O m N NnTTl N =3 N Asm yrn ODNm�yO ❑An Dn 230 o cP'J9N = t N am Ar 'Zr0 z DO ;m A D3�C O� 1> N m p�GNNo °ON nP° m T£ T D V ^all A co 00 m0 EMBED. rO _AOnNO� mAvo £ Illt O £tDrNV1A II II �_ A0X yrDi0D2TR =� zD II O A C5 iZl =ZOOrT❑mmnZ Or ONA ACCORDION SHUTTER SPAN SCHEDULE, NnTTl =3 r=� oom>OmDZ yrn ncLi'im DDmnF1 ❑An £��vt o �pa�NDO XA 00; =m; Z ZD "IZm' m<D MAX. SHUTTER m❑Z 2vnm�+ A0X LENGTH SEE O A C5 2D='Im D^omz Or ONA ACCORDION SHUTTER SPAN SCHEDULE, =3 TABLE 3 ncLi'im DDmnF1 0n ONo DJJZ Z na VX Z=AZ �ppN xd" O P:E>o= �ZXA w cmw S"' °- NA xIn O DNrn co 00 pyZZZDO r 2mD3 ❑D r N n DPY<m n N AN rn Z OO O AO Vlv O A 'a EMBED. r< (Sm v o -I'�C >0 m m I[ ,y N tA tA a \ M £ m r N A �7 DO -00nm I_ O I�Dnt=nmp C �D~ZCm2 H I O?L1 Zlm!�� N NiDmm7 -O m oAyoDZ 7N 9 DmZT3n O Z-> >0 Z ZOZyXA m ma Z ZNNA A m nnm O A ❑y=mrppl � O D"O Az 9 M0,Z DDmm9 ONO D-qi a An C1Da£ m -ZXA EDGE DIST. MAX. SHUTTER 12:05 NNAm 0NC nnm� anmA� DSTn D=mn nmTO nmm0 OAz Cbz ni z L1rZz L1r ZInF mm� mH ODZ ODZ EDGEAZ Aa ;I __ DIST. _]Xoi DOA I X 1Z: { H C V N £O\ 0 r >c' On 3 D =f13 S.rn MAX. SHUTTER LENGTH, SEE D"ID MIA= ACCORDION SHUTTER SPAN yaX Nm SCHEDULE, TABLE 3 9C� a� o :_,_❑ ;ter 8 HR ALUM. CCORDION SHUTTERS a W'�N INS Dl ' .1BC.Vupplp C".' /nc Jap IVnt;WNab Ron • Fart Louderu.k' FL 33309 Z; N < OV O£ ZED BY JOHN W. KNEZ ICH PE 0041961 ON SIGNATURE; ORIGINAL, SIGINED & SEALED Thornton•Tomasetti IOL>P P \FLt\Projects\KK5578.00\Drawings\RI-sub\05-578-I1. dwg MCantu 12/19/2b05 12:23:21pm 12/19/05 12:05 l N<ONrn T m-0 rrnNNAn m2mD O y�,� �2mlf1 im Nm DA�jmN -D.JuI D DX -X - < DF -1 n�0A3 mN C. mOCZjm C. 2 GZ C ZtZts xi �= EDGE DIST. --11-202- v -" �Z Z=m2T O CZ ;m pp rT A0 A� O<� Dx Nm ONp ZZ Z m mAOny W AM, m -N1 A=c 1 n N 202n m E -a AZ C� UmDO 2 I, -, ay OmW rT m1Z mAXA G1�m030 y N rnLl m W < D 2 N r mn N OC y C � AA £IC Q1 IDA rnCti r m D OA ~_ ONZ ti J� 00< r 0 7C -�> Cti O � N y OO � r 0 ZZ EMBED. III �Dm m . r ^'==D MAX. SHUTTER =D Z2. LENGTH, SEE Z x ACCORDION SHUTTER T m A SPAN SCHEDULE. :E Or D; TABLE 3 D; v z mZ m mZ A0 �C C m {O XC {O D Vm mr Vm v z > n y �0 n D321mZrNOrn l0 22 W mrmD-/ r �TDOmrn2mZ O. r 0Ojmlc"'> m W =0 A O DmorO<� zA vim 0 m o*>,OD c.* �pZb OCI,m A 0 t^ r<ro0� 7F �' i0 DOm�D�rn?00� 'I`'. OIm z m n 0 �O amOmOp^12 m r 0ZVINDCNm2 O C m LZl AO Z mm nD�Am Mmmr<30 ',,0 m mD2 mCZA mozE,O,m 11 ',D r A r'oZ 0 3. <m� O *� 3ylnmrDm,�D jm '.m D o mzpm z co N Q ZoX IO 0 m=yZrnmNX Z m Z C W r �3z m» a zZ 1 DC0 nAFM O0 H it m ~zm m =nrnC 0-10 C �C mm r LZ, O DVN r0 m m < mzo c x j EA A .ac X 0 -N D I x -� m A rn- Z 0 O L1 D NZ_ r £ m O 2 A L1 D Z T n /�"1�., D C �C < N .. '� � Tti mm N AZ<m C 2m NA 1 I ON �N D \ o Q 90. Zvz— III Z D m III 0 r �v A 00 A A THE SEAL APPEA NG ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0041961 ON FLORIDA 8U/LD/NG CODE. 2004 Z - 'L 12!19!2005. THI DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED HARD COPIES T ';THE APPROPRIATE AGENCY WILL FOLLOW. { z IL-- revisions rn D A�g HR ALUM CCORDION SHUTTERS O o Inm date b descn ban .{ Thornton-Tomasettl cel y� �i _ I .� 330N. Andrews Ave., Suite 450- R Laude tl I FL 33301 Tel. (954) 522-3690 •Fax (954)) 522-3691 . CCA M 7579 U-lj - - h�• d'Q USTBIE&� Website: WWW.rhetTGmup.com p] - ,p • . A B .n r .1 BC.tupply Ga, 1.. 100 w<xr,N V h Rua' Furr Laud,,d4l. FL Ji3B9 Co n h[ 37 2005 Thornton•Tomase[[I Grou ,Inc. _,t 'hone: Ahhl -.0 019 • Fus: 931) 97B-7703 NON f05 G gQ OOT ON .o •oma �.0 �N wF � in -+� Opp a i I P,mt Information: P:\FL1\Projects\KK5578.00\Drawings\RI-sub\05-578-13.dwg MCantu 12/19f2005 12: 23: 41 pm Dn v- H 9 OZ D r m °Ix AN AN �' ', = ';A�g + ,► � X 01ti - $� ' < HR ALUM. ACCORDION SHUTTERS v `v ThorntonnTomasetti (�n)up 330 N. Andrews Ave., Sune 450 • Ft, Lauderdale, FL 33301 Tel. (954) 322. 690 Fax (954) 522.3691 . COA q 7519 IN tales, n+c Wehsite: www.7heTTGroup.com 1 AD ,-ron ay k, Co yrl ht to 2005 Thornton-Tomasettl Group, lnc. i00 War Rom . F".. (954) 9 r F1 33309 PM1nne: X66 220•0f9 • F'a<: 95!)9'0. 770S vn Z >Cz �QI�•• � I N ^O n K OZ 4mti0 O Omm .Iti O. Om mn N W O O K z'9 D A r N NSCO z ° �� VAC NN ~O 9 Z n � T ,D a pz L ° OD- A o 0 D z�< C A � D ~ m N f P P <m T N O o m o II yzy a NN ^ ➢-= z o z a a Pmm APN r�11 N V z Oa Q A _ r m ApPJ m ?n <mZ1 Zn og ° mm �mcD P A �ZN O m A D U m - T m Z C D O A in FLORIDA BUILDING CODE, 2004 N Z EXIST. STRUC AN AN �' ', = ';A�g + ,► � X 01ti - $� ' < HR ALUM. ACCORDION SHUTTERS v `v ThorntonnTomasetti (�n)up 330 N. Andrews Ave., Sune 450 • Ft, Lauderdale, FL 33301 Tel. (954) 322. 690 Fax (954) 522.3691 . COA q 7519 IN tales, n+c Wehsite: www.7heTTGroup.com 1 AD ,-ron ay k, Co yrl ht to 2005 Thornton-Tomasettl Group, lnc. i00 War Rom . F".. (954) 9 r F1 33309 PM1nne: X66 220•0f9 • F'a<: 95!)9'0. 770S n0 nate .h deepri tion * ryma � >Cz �QI�•• � I N ��rn K OZ 4mti0 O Omm C W N O A sTs N W O ODZ D A / NSCO N O 0 r D �� VAC NN ~O 9 Z n � T 3 n A o 0 ^ 3 O 2�� m O N z A. VI f P P rillm r1 o m o II yzy a A Z z o z a a Pmm Oo N Z - L ; N r�11 N V z j a o; • a o FLORIDA BUILDING CODE, 2004 THE5EAL 12/19/201 12/19/05 12:08 WOOD <x <x EXIST. STRUC AN AN �' ', = ';A�g + ,► � X 01ti - $� ' < HR ALUM. ACCORDION SHUTTERS v `v ThorntonnTomasetti (�n)up 330 N. Andrews Ave., Sune 450 • Ft, Lauderdale, FL 33301 Tel. (954) 322. 690 Fax (954) 522.3691 . COA q 7519 IN tales, n+c Wehsite: www.7heTTGroup.com 1 AD ,-ron ay k, Co yrl ht to 2005 Thornton-Tomasettl Group, lnc. i00 War Rom . F".. (954) 9 r F1 33309 PM1nne: X66 220•0f9 • F'a<: 95!)9'0. 770S n0 nate .h deepri tion * ryma � �° �QI�•• � I N Evsm�s K OZ 4mti0 O Omm C W N O A sTs N W O DO Nr Nrn A amj= Zprrm.ZDH .� r D m O A D O A THE5EAL 12/19/201 12/19/05 12:08 WOOD z EXIST. STRUC revisions �' ', = ';A�g + ,► � X 01ti - $� ' < HR ALUM. ACCORDION SHUTTERS v `v ThorntonnTomasetti (�n)up 330 N. Andrews Ave., Sune 450 • Ft, Lauderdale, FL 33301 Tel. (954) 322. 690 Fax (954) 522.3691 . COA q 7519 IN tales, n+c Wehsite: www.7heTTGroup.com 1 AD ,-ron ay k, Co yrl ht to 2005 Thornton-Tomasettl Group, lnc. i00 War Rom . F".. (954) 9 r F1 33309 PM1nne: X66 220•0f9 • F'a<: 95!)9'0. 770S n0 nate .h deepri tion * ryma � �° �QI�•• � I Z Z Evsm�s DmZE ice" 2 0 =N' O OZ 4mti0 O Omm O sTs mN3� �m�UCi D>DyZD Q _ amj= Zprrm.ZDH .� Z o 0 o. N m w N W N N W p N D m£ ;H X A. VI f P P rillm r1 mJ II N m p' W a a a Pmm Oo N Z - L ; N r�11 N �I" z z m z Nam - = N o oGI o r m m Wv�` og f 112 P G m J DD -C mm D,n POLImr�Om mn Om2 rCnp EaOrn y Zpz vlOrm ra CD 0 ' q- Dzgr--> CV 11 z £O'A Z ZON AC , D DAm A m- ow AD , ,>t :E mmlm m� £z moN g'. ,m£ n, 2ox Z 0 n OD, NC <r D [ DyAj O-01 CSj mN�rnn� O A pDD X. Zm t7£ n Zm< IAWm D £2 o rn rii >mrm- v 22 1�mTOz 2 1 :22 >o D 2 C31 O DC m90p C 1m N O £ j A3p - 3 = Dam, moDm I Z; Z r D =r^� -IANm £ W D Dm i3Dix`O C CZ rm : la z ..> >z Zvi Sc N < C, A Nrn nO n n 3 n x,z mo£A mo m , 3 � < N10- D 02 m Ll D 0= IONS m A 1m 3 mr m D=CD Z D rn £D rDO, r n C TO jrW1 < j N ^ Or -,i m N DZ mmrD A , r W Im N lmym N N �X m 2CZZ. ��D Q iyl Dcn•i ZDD CC �1 3 c 10 ZgN a lz oroD s iGt C A1AD 3g jA �N y m0<2 jIrIC "-oZ y i� Q rD-DDA WQ$}OO .. 1 m 112N ZN C n O<On NN m ZO ,mmm C= iDz HNOO J, mC < O 1-Olr+l A lD 1IA9Dm m D ,Z. n NOD, T O , >,,z,N zi m Z-mO mA ZnZ 8Q o i cc n T mmX �9 o' £ D Azz gZ 1 ZZZ NZ r� O Orn ; , O 8 O Z NON C T m rDpA m D n ncic: O C z 1m1 CA G Z 9Dp �N O n D1m 7 o y zD3 OO r p C D 8z D z m=mb. G1 Z < 1ZA aZ n m Dar rNlr�r WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0047961 ON AN ELECTRONIC SIGNATURE: ORIGINAL. SIGNED & SEALED z II li Q 1 !� ��� �I `�1` I� _ II ', i 41 I W I-'�' .l_�JL z revisions �' ', = ';A�g + ,► � X 01ti - $� ' < HR ALUM. ACCORDION SHUTTERS v `v ThorntonnTomasetti (�n)up 330 N. Andrews Ave., Sune 450 • Ft, Lauderdale, FL 33301 Tel. (954) 322. 690 Fax (954) 522.3691 . COA q 7519 IN tales, n+c Wehsite: www.7heTTGroup.com 1 AD ,-ron ay k, Co yrl ht to 2005 Thornton-Tomasettl Group, lnc. i00 War Rom . F".. (954) 9 r F1 33309 PM1nne: X66 220•0f9 • F'a<: 95!)9'0. 770S n0 nate .h deepri tion * o. u .,ovc scc,n. o-rsc n ,ne �° �QI�•• � I rloiZda Building Code Online SCIS Home i Log in Hot Topics Submit Surcharge 0��M�';, E�f Product Approval 41: USER: Public User Product Aooroval Menu > Product or Aoolication Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FILE COPY > Application List > Application Detail FL393-R1 Re' ision 2004 Approved All merican Shutters 1540 Donna Road Wet Palm Beach, FL 33409 Frank Bennardo clanVleY@flbengineering.com Robort Bates 154 Donna Road West Palm Beach, FL 33409 (561) 712-9882 lbrig:htidea@execs.com Quality Assurance Representative Address/Phone/Email Category Shutt' rs Subcategory Storrr'Panels Compliance Method Evaluation Report from a Florida Registered Architec Licens d Florida Professional Engineer Evi I iluaticn Report - Hardcopy Rec`ived Florida Engineer or :Architect Name Frank L. Bennardo, P.E. who developed the Evaluation Report Florida Licanse PE -00,46549 Quality Assurance Entity National Acc-editaticn and Management=nstitute `,iaiidated By Jorge ^. Pomerant" P.E. 11C1_11�.JI�.<wE qcZ'1?�ll'11ur��it)� i7;'�00 o Florida Building Code Online 0 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' of -.IL1 Q, V Year ASTM E330 2002 S TD 12 1999 16(9.1.4 17,4 Meghod 1 Option D 11/p/2005 11/ 1/2005 Ili/;5/2005 12/2005 !Summary of Products Model, _Number or N me_._._ Description 393.1 —� 22 a 24 a Steel Pan 'Is 22ga, 24ga Steel Storm Panels I Limits of Use Ftion Instructions Approved for use in HVHZ: By: Approved for use outside HVHZ: ion Reports Impact Resistant: PTI 93 R1 T Cert Index pdf Design Pressure: +/- PTI 93 R1 T Dwg pdf Other: Large Missile Impact Resistant. Valid for.93 R1 T Evai Rpt pdf use outside the HVHZ only. Department of Community Affairs FloridaBuilding Code Online Codes and Standards 2.555 S umard Oak Boulevard Tallahassee, Florida 32399-2100 ('850) 487-1824, Sun om 277-1824, Fax (850) 414-3436 3 2000-2005 The State of Florida. All rights reserved. Coovrioht and Disclaimer Produ t Approval Accepts: :'TN7V-'uridabuiI�iin�r.urg.'nr;�pr_app_�1t!.asps;'p�iram=wGL'v�`L;�wt�grBI'iarl-1. '1��?dd�Vr,,"—L_�u3106 T... ;�"(ji'�(�I)b Fr4V,a L. BENNARDo, P.E., INC. CONSULTINGENGINEERS 4 r41 NORTH DIME HIGaWAY B OCA RAToN, FLORIDA 33431 (561) 391-2888 FA�x: (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak B oulevard Tallahassee, FL 32399 Regarding: Al American Shutters 22ga & 24ga Storm Panels 405 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed engin financial interest in the company manufacturing or di evaluation report or validation certification has been engineer is not owned, operated, nor controlled by the r and does not have any financial interest in any other enj the above-noted_product(s�. RespectfWly, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0.046549 r does not have nor will acquire a ibuting the product(s) for which an epared, as referenced above. This aufacturer or distributor noted above involved in the approval process of I �VIi LVl1r^DO, ?`TC. QNSLZi 7G IGI TEBRS 'v�Znv.FL.�ENC i1TLyP.?�IG. C �_'I FmA�,Nz L. BaN1NARDo, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIYIE HIGHWAY BOCA RATON, FLORIDA 3331 4 (561) 391-2888 FAQ: (561) 391-2362 Product Evaluatidn 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 Scope of Evaluation: 229a & 24ga Galvanized Ste Storm Panels This Product Evaluation Report is being issued in accordance v : 6th the requirements of the Florida Department of Rule Chapter 9B-72.070, F.A.C., for _ __.s.ta ewlde_.accep.ta ce_per-Me-thad_1(d)Affairs rI All_p.rada duccts-listedng 'abo have- been- tested -and/or -evaluated -as -- ---.-.----- summarized herein to show compliance with the 2004 Florida 13 ilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Re -e' aluaticn 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 St Evaluation Report. e I Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc,,, signed & sealed by Frank L. Be nn rdo, P.E. is an integral part of this • TEST REPORTS Uniform static structural performance has been tested in accord 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). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). ice with ASTM E330-84 test standards asting Corporation (CTC). ave been tested in accordance with #03-001 by Construction Testing Evaluation Report Prepared by: Frank. L. Bernardo, P.E.,, Inc. • STRUCTURAL ENGINEERING CALCULATIONS I Structural engineering calculations have been prepared which -��— eValuate the prcduct `used on ccmparative and/Or rational analysis to quaiii/ the fcilc,,ving design criteria: Frank L. Eennardo, P.E. PE0046549' Pace r .Jr � 2R.3 7IL BE��!_lIZDL,?�.� _i1C. CCNSUI INGENCE ERS —LEE NGNL RIl IG.LO '1 FiuNz x L. BaNi iX DO, P.E., Dvc. CONSULTING ENGINEERS 4441 NORTH DIYII: HIGHWAY BocA RATAN, 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 design of each product. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Mind Load Resistance Each product has been designed to resist 'wind loads as indi respective Product Evaluation Document (i.e. engineering dr Installation - -- --Each-product-listed--above-shall- be -installed -in -strict compliance Document (i.e. engineering drawing), along with all component; Each product component shall be of the material specified in thi Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respe engineering drawing) as noted herein. All supporting host structures shall be designed to resist all sup listed in each product's respective anchor schedule. Host strut or in eacn pro uc s respec ive anc or sc�dli e s dsstg registered professional engineer. All components which are permanently installed shall be protec other su.ch.damage at all..times._ Each product has NOT been designed for use within the High Certification of Independence: in the -span schedule(s) on its Product Evaluation-----_ _ noted therein. product's respective Product Evaluation Product Evaluation Document (i.e. mposed loads and shall be of a material *e conditions which are not accounted ted against corrosion, contamination, and Velocity Hurricane Zone (HVHZ). This engineer does not have nor will acquire a financial interest in any company manufacturine or distributing the product(s) for which this evaluation report has been prepared. This engineer is not owned, operated, nor Controlled by the menu acturer or distributor noted above and does not have anv financial interest in any other entity involved in he approval process of the above -noted produc'(s). Page 2 of L. 2z.", A-R.T- c. CJNSLTL' _^_,IC EtiCINEERS T � �T, r LHE�iG'iD�rF.1�TC-.CO Z 508GR ;u011tlZIy0H1l1V 31YOIj112!?7 lvnoaddv 3at,w31:'1s bCIyOI� wl.ruuvnwwran.,. 4 � i� OO'NIt!?3N1'JN3.°8lj'N1M,V\ I S-13NVd WNUlS W'.J� °"may nna.aaw ln{nn. c>,{Wsvawn - � v� L9BZ-LBf (1951 �XNd 88BZ•Lef (L74) 13315" 03ZINVA'1V9 efibZ S e°Z: y�W.{w.„y,la,➢„y„yY,,,,➢3. Ke, m,a� - O I_Eree my lb'MH`JIN 31X1❑ HILTON :4-vb Z866'L?L (?95i ' 1.1 3 o s e�/��3T ti06tE �j 7y30 WIVd LS3,N d --� S2dH�NI�JN3 �N11lf1SNO:� aVUL bnlNOa Obs? .I ,I � Q `7'1 i9 ',^,NI "3-d 'OO1jbNN3B '1 >INV2ia S�d?11f1HS Iv d�lc��(^jd '1�d sarn3t a'ldl i°I ;nss LNl a Ln u VU r Z - w p _ 5 y p ”! L 3 r W m,i ilnd q I �e �L§L s" LL O :PL xvu.amas �m o °�° wu .aa•I W 030 I(— N1 .3900'5 NTLI .cD®'I g I J. er a q � 0 a a9 .05L�p h h) wl 6 n p n qa o q_ � yl�o 1ai�Y ___. ___._..__...SL9'L Y ___.—.. _ Q.O. _VpI.��_� ����p•• _ p , 5L9'I I -y N 5L9'I rp° l �LLh9 1— l pgp 9 �i� 9 ~ 9 u,� q •T ---I• 1 1 1.IL91 �— y, LL m9 ' p N T1— t L 1 �D K a4Wg W�4� Fi } ffoo q3a o Udaw a �a . 91Y° I(WHDINMN°I SNtltllv3tll O a � UZ = nW QM1 ° Yl°OY1° 11Am 'S i� U w3 uy"l Iy °uu"uw �6 'j Run, qR,w a Uh W3r' IU J;w.,". 2 �yy _C 3� DU °8gn WYa �W�L. OQ TQ 4'O� •7 uI �. oSz,�2N- IDN °4i ��n uGSJ> w3 4 ww° iYjf ac m =iw �p°°fQ�n�OZm'b' Iy�5J! N1my n4°9.2 r+ u{j a�'U �y [OjQ° VLLQN u._ Wiva,° �� P t�l'`U'y WD+1-OIQ•YQJn a'WQU{l: T. ¢1UN='UQ'-N °d Q+( 0 33 I I - t L 1 �D K a4Wg W�4� Fi } ffoo q3a o Udaw a �a . 91Y° I(WHDINMN°I SNtltllv3tll O a � UZ = nW QM1 ° Yl°OY1° 11Am 'S U w3 uy"l Iy °uu"uw �6 'j Run, qR,w a Uh W3r' IU J;w.,". 2 �yy _C 3� DU °8gn WYa �W�L. OQ TQ 4'O� nQrW ,.1ZlU Q oSz,�2N- IDN °4i ��n uGSJ> w3 4 ww° iYjf ac m =iw �p°°fQ�n�OZm'b' Iy�5J! N1my n4°9.2 r+ u{j a�'U �y [OjQ° VLLQN u._ Wiva,° �� P t�l'`U'y WD+1-OIQ•YQJn a'WQU{l: T. ¢1UN='UQ'-N °d Q+( 0 33 0391,,, ;� 0L 24 ad / W`( pay 3n ^ Z 125 NM g � 9���04•( .� S 4➢� 9NIN3d0 NI S•13NVd 11V v n y G ° (Mo1LYY{ioo ° a>r 0 rc9o�w''N� §�a3 eL aNO3w ➢ Q > u m1w IY yw � t:.my, 71 ..,.0 lV�w :Iauuy vy.e',+,� eliD ;I:W�Yv^i U\IV sal •luu.,i uus L -i � :yyU-�'V C �➢ RIMIWi'1�1{.3� I L ;d ukLLk ilC�m011 w�H YO���} '� tO 77 ^ aVM➢N ra i➢➢ - 1 >! W Yl I ' I -y/I SII • BvnO�iv x u cOf v it y� uuyuu v Iiviay,�i iuuiw,� 3UI:i I ueu uu�{s':UL ;UJL'f Ufll Ln 1=" 998WNCILYZIHOH111V JC?1VCIdLL`J3C IVAO'dddV 30IIN31V15 V01210Ij u -t 'NO O'S N Iii 33NI'JN3 B-1 J'.Y\MM S73NVd WL01$ .wawwmia,uv iur uwiirvivumaai unuonn c ^ I I �I �-4��I � W C°3Z•tdE 4951 -'.('Pd 99BZ•Lse(L°s) 13315 C3ZINVAlV9 epbZ y e6ZZ '. ��� u� a Q 31X10 H1MON Lbbb L9B6•Z TL iT9s) +,I - ^ n >/6OhEE Id 'H7V38 IJIVd o a ' S�J??NI°JN3 '—DNI-InsNoo CVOU VNN04 ObST K' — N1'3a'oQabNV�a iANyaj S�3LLnHS NtiSI'd�3vly T7v _ ( :Ol/ll l l q1� -OI (15.1 LNI uZ 31Vp p)IHpINMMp SNtivW 3tl alp U K +�W �u i KK wuLi U3U ZZ w f4 J0 11 31®PlJ 0 m d g 31f103H74 NPd4 l3nvJ C.p1016 W�1� 31v121aOdddv 334-vrrl v..lz�d-i "USO x'S ON u, f'II''tln�I:( U;� ,2 IC9 px U�1u], Aa0 0/�d a, )C YO� - ' 9 y IlVV11IJ r� 04 IOY UO �WQ ,L w "� JJ 1w 12 m q 26 Dili wY�m CCl Ef0 Il 31GP11 31f103M04 NPd9 W � N m 0 W F alt L 13NPd ua014 31PIYdOtlddP 339 +w1 n le p'Y l' C. rc a C� a m Volat ..aid u 3a U C 0 23 ma,a W= w ..: a a \ U (Cl d10 Il 31GP11 O ,iwj 31p03H79 NPd9 13Nvd L�1019 31PI21dOi1drP 349 - +wl V yy O I ac Q u L ° evan k nl%�aa li w ��wm Q Wow �aCa g3t�`a'y W ` \ w a wi \ �A W� \ Av u qg IY � a c p n 3 4rc f r� qu a ° va ecA NO ti 319P1l 311103H79 NPd9. 339 - .aut �.. 'Y .. .. _. .. ._ _..... .... Q Ip.1. yayl1i UUryp 'g W � a � r! nW •` i �\ �V ,J fC1 a1011319P1131ti031i�9 NPd9wLw \ 7 UI 1 3tJPd talO1S 31PIJd02iddP 335 wZ 7 I +011iW? flys 'L i 1�^ ^ Otu 711 —1 kl\ sla I - j:0 a90a CU -x703— Yp' 2 L w Xi3 6-4 ':;.w IV»1''^uey uuu['Z_:iH) .i:LOSVV':'9llVSi1 `lauay ^uoC-•;JJII-SVV-•; 1111 uf�;UOL:;;u1=+a�InVy-ueauawvllvlsax, l+a,a,JlV1.J+wuaiu �uu�l�Zi _UJ'./CL/ll -'i""'I ,"a66it Nolltl:tilUH1I1V-031V:;Ij112J?O I-VAQ'dddV 3ciIM31H1$`fUl:k1013 '+1110 Q N III EM N I0N 2111 I,':,A M S 3NVd Wi1D15 u°°�'w1°�rwwwu3 m� mrG°,.°auLi.vur� y N� sW Z9BZ-LtiC;WSI XVd 'JppZ'aC;L95) I �33150371NVAlVS e6b74 Q67Z �nAHMNUIH 31XIU Hl�.lUN LY9v � �7 = 5076E ld 'HJV33 WIVd 153M -I w a �SJ3?NI°JN� `JN111 lSNO� aVoa VNNOO obsT I .7N1'3'd'002ibNN?9'';dNVa.� I lHS NdJl��WV TJV smrnLl avl ,� ;nrnLra C N I7110 IOJIN71NMN0 SNtlVW7tl l i :taW1w0, � is N �, .n n i•, b n . (IunoW II!S) lav1 cvvlr, a�_��o ,i U pp' a .1 P H,fl,. 000 HNry rvlN b�ry rvlcmi Czu+'']upp��� L 2�u�=wui Q IunoW I -WIG rv�al N vnu'i 60 u ui a om6� i w own>a.Y-�� W J rvl' QNI u > M1 Y' ;� ,^ 3 �n,a�4 dyu LU 11 -AA) Ul O alauV PnIS 33CCC x a�a tl 4ae+1 ,.d. NNNt7 voi �>nhc�v�n O 6� u�iq 9Ly� sm`3'..� N�� W Z a 0 a- Q� aw alauV PnlS in- Q YSXZ NNN ntn �l .�:nN an�e7 W W Wa � / r W co 01^„ N� rvH'u Na °_ pd0 . sszS NrNN �� ❑❑� � 6z °+Z, a lj� Inoppin F- 9 < PLL N N N 2 (• _ �F._'nn F1 F- W pLw�a i iL mNrvm�l a1Y l�J�Wiu I'. v _ I �2V WWWu f� iL ? (L~�Zw u. L 1Nnowwol,Los - rvA ,dd:i,,;t m F—, dAl .e C Yj w ltttt��L� h v � L� =W W 9Wi i�a V ��N 4wi w z�O 30�b o .,. TWO o u w� m�aS 4 W WS,^ IM W^ iy Luw yyula lY Lv wMY� , -Iy'fy y LP Ana C i Tl S u O W W C) I�^ S all iv o.n iv .-�acin moi vba WI �1-�Idlc�lo b .I m m m ( l 11 R I U m _ O c �Im N N J iV'- ry ^�rOC C41 C, Of 1�lu in in W ,v LC N m- n 17 Lu _ of l Fv o a o a - m mm o c i1 ^, � o H�vvv�mmn N nl L1 I I _ I 1)��) .° - ,�'IN - oov, c,mmor��nm wm ml _ )I =17, f � � r. �- �V ,�LyI .,VO�JIlV sit •i�uu� uu4t�i. �"D C /J/� ;B861i NUI1V21`JOH1f1V i0 31Vpljllrl30 U� 'NO 0'0 N 18 G a N I S N3H'1�';IAMm d7 ZYYZ-LHE (L9S'1 �XVd EIUBL-I.fiE IL85: � nro """ LEr£ti 11 'NO V`„y V�Of3 ZN = p T-- ol's 31:c(a H1`_fON I.vav ;--I �� �Sd3?NN3 JNI1lf1SN0� SNI '3'd '0C8VNN39'-1>4NVaj itf vt N N h N v1 "NNN N N u° N of h N N^^ IVAC,dddV ip3M31V15 valiIDld S73NVd W801S 1331S 113Z1NVAIV'_l zfibZ y ed7: X996 -.TL iC9SJ . 60VEE'd 'HDV3s Nlvd .!.`i3M OVMi VNNCO 0090 S21�L nHS NdDI'd::!Wy TIV un °uy,..fufwf.fris �a"ivuu s�u�r�n - � n O I r Cn vu el�I �o �nrn nra t � °a ❑aur uuu„1 �,.....,..,., $ O is occbo co ooacco m - p333 U�i "w LL u0 < �Up xW,w U n - rn of Nin °'w iwu w �� a7 Zia C UN Nr r NNN-'N N p Or` wm 1} ZNw yGV1 m'1 O .- .- .. ^N- .-N- � fri 11��� I _� 3 Ur�o�ron �� a0 30 w�m u1ur - va =!3 ao-a �� N o PPP u �aF� Q�ZWR'1'rc �ypa�� ?due ?_ r mrn �ePP a�u � ', 6rca p° � �rz tl l� - oa o0p yid ma� U0'a j'aw, 6UbCm 81 `'1 W'T��i w'u_"• UN NNcv tV N-�.N-N--hhNNh �� WWSLf-�Yv.p Va1 Wpb X Wp J�u �- gyp} U$Ro �r�La x 6 � L § , UDS-' o�$ia� O Ob O 00 in uu' nto of 'vf- c�plpiXv!�§�_n� Ury^N NN N d) �S °rU a0^.-7, 3VYao �."aaw°W 7 ^ ^" W ix W'w"m�W'- f�u���� 5C yz w�" a 3Nm m^ ULT p w w w"0 °fit=o Wyl py�w��a��wdws S3� 5�� w w =w - N a h9 �Z ca U{ a�J'56 �1�,[�._ ',,,��F ��38p 1Wy3}i3W= ;r,mu a�is L '❑ xd' xy0 `l N -g Wa'1JT., i,a U,,� .'3n�,a=pU F iF t ,F O `J1 17LL' L l>lY�. pm Ov` ml `u TU 2r=d ,taof 5a� slyd ODOM —GICOO BYV^;i11NdJ, 4+_+ ­e.':utl0-5',v-Sm uur Scudq,a,­mus.... — ue ':ul [,r n�a :-�aoo bir ntn inm 7u i+f tSa Onm Ah cY nf`r, PVP 7 'I�m �:-b r0'b ^^�� � SI Ott m O h N Nin Oi(i hNN U n r m � W mm mN ^ N fO N_ � nro """ P �Of T ZN = p b00 bb b 0❑bb $boob °00000 S OObO :2 16 go n m.m bmt` r iaoo�io C°00 PPvv - - 6abo °0 of N i� - h Y° u1 of v° f�[f N N YI v1 Yf,vf a Vt h H of N N N - - ^ N N ^ itf vt N N h N v1 "NNN N N u° N of h N N^^ - - ^ ^ •- nn Y a �O b N (V r V fV mn - - - ^ r - ^ uuW �NN " PP �v 000 WpI .�N.ipPTQ - b WPP'0bb - -^ N^ -�.^p ^h0O9I hN0U64 �Y04 0ryU ^. w N Df bNY .�IU v cg +�6o n fa oda eb m 90 6 9 nwY1 �0 '^„0dt n n�O Yi :' 6•- �mCn e mm O^N Zry ooccc 000ca cbb bb ❑ob co occo0 ooco q b"N v r° oco oco a b •D ^ - �R ;.,o c oaiv i.,` O .3 m IS NNN N ul h Yf in N H N N YI of N -- ^ eN- N- N- N ^ :^ N- ^ .N- N w N ^N' � i O-. �v rv`"io "PT�n PvNno °1 PPv� ,� PP Nom Nom P Pvf vvu+ vuNio nve,�oif ev`�o 3 I ❑ IW - � ❑ N J ^ �fT�- I U InUf' ��I S .tl-ICU 3 - ' t I I '40019CIOO ❑ 'IL151 slaal ' 32j IUC j nADIIOH T —GICOO BYV^;i11NdJ, 4+_+ ­e.':utl0-5',v-Sm uur Scudq,a,­mus.... — ue ':ul [,r IVAObddV 3d IINd1V1S' VOli10ld 13NVd MlIOLS 13315 O3ZINVn1V� "obz 9 edzZ �SB6-ZCL'fC95) 600 EE Id H3V3B W1Vd 1SGM OVOID VNNOO 0051 Sy?! �flHs Ny�I�3Ulb'''1��'d a2 �o�w w uU W I gg 9,2 � _U m a-�U'r 'wZ wC wy J°Z�9o,�Zu° +);Ou Iy JI uI � 0 .0 2 yLL °t °LWW�JUI� W C �wlnui �l]¢j11'w' —"L 4 Wu Rv�Wi u C��tydxi 0 Sxpw�l°°; �� a33ozlZ'w—'al`^e j� n O=luwyw.l• ,uvea wn Wwrn,w Iw� � i � yno�w"ow°�nm�'s""u°°ma�vuolsaurmai ' aurvun. o C � .i. nlwn.nnww. � C :rvvuwa...'m i�.w m;�dn.lv.u, rn»ym. ��''� r R V a < w o C 1;0. Siva I ouHa rurnua w x aW 4u0 N Z?u, >'1> Wwq �QQI- m3 F rZUW�rc m��o'�+3r+= u Ojwm �Zrc�u� p g WWI Uzi HLL �OJ� '1 U x� L~WPU ow°^ELL �4�uw 49u�la ��2JwIC rryWy mw �_h W VO�U1�2<�W> WZZ� IY3:J R;Wn3 �32�iu�U U vim <P��o'imm�m�u�m<� aim 'ream ,.lmm �,ay�" vb tacs ua iN� nui ui ui ri vi ri e7 m<o 'r,m r`PmFn .o gmPo in�'ie nio ❑ Uui ro Hvir �._.^,_m mnrmo eui$�N am?��^o uiP P rd�muin M1 n m ri 0 b�' oobbbbbbbwbbbbb bab bcp bbb` `U m^ a ui ua .0 .amro �dem� me m _ obbbbb' ` W U' N^^ N N (V t^ N ry^^^ N N N N N H N P f V N ,' ry N N N N N N �N.. ua p1 Qb U M1mNP ^yam nm Y1v � O a mm.P M1mry Ui Pr�l '� a�mm T illM1 �:� .� ^l1 �❑ YI • '� Gv b f_��m ° mb1� �ip m O.� b1� � ^ M1 b � . P M1m .a ul T pr t -V °� rn ..m m ui <ycmrc ric nvM1ivvnaa�mui rvm' m iu P:o 'vs ' u1 °3 zrvb am 6 oobib aod'a b a o obb000b ba,mobbbboM1m,;.,�b;a bbboo Pia �� (�+ QU mu] Wy v - N h N H Ja ^ N N ul v, N Nin iA h h iA h v1 Yl N N N vi N N ry' ^ ^ - U N N N N N N ul ili N N IA N N In h h N N v, h �a ita h h Vl rv'iN taL N N N U� nui '^r'�^am omm '� a mush of ^aa is mvoin =amrc niah Poi U_J(yoc=m 'Z. Nm^bbm m omoUm m mboo or^ m m vmo�bn umothmbM1a tib7m2 PnbmoPbom'm l 1] 112 lip acVmcmn_ 'b�aoPb�`�P�b�m❑� o nomm_Yrbnrvd<NbmEaoNooo 00) lu PmmP�mbvmi vN� n Nm ^ N O L� u jy.-.••II wis. a Ly� i a ZI :( ,1 v :4001@ ^O MOT,OH _ � ;689p:NOI1VZRlUH111V d031V0IdI1J3� INOC'9 N I:la M N IS N 391d'MNVIn �n � 298Z-1ti6 (tSS1 :XVd d6HZ-L 6E (t95) Iy I � .r-_ tEyE� 1� 'NCJ_Y'J- Y COB 31 XIO H12iON 4479 I� �o r y�.IVMH`JIH ���SJ39NIJN3 JN11'IISNO� ONI"3'd'O@fVNN38'l>INVLId IVAObddV 3d IINd1V1S' VOli10ld 13NVd MlIOLS 13315 O3ZINVn1V� "obz 9 edzZ �SB6-ZCL'fC95) 600 EE Id H3V3B W1Vd 1SGM OVOID VNNOO 0051 Sy?! �flHs Ny�I�3Ulb'''1��'d a2 �o�w w uU W I gg 9,2 � _U m a-�U'r 'wZ wC wy J°Z�9o,�Zu° +);Ou Iy JI uI � 0 .0 2 yLL °t °LWW�JUI� W C �wlnui �l]¢j11'w' —"L 4 Wu Rv�Wi u C��tydxi 0 Sxpw�l°°; �� a33ozlZ'w—'al`^e j� n O=luwyw.l• ,uvea wn Wwrn,w Iw� � i � yno�w"ow°�nm�'s""u°°ma�vuolsaurmai ' aurvun. o C � .i. nlwn.nnww. � C :rvvuwa...'m i�.w m;�dn.lv.u, rn»ym. ��''� r R V a < w o C 1;0. Siva I ouHa rurnua w x aW 4u0 N Z?u, >'1> Wwq �QQI- m3 F rZUW�rc m��o'�+3r+= u Ojwm �Zrc�u� p g WWI Uzi HLL �OJ� '1 U x� L~WPU ow°^ELL �4�uw 49u�la ��2JwIC rryWy mw �_h W VO�U1�2<�W> WZZ� IY3:J R;Wn3 �32�iu�U U vim <P��o'imm�m�u�m<� aim 'ream ,.lmm �,ay�" vb tacs ua iN� nui ui ui ri vi ri e7 m<o 'r,m r`PmFn .o gmPo in�'ie nio ❑ Uui ro Hvir �._.^,_m mnrmo eui$�N am?��^o uiP P rd�muin M1 n m ri 0 b�' oobbbbbbbwbbbbb bab bcp bbb` `U m^ a ui ua .0 .amro �dem� me m _ obbbbb' ` W U' N^^ N N (V t^ N ry^^^ N N N N N H N P f V N ,' ry N N N N N N �N.. ua p1 Qb U M1mNP ^yam nm Y1v � O a mm.P M1mry Ui Pr�l '� a�mm T illM1 �:� .� ^l1 �❑ YI • '� Gv b f_��m ° mb1� �ip m O.� b1� � ^ M1 b � . P M1m .a ul T pr t -V °� rn ..m m ui <ycmrc ric nvM1ivvnaa�mui rvm' m iu P:o 'vs ' u1 °3 zrvb am 6 oobib aod'a b a o obb000b ba,mobbbboM1m,;.,�b;a bbboo Pia �� (�+ QU mu] Wy v - N h N H Ja ^ N N ul v, N Nin iA h h iA h v1 Yl N N N vi N N ry' ^ ^ - U N N N N N N ul ili N N IA N N In h h N N v, h �a ita h h Vl rv'iN taL N N N U� nui '^r'�^am omm '� a mush of ^aa is mvoin =amrc niah Poi U_J(yoc=m 'Z. Nm^bbm m omoUm m mboo or^ m m vmo�bn umothmbM1a tib7m2 PnbmoPbom'm l 1] 112 lip acVmcmn_ 'b�aoPb�`�P�b�m❑� o nomm_Yrbnrvd<NbmEaoNooo 00) lu PmmP�mbvmi vN� n Nm ^ N O L� u jy.-.••II wis. a Ly� i a ZI :( ,1 v :4001@ ^O MOT,OH z' SBBGn<�upI1VZItlON1(iV i° 3lV�laLLiJ30 WOO".'NITJ33NIEDN391j-AAMAA f^/I I I �o E9BZ•t6E (L9S) �A'V3 U9BL-�fiE l4'JSJ �+'�r jF LEbeE 1y 'NOlV:� 31 XI'N Q H1LiON LY4b of SZE3NISN3 SNu7nsN00 SNI "3'd 'O(3aVNN3E 7 )fNVad mPn U m T� n P 'ri mm 1VAOHddV JOIM31V1S VCNo -lj >MNVd W1101S 13315 U3Z:NVAIVO Rb Ve g edZ` ?HB6-?TL (T95) 60VU li HZV39 WIVd 1S3PA OVOli VNN00 ObST S�aL'_(1HS Nh�I���nJ'd' '• as N oUa •m. �D�aO iV e<V 9vt OOn m - j? G. G G a 0 0 0 N O O W i•] en 0 z OU 2 e �-m...v ui 4i Voi in aoo 0 <I U .- .- - e- m N N N NNin v] vl v1N N "nh iDT �-mOO U ^Iv W Z Q m �G m T r h T P nl m Tri rl N - p W �I` o.acoo c2] cam o ccac �n 'u1 i��• a a p U •u ui Vi ui ui lu Vi ad ui ' .c ui ui •o ' t2 .� in h m ul 'vl N of in m .f1 N N °n Nin in N 1� ' •P U N^ ^ ^ N N ^ ^ ^ tV ^ N ^ ^ N O - M1 a - LU 0 U ^ am o000a t c v Pmia mom; �rJ Q Q O ., b �d :d t ^ ^ o m ^ ^ o m n m •o Vi 4i .� W dl oa'o oooa. c c ooa ca'v ^t �o O cv p` - ui m^ ui- --ui ui^ui - Vi -- ui � vo ... h . ut. U 7 Q a O1 P T m r- N T P m O m P T m h N v P uryt n wIr � wmx Ir 3 -lunnls 0 'LSIX3 COOM F— y � y � �• W Fr r.•I Xp�a ��w77m �p wap_ 3 °sw a�u 9J �ZZOa° t V VVWv Jqu IC 15- .Va- �v ��p y12 Cut Q rcF��r��-3LLc �o wirrcv�6wi Wp uua�a w_ LLi tpU wpJ�(6�S tj�L W *' WWNW�FF` Q� ^pwa•�-°3ws Z Idau�k�3rc2i �WFIC�N°n�W? -r-,SNr Z WKw I�Yww :L'uF• w nw:Wpu �uavuwa rtv urwn a •--1 an utuxra4 naxwcouawwsur•xxrn _ n taxi wslwsl fcum �iilmw c" � 4mnuw�ix Wywy�corax aaaVx mxxur. a c::) uW axluwt�4uca mu ,,, O ---- = Q MMLL 3141 in 3nss1 LNI E Ln W Jaxl Uui 3 a �_w �o � m9Q E.0 �_WWi ONW W ° Wua 4��j W W O,, 9ppp 3 °X� LL 3��Y'�W•iU LL 0 'UN!Za:j ¢uca V p^2 I��F� s7w��W�FFQ' �wa�00�oxi�4�ci� T) Y_m NmT t•f NIV iG mP �- III nb'4Na a P N • U H m 1 Oi IM1nm id •dP a Dlnn V7G to W nf` t7 �m V]ul <vv mm NP a•f Q �U m P P m 0mm m n rmtD u) P � �Onnm a^••,0 a1 T Am Pa a61�in IN � I Dip �- dl t`l IOO t•l an A n N u) P A N V1 �d h 1+1 t•] j Z mFI v1a31 acaco oc<a:-ocaoo 00000 of m• • cc:-G]6i o�Aao coco•'v.o�h:a� � QU ul ^ �.-O V7 gib' m mO^ �� iGmVJ u]' Idbm�d �O lV O01 OI0 mb ^T -.N m41 f Pe m.dN G^ 01mM1A w NN' : v1 NN N m b hN u]in Y1 �'nN�n vl in �n ua ial Y] N N NNN NhinhN hYf Nia1 Y1 • ' - - U N �^ N N N N C LL •- �d m Vi Vi m Vi m vi .d Id V n m m Prl +s hm 41 an nl Orn'm� P^Nmm m P mrl mn m 4)tn 9I^ Q u] IG P Id P a7 a7 7 O� � i� ip r1 OI O at G iV P a, M1 061 lV 'V, •O O aO ip �L iU r v %p Y N m i� h m N a z U P •.j m N ` O m NCI t•1 T N N G, - in a e• O 'C ^ � � [tl ti � � •^ � m m 41 t7 O^ m n O T � T n n m ul P nI N1 1 OI+ OO61 VtG O'il.Oaa aOaaip a a G O.. Ga agmen ppaCp ��fVaaO aOI v�D OfVC i � +U mi0 vi PC m4lG tom bbmcd t•f OG m W m�O LL]� 1 m U hin in Yl �'n h N�'n Y] ui N �NinN NhinhN in.�N hN N. in in.NH Nin inN Yl N InHN min N in' • N c4 li NN" N N N N � � 1� v 61 r O G m m h G in G C1 r O iL m <•1 B O G .� G 1` tV iD i� iV 61 m� '- P i•1 i1 b P T 1� C i� P G :� -' • U O m W G m m N r1 O IDN ^ iO b ^I O n 41 p I wu!II r � V I N m b m m m m ry 0 m m P n) •• 1 ^ S O W W 1� m N P t' I OI 41n a o m a ;o o a a oo rmn oo r o on ut a y %"L U77 N q 4j •p vy ^ O q m m O m iC id N N m m JIZry 00 O a 000E O0q cD 000Oa OOOG O GOm OOO OO N •m a OOOO O GrI N'm a QU mm ^ m m m m m m mmm'a �a m.o m m m m mm o m mm m mmulc •d^ N Nu]NN h N u]u] u]N mNin 41N N hN GYI mNhm� 4l N�Nin hin illh�•n ' NN ia] N h°n �'nN in ulm �n .- .� .� .� .� •- .- m W m r r N t^ N N S � 4t .(� "' v ^ ^ mT N O t•1 .� T O O n'a m N 0 P ail O �l P P N O t•1 r O Q`� P YI t7 T T N t�PVN P Tm1� �] P Ph0(�iP Tu]O 1 ui t7 P v vl O v1 O tl N t% i ''a�d R `u a i w o U w u Ilt w o i w y y 3yayI U lanalsl ^ 313dONOO _SI%'aI I I X0019 JNCO MOIICH '�laua,t .:u VL".� �f1� ',:tiO�Vtl•�OIIV �'Jt :'�.�ue,� eo4C:_ l lc1�i ..wu.ia �ur:5:,•„-st: f:Llt�l:L Lt u O LLl �s �m N � J (L/ LU W z LU w J d 7 N Q NL 17n021ddV vcMQl3 37---NVd WdGiS 13315 03ZINVn1VID adoc 9 edzz ?986-2% (T4S) oObEE ld 'HOV38 N1Vd LSam l OVC11 VNNOp 0551, Sd�11nHS NVDI'ISNV 7 U uNi u I' n � - - - - - - crmor-io^-na-- +�w el'nvn inl aNlnsu vi v IO bui b<h[V O QI_ U r i .N- •N-. r r .N- � � r I� .N- �N.. � ISN- � N M1 Ula n ui N� m n ui P n f N Yi in - vl in Yl i0 in N �n m i0 N ^ ^ N l ^ ^ a` No �l ^ Non mho m I`iPf,n PP,.I ff ffln A, 0 19116#;N0I1VZILfOHi(lV �p 3iVpIdLLtl37 Sys WOO'ON12f33N 10 N391v y';WV ... �� Z�UZ-L6E (Ly51:<Vy 98BZ-L6E (l9S) .�-� I /—� l.soes �� •nl COl.va '•r�o9 .IVMN�IH 371X1❑ H1,2lON LYv4 S2haNISN-=JN11-If1SN00 'SNI -3'd '1OMJVNN38 I ANVad u O LLl �s �m N � J (L/ LU W z LU w J d 7 N Q NL 17n021ddV vcMQl3 37---NVd WdGiS 13315 03ZINVn1VID adoc 9 edzz ?986-2% (T4S) oObEE ld 'HOV38 N1Vd LSam l OVC11 VNNOp 0551, Sd�11nHS NVDI'ISNV 7 U uNi u I' n � - - - - - - crmor-io^-na-- +�w el'nvn inl aNlnsu vi v IO bui b<h[V O QI_ U r i .N- •N-. r r .N- � � r I� .N- �N.. � ISN- � N M1 Ula n ui N� m n ui P n f N Yi in - vl in Yl i0 in N �n m i0 N ^ ^ N l ^ ^ a` No �l ^ Non mho m I`iPf,n PP,.I ff ffln A, 0 ❑ m min W N m i IL L zvy �a %� .�❑ OOOM oen Jllunu,flox avr wmm�w nxielzwxvm �• •--1 alwauo'ox,wnlluxf,wuwxvnu��uLr. `� p a � a �L g Q ra1. aidl nn17nntuw $ O pXYu Na.i sz�W W. Sa v UUw�'' >� 60 wa �a b�' a J zU� IY "l��Ji3 �9a°QQ- 77� LJzlw w 3 WQWO=N N� dip 6W a p-,�ip0 m UX4 4,� X30 5$9a�o JO�WV `zw L�' KwZL��LL L yup'-;OLwN�g 2 U+U'1W ll wQ0 W = IXf WuUW al �•�a, u'I�Wd" oul5iWu <a3Lma a 2u �U.,U '°,.. 3la��M1N�dWLt�a J um + ° pp. w• 3 oLL �K"0 ..Op p�Wl=j 12160yHLLF u•IU �� e ,Tw Rw `l ll W Zl •"l ar- �� aw��Yi�N��� Zi w_lwv� u�i u visp0 n vulmw•rLLrc 'u rc�o Ile. o 4 �•i Lu O :.o i�•x�r22���uY3-�7L ' U u vN '`" n o r or ^l i.r - • vP Yip ul ai r ui to vle ai v M ai r ui N n le ui v of m n ,.i .P Ic N m n iv W n a O ^ a 1`"w� al iD i0 iA al fV 1,6 6 ^ iD O i+l P j� • . O F U A ui P P n� m M1 IO v' �� m N O 1� i0 Yl is iD is v 0 IV IO mul t7 I,1 A N f Pn A wN Nt7 n h z mn CIOQ OOQ pN O UI YIh� OOG CN OG COC jury _ _ U N ry b N N^ IV � ul Yl H h 4l m i0 ui ��n a ul N V vl N Yl N in l • � N� �O -- .NIO .. N iL �- ^ ^ ^ ^ •N" � T � � .� .-. .- Ole y�� N O 1�u1 ^iO i0 i0 m mN1�i+t 'rmN h i,l N?hOh n�0l ip pyq PtomCl 041 Ni0 :��Yl in n U ASN Pr7 ^tT le W IA uiN v OA'm m .IINO ul Pn n.pLli I� 10 ulv�1 n d • O Cl G tV � x m n b m P u) f C'1 n U f n0 nOl' ' O n a mrviOT N' �O m ip ip h T P nN S N NN � � mla uiNri .-^ n,ov �mn Ie •- wN m c nw`° �� x � a! I'n r i'vroin � ^'a f hl �mnAle w PnI•i +N 0caic of 00000 ccooto oc0o0 0b000 061 �a m� 0 0oc'v ' `UU ui :°^^o ui ui ui ui ui eui ,d uin la ui'le la ui ui ua ui ui W vry ^y ui�le len ^rv;?ui aui _v P�wmm N N N N N ul N Yl ul ul in iJl N N in in it1 Yl i0 Yl ul in ul N vl i0 N N N in vl h i0 h N YI VI i0 i0 i0 ^ ' N N N NINV VJ ul m 10 I� WI U •C 9 IfN �-OO� 8i �N � OA mIn lre G iMn „ :-O in i0 f� UI nAb -Q� mmGYIO.Nm^ N-mtGo Ow P^f- q= a tO iP n � •<•, Q1 C .•• T N IG n IO N n II ). (] ' '� O O 4Y _N ❑OAN.� 0000 1 !• O IO ION O N N A b W a O ID w le ^ - n n N IO OI O N O n N O i�l N Ol m.O NO b ^ On n IDm Pn z o.o-a.o oo IU.-1'nz. a oIub�le Icm wloa ' olc$m ob4,6 om60.-6co,cemm lom b�bd�lm Ioom^�'l. N N m h N N N U^ N N^ N N N h 7 it) h vl vl N h vl N ��n N I c'NV hit) N h h Yl a0 .'"y.mP f N M<f .l PP�o n fP,�nn `•'PPJNio m y T w o 4: o f on N 0 J m A P off O n f P .O I'l P? U O U ❑ 3 J � U W 2 � W _ O _ , � iu ! ❑Yoe 2 w'. u m �rG ❑n � aS 3g� K :10018 JNOO MC -,-CH I ..nulV�JI �IJux,f.uxZ'Z,.•UU'.uuf�'4V^iullV�jl-,+ue�f.oYl.',',;;'.uU11'�4tl�u1'+U,fSWZlliul a.�l„4SL,ruuatuV llVlaullj lu+�ul�lU1�J at4ue�u ryS � L•' Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ 3 CITYOF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 1TSPECTION PHONE LINE 247-5826 06-00 32159 Date 1122 CHEIDEL CT NEW SRVC 150AMP/240V ELECTRIC ONLY TO BE'' UPDATED 0 ----------------------------------------- Permit . . . . . . ELECTRICAL PERM Additional desc . . Permit Fee . . . . 95.00 Issue Date . . . . 2/03/06 Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ----------------------------------- IT Plan Check Fee . . .00 Valuation . . . . 0 Fee summary Charged Paid ----------------- ---------- ----- I Permit Fee Total 95.00 495.00 Plan Check Total .00 .00 Grand Total 95.00 195.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF E BUILDING CODES. BUILDING OFFICIAL Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION I Date: Z /, �og Property Address: // 22 Sc* E, &L C- - Owner: 144 t_ Mcs Aqg r Wr- Telephone #: Zy/-1-2 n Contractor: ��Ks. H �- r M UG Telephone #tom { -C j Contractor Address:L4 2 Fax #• Contractor Signature: In consideration of permit given for doi-nA the w rk lk described inthe above statement, we hereby agree to perform said work in accordance with the attached plans and pecifications which area hereof and in accordance with the City of Atlantic Beach ordinance and Ctandarric of vnnd nrnrtirr lictarl thv ;P Building: L New Ll Old ❑ Re -wire Building Type: ❑ Trailer Residence ❑ Temp, El Commercial L3 Signs ❑ Addition Sq. Ft._ h Service: New Ll Increase ❑ Repair If , other construction is being done on this building Or site, list the building Permit number: %1vuuu%1w1 arac, tuvira; /7 G I.VYrtdx LJ ALUMINUM Lj Switch or RACE Breaker AMPS )1_0 PH W VOLT 1Ao WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALEDa OPEN Switches Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATINGCEILING OTHER MOTORI AMPS HEAT KW -HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic B ach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 • http://-*vww.ei.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033796 Date 8/25/06 Property Address . . . . . . 112 SCHEIDEL CT Application type description RESDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . i 1300 --------------------------------------- ------------------------------------ Application desc HURRICANE SHUTTERS ---------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ ANDERSON JENARO RIFFO REMODELING SERVICE INC ATLANTIC BEACH FL 32233 2739 RUTH DRIVE I JACKSONVILLE FL 32207 (904) 731-5819 --------------------------------------- ' Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40.00 Issue Date . . . .i Expiration Date --------------------------------------- 2/21/07 Fee summary ----------------- Charged 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. Plan Check Fee . . 20.00 Valuation . . . . 1300 ------------------------------------ aid Credited Due ------ ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH, -r PLAN REVIEW SHEET may^ Building Department Public Wor J'31>r 800 Seminole Road 1200 Sandp Atlantic Beach, Florida 32233 Atlantic Be (904) 247-5800 (904) 247-534 (904) 247-5845 Fax (904) 247-5 PLAN REVIEW COMMENTS Permit Application # l0 1 3 7 9 pp 3 D Property Address: % ;z Z- / Applicant:REd Project: rJ This permit application has been: ❑ Approved as noted by the Final application approval m ❑ Reviewed and the following items .Makowski & Public Utilities Departments igg er Lane S. Doerr h, Florida 32233 R. Carper D. Kaluzniak 43 Fax Public Safety I II6P I' C (� 7— , Jh7t Department. st come from the Building Department. need attention: i i Please re -submit your application when th' se items have been completed. Reviewed By: Date Contractor Notified: Date: CITY OF ATLANTIC BEACH f= WINDOWS, SXLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Date: Please submit (2) complete sets of plans with application. e.1n Job Address:12 Z � Ct tel CT Ctrl -r-« L c�.n ��� r . 3 z.z, 3 3 Owner: (3, nG ex Addressjt?'2 SC3AC-t" CT' Legal Description: Block Number: Lot Number: Contractor: jeAC.110 �A J=IE) Address: 5?p 7�?-7 RVI -6 "T City: C -t< -SDs'' ✓i% State: Describe proposed use and work to be done: 11-I2 e iG re, c5 ,0jy F7!eZ� 11;--5" e ;x116( 012 Present use of land or building(s): Valuation of proposed construction: t, /3O0 • ©[� Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height ;�5 (ft) Building Width `S'C Roof SlopeLVLA Window Height N Window Elevation from Grade 3 (ft) 32'1.33 Phone: -- Measurement from corner of building to window��(ft) Number of windows being installed N - hmlwllr�l Zoning District: Number: C-� .. C. — C6 7 q-51 Phone: Wy - 73/ 07 Fax: 5;0 % 73/ C 6-5 4,761 a6:�Oex/012 AID If yes, please submit with this Building Length <�Fo (rt) Window Width &) � (ft) Mean Roof Height 300 Seminole Road • Atlantic Boch, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5945 . http://www.ei.atlantic-beach.fl.as Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all infprmation as appropriate. Incomplete applications may result in delay inissuance of permit. In addition to the building data, the following information is rec L 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: 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 9., (:)(I-01-0 same to be true and correct. All provisions of the laws and i herein or not. The granting of a permit does not presume to s, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. t understand that the issuance of this permit is contingent upon the above information being true and correct and thumb plans and su;9orting dat� have been or shall be provided as required. Signature of Contractor: Address and contact information of person to reo6ive all Name: Mailing Address: Telephone: Q Name: Advance Hurricane c 2014 E. Adams St., Jax., FL Contact: Victor Reyes 904-622. 904-807-0174 Fax: 904-807 Email: vrevPzn„4..__ .. AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval .AVS PA ICU A. R EVES i NO” PU*•SbbdFbft Cwm11bn 10M May 30.2010 Con"WO 3 W 537310 Mlnd�d Ih► NOMW Nklrry Ann. AS TO CONTRACTOR: Date: k — zi/ () 30 regarding this application (please print). S Cell 78 vlail: .biz 200/0 Notary's Signature: Personally known ❑ Produced idtification Type of idencation produced Sworn to and subscribed before me this 4 day of State of Florida, County of Duval Notary's Signa 2r,"Personally ❑ Produced i Type of id 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Page 2 ,20D1r . 4. ALIAAA— I (a �- produced Florida 32233-5445 http://www.ei.atlantic-beach.il.us Revised 1/27/03 rlorid,l Building Codc Online BCIS Home I Log In I Hot Topics I Submit Surch x (,!Product Approval k } ,a, d . USER: Public User Product Aooroval Menu > Page 1 of 3 �'••w..�� � t try a�r.� 4i � �,�+11 � i �} t }� �� ( "l� ��1 5 §r� nevr'�M_ e I Stats & Facts I Publications I FBC Staff I1 BCIS Site Map j Lin > Application List > Application Detail � d�.r�iufi «L3iul::ama, FL # FL2249-R3 .Application T e � yp' Revision ti,aiF��S "Ifi�r �aAcxlu I�I��IIl�����' 9r'a Ir4P,iKysy s",t Code Version 2004 a�wr�tij i,` ld�i�kG,Y lli. Wfu �UitLaa^�'��""°" Application Status w_ , ,'t .r: ; Approved �,Kr'h "' Comments ��b � Archived I d" Itij T'L ^PrEI4 u}YW {�y.��Ai�� I� a � I ;rte 14 y I(JF7 Product Manufacturer NE�;;� 7s�I'ti Town and Country. Industries, Inc. m;� A��rueta�?� Address/Phone/Email 400 West McNab Road Vit. Lauderdale, FL 33309 4:t1Eh,s;'rs (954) 970-7700 L17 �su .... W } rcr,� arro,s•"N^,gK*+auras a.aaavt , "^Yn+ . .R cruE= ,�KQ� omj@tc-alum.com 16 4 ,`'±"jao�T`"A'IMAA"kRF44�5wY+.+i�aMr..�w W A+41wI 7 Phi, Urocri.�IR'ta� Authorized Signature 9 Yladimir Knezevich �jk@knezevich.com t °r•ittS�c7�R5GENER:��"'"� Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. �1 rofHnt;��� 0� Vit. Lauderdale/ FL 33309 t �Xi h%A iW1l. h S('rY YNj1 k h '•�+rF 954) 970-9999 i:ry�p�tr1P til¢yI omi@tc-alum.com i r BR t�ES i. k s Quality Assurance Representative Address/Phone/Email Il FIL. ECate ocop Category hutters Y Subcategory tordion Compliance Method valuation Report from a Florida Registered Archite 9 c 4icensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name J hn W. Kn v' eze Ich who developed the Evaluation Report Florida License E-41961 Florida. Bui1�,i.ng Code Online x 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 Su'umitted Date Validated Date Pending FBC Approval Date Approved + ;Summary of Products rI- 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 Z/7/2006 Year 2002 1999 FL # �Mpdel, Number r Name Description 2249.1 .6 .8 and HR Accor' .ion Aluminum Accordion Shutter Shutter f, Limits. of.. Use Approved for use in HVHZ:Verified Approved for use outside HVHZ: I Impact Resistant:' Design Pressure: +/- Other: Use of these product shall be'in strict conformance with the requirements of the reference drawing prepared by TTG, Ihc. These Insthllation Instructions - By: Evaluation Reports PTID 2249 R3 T 05-578 D -WG 68 -HF 12.pdf PTID 2249 R3 T 05-578 Report 68 - 12 R.3.odf products are NOT suitable for.installa ion 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 bei by this office or our delegated. engineer. Shutter spans . less than 32" are not acceptable per the provisions of SSTD 12-99. 2249.2 �6.8 Accordion Shutter Extruded Aluminum Folding Shutter Limits of Use Approved for use in HVHZ: Approved for use outside HVHZ: Im.pa ct Resistant: Installation Instructions Verified By: Evaluation Reports Design Pressure: +/- Other: Use of these product shall be n strict Florida Building Code Online conformance with the requirements 6f the reference drawing prepared by TTG, !,Inc, and comply with chapter.61G15-23 of the Florida Administrative Code. These productsjare NOT suitable for installation in the High Velocity Hurricane Zone. These products mayonly be installed on concrete, hollow concretl block or wood substrates. For all other conditipons site specific design shall be by this office or our delegated engineer. Shutter spans less than 32" are not acceptable per the provisionsi of SSTD 12-99. X2249.3 HR Accordion Sh'tter Limits -of dQse Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/ Othe ti Use of these product shall be in strict conformance with the requirements of the reference drawing prepared by TTG, lnc. and comply with chapter 61G15-23 of the' Florida, Administrative Code. These products ore NOT suitable for installation in the High VeFlocity Hurricane Zone. These products may only be installed on concrete, hollow concretes block or wood substrates. For all other conditions site specific design shall be by this office or our delegated engineer. Shutter spans les than 32" I are not acceptable per the provisions of SSTD 12-99. Page 3 of 3' Extruded Aluminum High Rise Folding SI Installation Instructions Verified By: Evaluation Reports riorida Building Code Online BCIS Home I Log In I Hot Topics I Submit Product Approval USER: Public User Product Approval Menu > u �+�1r1y5TAFt 4 Ap WIN �W �xN- 0% 4 Page 1 of 2 9^" t-.? n�� 1 ..^ 1 }; t sNi.bid+ cern i rr ,i rE w nrgt i. . e I Stats & Facts I Publications ( FBC Staff I^BCIS Site Map Lin > Aoolicatlon List > Application Detail > Application Checklist Form #: 9B-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 ac Architect or Florida Professional E certification listing or evaluation r j;� : 3. Verify the method of dem-onstrati 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 -7i 4. Verify the product has not been recalled or revoked. w�l 5. Verify the Code sections and reference standards for which the evaluation demonstrates compliance. l 6. Verify the method of demonstrating compliance indicate any limitations on the use of the product, as intended. w ; 7. Verify the manufacturer installat! In instructions are provided. 8. Verify that a quality assurance program audited b � a Florida Building Commission - Y 9 approved third party quality assurance agency is in place. j.. To the best of my/our knowledge) the 'product, method, or system described in this application meets or exceedslthe'Florida Building Code requirements and reference standards listed in the application. Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1 24, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: 4 = is 0 ,..,:,Nisi TTG PROJECT NO.: KK5578.00 ' FBC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: Evaluation Report E: December 30, 2005 PAGE: 1 of 3 FL2249-R3 Florida Building ode 2004 Shutters j Accordion 6.8 & HR Accordio� Shutter Town and Country Industries, Inc. A Division of ABC 'ISupply, Co., Inc 400 West McNab Road Fort Lauderdale, FL, 33309 This is an Evaluation Report issued by J hn W. Knezevich, P.E. (Systern,ID No. 1754), to Town and Country Industries, Inc., baseo on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building ComnEtission, 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, it least equivalent to that required by the Code. -Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity, Evaluati36q ep grl ie' ¢c b THOi T'IGiDUP, INC i J0116W;I ne ch, Vice Pies •:', A�`J,o' Decembe3b?'all �5�; Florida Liceha Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/1812005. This does not constitute an electronic signature; original, signed & scaled hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 n Ft. Lauderdale, FL 3330 , ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.corn w Offices Worldvvide 1 (W4 Thornton -Tomasetti TTG PROJECT NO.: KK5578.00 ' FBC EVALUATION REPORT NO.: CODE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY PRODUCT NAME: MANUFACTURER: Evaluation Report E: December 30, 2005 PAGE: 1 of 3 FL2249-R3 Florida Building ode 2004 Shutters j Accordion 6.8 & HR Accordio� Shutter Town and Country Industries, Inc. A Division of ABC 'ISupply, Co., Inc 400 West McNab Road Fort Lauderdale, FL, 33309 This is an Evaluation Report issued by J hn W. Knezevich, P.E. (Systern,ID No. 1754), to Town and Country Industries, Inc., baseo on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building ComnEtission, 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, it least equivalent to that required by the Code. -Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity, Evaluati36q ep grl ie' ¢c b THOi T'IGiDUP, INC i J0116W;I ne ch, Vice Pies •:', A�`J,o' Decembe3b?'all �5�; Florida Liceha Florida COA No.: 7519 The sea] appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/1812005. This does not constitute an electronic signature; original, signed & scaled hard copies to the appropriate agency will follow. 330 North Andrews Avenue, Suite 450 n Ft. Lauderdale, FL 3330 , ■ 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTGroup.corn w Offices Worldvvide gL Thornton mTomasetti G��Zcc)� � Evaluation Reoort TTG PROJECT NO.: KK5578.00 D4TE: December 30, 2005 2.1 2.2 PRODUCT EVALUATION DOCUMEt 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 Press successful testing of impact resistance is prepared by Construction Testing Corpc (HTL), and are listed in the referenced c • Tensile Capacity of aluminum alloy E8 -03/A370-03. PAGE: 2 of 3 Accordion Shutter, Drawing No. 05-578, with a .s 1 through 13, prepared by Thornton-Tomasetti ed by John W. Knezevich, P.E. is an integral part re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Humcane Test Laboratory, LLC awings. was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CALCULATIONS. Prepared Rational and Comparative Analy es of Accordion Shutter performance, as well as anchor calculations. From these analyses, Maximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Accordion and HR Accordion. An anchor spacing vs. design load (PSF) schedule was also prep ed, indicating maximum anchor spacing for given span conditions at specific design loads (PF) for each type of anchor used during testing, for both accordions. I No increase in allowable stress has been The Accordion Shutters satisfactorily p with SSTD 12-99. These Accordion St windborne debris, when installed in respective drawings, prepared by TTG, I in the design of this product. ed the large missile impact testing, in ,accordance ers may be used to protect glazed openings from :ordance with the limitations indicated in their These Accordion Shutters have been designed to resist wind pressures as indicated by the Span Schedules of their respective referenced dr4wingS. 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 inst, notes, schedules and material specificati rou-c' ) L Evaluation Re o rt DI1TE: 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 compcochts are indicated in their respective referenced drawings. Anchor specifications includin acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in 6e referenced drawings. Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii • These products may only be installed c substrates. For all other conditions site delegated engineer. • Shutter spans less than 32" are not ac • This Florida Professional Engineer do acquire, a financial interest in any coi or labeled by the agency. • This Florida Professional Engineer is manufacturing or distributing products • This. Florida Professional Engineer acquire; a financial interest in any a which the reports are being issued. • This Florida. Professional Engineer 1 acquire, a financial interest in any of product. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood )ecific design shall be by this office or our le per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested t owned, operated or controlled by any'; company tests or labels. forming an evaluation does not have nor will pany manufacturing or distributing pr®ducts for rming an evaluation does not have, nor will entity involved in the approval process of the k �Yyut •�� -. � - tt�� t� `ice �. . Thornton -Tomas ettz n 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 inst, notes, schedules and material specificati rou-c' ) L Evaluation Re o rt DI1TE: 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 compcochts are indicated in their respective referenced drawings. Anchor specifications includin acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in 6e referenced drawings. Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii • These products may only be installed c substrates. For all other conditions site delegated engineer. • Shutter spans less than 32" are not ac • This Florida Professional Engineer do acquire, a financial interest in any coi or labeled by the agency. • This Florida Professional Engineer is manufacturing or distributing products • This. Florida Professional Engineer acquire; a financial interest in any a which the reports are being issued. • This Florida. Professional Engineer 1 acquire, a financial interest in any of product. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood )ecific design shall be by this office or our le per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested t owned, operated or controlled by any'; company tests or labels. forming an evaluation does not have nor will pany manufacturing or distributing pr®ducts for rming an evaluation does not have, nor will entity involved in the approval process of the l Inlprmalipn; P:\iLl\Prplecis\KK557B.OD\Dr Owings\RI-sub\05-578-Oi,dwg MC -W 12/19/!2005 12: 21: 40pm ---------------- N ... Nr Om 20 rDC2 O 2 O Oar r 2, p p = y Ar no D 3 9 >nOrF TTNDI NE =11/IF D nOny OC >my C -IDA N -y OND -_i >D2 2 A OP y0L •9 A m D N m ..O T P S m9mA yp, 7c ND mn N� DZrnO6 _n P O m r,A � cviZ2 =C NDmn mmzrm'D -lam PmrDmmn-imOCC Z� i- p0 2rnDS n�ITnA Z y O N D E C Z N N S w ~ Z I ry C ❑mm�E�FOD'1 >�D= mPmD. nm ani _i mOyA �'l TN p_nn O OmDO =A� .ypZ NaCZya <2 O = N y y Z �m -i y mA 0;Kom Abm r?y n 2 T a0 .Db vmi Dm NZD m[< NyyO _ TJm�m ONm DNDn It.n2 •f1 O > [CC^ -( -'I n NN_ic yDr1 mDZ 20 m O N O 0 DN evmi -INP "'IS ND 22 m Or>m D-1�.'„ On 292 O Cr!IA1 n=r.^o nTy a VZOy DD m0 mOC D^ P2G ly P'i yZ,y AN Z m oZmo mNp0 ym WN m a y `m p = o_nmyl D y OI m� ymZE CZ gra 9 <m D� yDv rno mns o pDo< Dp 'pynT iO2N mm DF,K�^v{i �2Dm pnD tlaDC Dy m 2-I m E 2 p' m -I E N c D vmi.> < -12 �J' mbb mv== n-1 DO do a�-ni -IOOr =D NN y mD y2-10 2>m OD03 C 0mmi c 2 21m. D N < Z= O rr- 2 N -EI a ••I T O V2i CJ Z y Z m O P < .. -1 m Om w ra=N >< m<_ N Z-1 -l-Di -ir ppn m N Z O 0722 DNb L7 SO D' p Z mm- A_Mr C -ODOR D Om> S n'I OD> pD- m ~> m NSC _ K IN.I m D $$p a0ylm A> b i rp00 DTN rD-< ata N xnnC)OZ >O Oomm yZlDil Pn2 ,O P2 m mmrn T m r 3 N r W "I O y 00 ��n mz Sm0 i SyD my „Irn2 D ryyo <C S2 y112m mOg -IED P Ny>, r- ,>,l Orna TPN < _ [ZN m m NNmm N m O 'n sC D{m,"u ryr �Cm rnrn mOm -i DmD mm 2 n2 TT nmm {O SO2 WPm NrC1m2 o=Z m C Ail r 3. r mA o y rZ £➢ rmb p>nC mm om TCr NyDZ D3 n`y20 yC Sy m C Z Om D r n r 3 n W o Z Z m D N3 =_^' D N AmmA m rm+ID2.v3 D mN M 030 O DA MZ Z Oom an Dy2 nm 2 -I m Lrl y OOH LDm .. = a m D {oC o mn I^Dv E. D >: C Dare COT rn,2n NZC C <ON x ON m ^OTO ZN SAND YN _nTA 2�v D A n x 3 Z L" oy. N m Cr= > �` Nm ? >A DCmrn ND no _D tyilD ani 3Lp 2rn •p DNT 2 :52- r> 2r2rm b[ Darn i 2 n 0-0 A 2X2 = DO P�z 2 N[ C no s u D 3 S a w ADMa r -19b yLTO -c n m2>O Tlr>,Y D N�C Om NOON Ar yDZ m -I I w r nD D m3rn N N y 3 = D T m> Z F O D n m i- Z X D Z n rCm2 C7Az 3 O» TD Vrr a D-1 T yrn on rm m irnD r m9 FAm m{ N ZA >D> Ny Am -1 m[> a D T ^Y y'0D y mE y m mr c y n'2 y2 7 m 2 C EAZN IAYON DNx _A -I nrnP Z m<m { -ID•-1 m m-Im Tm , Cm mop N - r n H O L1 O 2 n y{ r 2 :N yF N3 H _1vp „DI mrrm7 OmC xmy y PD m_q 3a NICnD fyq „NIDx DZy r D D Z m -y N Dy2 m Z xN r rm"I� 2 OZAD r D �D-i r ?9m m yAD x >m am2 2D AD -I p y D [ SV1,y N S ETlrn �y O m y > CD n Z O T ZDr Nnm -1rnm PT' > i AN A Om n p"INA. y mO = L213 S� D ti0 mF2 OT Zm NSm 20 { NmLI -Om TO 0' p O 2 m iPZ 2 0Z-iIA n D rym p2>m Op �i yD 022 mn m y mP by 220 Or mrgo Dr.IN m -I 7C m D N ? D D 2 zzz 3 ° r ; �2 n,00 ym� OD y[ p r m rnrm-n�.. °o^ Cpi91 P m2 nb< bD Vm 32 30-I £/`i C 2 y O O D2L Ina < mom m A N m D N ❑ y 0 {minr N D2 Dm L21 Lm1[>A C TZ �ZO a mTP • >'O A>A Dm= 2m Zy0 m in a ZmD OTmO 0 [ Cm l yD n Srn2 2Dm� m ON a�< O OmD mmGZ7 m3�: IN OL P 2 T m m Zr r ZD m n. C1N F LOry' rnT-( frnnM-Z/m' y 00 mo, N ADN{ In Da x TC Eno C', On DZO IF �W-12 ZSrn NNm W Ay NOm Sm 'mm. FLORIDA BUILDING CODE, 2004 w V? CD • •`r THE SEAL APPEARING N THIS DOCUMENT WAS AUTHORIZED RY IOHN W. KNEZEVICN PE 0011967 ON C•7 Z 12/19/2005. THIS DO 5 NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, 51 NED & SEALED HARD COPIES TO THE PPROPRIATE AGENCY WILL FOLLOW. rT. E�S HR ALUM. ACCORDION SHUTTERS ,iThornton•Tomasetti Group •ryS 3l0 N, Andrew) Ave„ S -R ISO • h, Lsutlerda "33301 j/{J�/JyL T.1 (95�) 37l•3ri 9p. E . (951 522-]691 • COA { )519 ADI DWw �e t wehrlle: www.7hc�Group,cl . La 400 w-, u..w.. e..A . F , Cppyriohl O 1005 Thornton -Tem. w r.,,..... �_ 11:58 -Ir HAX. SHUT ESR SPAN y n° FOR 6.6 ACCORDION SHUTT', R' SYSTEH, SEE TABLE i 7c -FOR HR ACCORDION SHUTT SYSTEM.SEE TABLE 3 2 Z� V3 rm y ➢_ <2 :E N (rT N N !m n � m m •ti < O Z > a O' umi 2 �^ Z � O _r m 77 m 1 r m m p O y Z '3 y r n £➢ T Z a -i a D FLORIDA BUILDING CODE, 2004 w V? CD • •`r THE SEAL APPEARING N THIS DOCUMENT WAS AUTHORIZED RY IOHN W. KNEZEVICN PE 0011967 ON C•7 Z 12/19/2005. THIS DO 5 NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, 51 NED & SEALED HARD COPIES TO THE PPROPRIATE AGENCY WILL FOLLOW. rT. E�S HR ALUM. ACCORDION SHUTTERS ,iThornton•Tomasetti Group •ryS 3l0 N, Andrew) Ave„ S -R ISO • h, Lsutlerda "33301 j/{J�/JyL T.1 (95�) 37l•3ri 9p. E . (951 522-]691 • COA { )519 ADI DWw �e t wehrlle: www.7hc�Group,cl . La 400 w-, u..w.. e..A . F , Cppyriohl O 1005 Thornton -Tem. w r.,,..... �_ 11:58 F m 0 Prinl Inlormotlon: P:\Rl\Prohcls\KK5578.0 I-suh\05-578-02.dng NConlu 12/19/2005 12: 21: SOpm 12/19/05 11. P o _ O N 1.090^ o N h> Io o m ^ to A w c aD ---111 o O w O m r r J a - i1 D r r D nDD - r D rIIW _ r m= YD ut m Q1 r mEi r r" S.. !• = r y. m m q O T T r r •(O -C N —y.. N 9 V: �• V1 Z � J N P I IA N N N 4 - m Z' 500" O n D = !n r In m > ~0 2 0 m DDO S T< J J D D P D N Y N N a G J a oo ut m •'N° N O N N 2 J '2.943"P A D M yC o .875" .96T' c pl r m O m T m o' o 0 D A n o N r Dm� n rm m 0 o c rte. N c N nx Z >D 'uni m �y rn Nm rm 0 T N m N W2,S00m� mC ti O m D J o N W O m ND m •` I^ o • wuri N X n C D m 1.193" = n m C ' C O `-2.0°=�T � ` III'',. m v �pz I IT A n nm it o N r� J u r m O P Hm r mm c nr Iz o -I m> n p > F• 6 3 % D NVI I D1.33F a � r r T = In In NOD rn m O o n A r C O a m T m m C N r S = nm P u� I N31 Ho i _ m m- D u. n O On , m m m 2 0 In � y N r m m r�cii 9il •,��.� m _ o m '_DRIDA BUILDING CODE, 2004 }` TME SEAL PPEARINJ ON THIS DOCUMENT WAS ALRNn9n sn - - -- •• < - ' revisionsLni -' n cucL = HARO COPIES TOT APPROPRIATE AGENCY WILL IKUNIC SIGNATURE: ORIGINAL, SIGNED & SEALEO FOLLOW. Q pc nD dsle 6 ; " hon ; A y 1. F 9, 3 HR ALUM. A CORDION SHUTTERS r, �' o .,,.,.. -�• o "•„ r 'Thomton•Tomasetti Group U y elMvt [l..,.Iw� u': ' 4'a�i c"zI. 330 N. And -1 Avg., Sulte ISD • f[. Leue�dak, fl 33 F, T.I. 19541 527-7690 • fec l9Sl)) 122J6i COA • 9 7519 WehUlc ..ww.ThelTGrccpd Print Inlormotion: P:\ELI\Projects\KK55,j.&.B roan -sub\D5-575-03.dw9 .MContu 12/19/2005 12: 22: oapm 12/19/05 I1: SB 0 b N a DILL o A� utm rr0 r vary O mi D O m Cr3 2 n= I N r- > X D T w r m M T N o• In Vt ® .� S 10 m� r w 2: >O >A / 2 yn w Dm mm z �m r N r T x ❑ m N N n N Z 1 O 4J m 7C rn in I' T ❑ ti w •r S N r'= VARIES IB" MIN,) 0.200 m 0 r ' V I C) n c: o o r m N c 610" w >'<- O r- 0O Tom__Om Din D n z< f!1 2 N n !Nn r SrDi y m _ __' w D D m m 2 N ut m y 8 2 �^w r � m r = � ❑ � yr A m0 m m r 0m m r 0 W 0 O nm m I 0 4 > m C, O a m 4. CLOSED y� rn Z o o• D •_i r __ 1 450" . p Y m � y�y,, N T f W i OPEN �' A C rf-AO nl' N VI x > _rJ O r p m > O -1 m a IA n•f •I_ - �: m o o if o n m r" ���--- > I N n i�._ ^' T 4-30— p z,, m X la c J m 00. o .850", n o 01.07s= " Z A C V. 0 N Z m n m o'r�� r / 3' >� 7' .. < I I 1 Ar 2mmr xrn N Ali n C mssz .JCJ O N > nk X m l >--c m T X r : = Z 2 wt x nDn m� Z N0 .- mm Tn CE7P CI { 7 m ,n 1nmZF "' I m a -� � ' -I ♦mr nl ,O_m -1 Y3 rs m ❑ F m o � 02 Z F r2 r A o 0 .� A_ o" I m r r z D V D < I` '< x2~E�--4 oa❑ N V1 2.000" i m m-iomo❑N vii zzZ A Ll 1.698" 'I -~(out �. Z C> I_ 00i. 0y n NN xx 1.309.. ( = a ? £ nA 0 n D m N t m -c- N m > O D N N Ln yYyA m T> N o G N D P rn C ps$5 65 m Di D C �f°n < r 3 O D o _ O o N 0 tr rn m n m C iM > z n >� ❑m D 3 •aF•_ � � Z O i2 m Z �- mom' I ❑ o� 1� 9 � m I -0 9Z .SO�'y ' 1.292' I ❑ n 1�li FLORIDA BUILDING CODE, 200a THE SEAL APPEARIN ON THIS DOCUMENT WAS AU RIZED BY ION N W. KNEZEVIC PE 0011961 ON L 12/1912005- THIS D ES NOT CONSTITUTE AN ELECTRO SIGNATURE; ORIGINAL• G�NED & SEALED COPIES 70 THE APPROPRIATE AGENCY WILL GOLLOW. ,�. (O a p` - no da• b daacrl Ilan ; > �.�S HR ALUM. ACCO CRDION SHUTTERS p, Thornton•Tomasetti Group ,�_/Y ?•-{-• 330 N. Antlrew, Av<., suhe 150 • h. L.uo<rdalq FL 33301 CID N o roZ/�'?C ✓ T.I. (9N1 S27-3690. Ga. (93�)) SI3.3691 . CDA 17519 =S woua t<s, we Wchdte: www,ThcTT mup.com J n .. r, O `� • • ]y A Oir44x n/A C S"py C." ba ' •' ... ... .._.,_. .. rnnvrinht n �nnt Thx...r..,..r..._..._..i Pint Inlormalion: P:\FL1\Proje.t.\KK557B.DO\Dr°wln9s\RI-"v6\D5-578-04.dw9 MConlu 12/19/005 12: 22: 10pm 12/19/05 N m • P N w A w >.N -• m N W a~ rIp aw <-�. r' M clx" DT MIN. n> n c > P� x m m I httn-Irc r .-. Wbv2--tn D lltnnl cl r GW 0m p0 8 DD 170 Dx y x Zmm-1Px >a= m to C o vo p��m n D C '� z_ ^' NOmA Wz=1n y O c y=C N? mmmmN C v >m{Do m Ln {NSnmv��: v20In T W = C to 0/ur ,. O 0 " tom to Z '• 2 2 y mZ> Z A. W0A O l Dn O I �%� 7 _ m?m 2O0OCyf m Dom' *,- { n-[pmrl >rtnn M0 ° In >I CN� Tvy rnN rp�AW omxx Z rip •.2..=,nD mrna AZNN InAm 2N :y 3<m >y T -f =0 9N'm %% DD9 Inmw Zrn nA> � 0m �m n71� G1� \ mmm y r {tea ma zzc m3 y7CC c" .w\ .- Im D 1709 N{N? A v V l y > -<N3 { y V-0 T m �2v0it' >0X) A _ •4D -20 - So >D .p X Tl mn NX :2 ac N 7J m2 Inv r r rC In y m, 02 Z Om Z. Z. -( OD Tr A rn 2 N ED -4O' to q rO' > -4Awr 3 in O D O N m ^1 DST ZZ mOW 2 ZO Ct- D .r ; y< {C m 0 y Ar y r D r W 9 D N rA mn N 2 r Q D m Oy m m D Z,: 2 D O m mi CNet yo>mC0 NAOmmC Z m-4 >H N�.4OC CIO Z . CO — — lmn>•yC ryj V� V1002 . _•fi \" - �mv�mEc`\rn yAnWl "n l s°9�nX >�Nr oyW cn>vW a DQ y�2y1n C e x is T �10� z�D OA` ^fin 2aVOnE I'. 17 Z C >— t ': ',. cATrn m'lIT-iZ y z mn cax Zm1Fm� 0 m + IA M 1 SO DO• -- �i0 yrCC� 0).>0m D��mo rD�2Nmr27P " In 2zzN m!1 3ZZ�0nS 0{m Dz= A n_mw D C I' m -. w yct0 r y m m -{ v A b > ZrJP ZO 7SZONED q -1 1n m f, -1 > 00 rn2_' Wn Sz :r -0 ZCT 20>2 Opo 'I:: mn D Dm In {N CZ 0 'Z rNn 3A Az m atm rnC,Zrn 0 OZnmx nmmNN OZm mN>o b E m m-{2 : D{D m :zw • Z O In D r0' NZ7P. ... -IAWr=n-, p>�2 Zta>0p Cr g_ 0 az-io Z rtn ^ -- it ym>m=o r=W M. cD E M. 1 y 2 a, rn '- FLORIDA BUILDING CODE, 2004 • m�47� 11: 58 • •�-�� THE SEAL APPEARINC ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 12!19/2005. THIS D ES NOT CONSTITUTE AN ELECTpONIC SIGNATURE; ORIGINAL, 11 NED & SEALED HARD COPIES TO TN APPROPRIATE AGENCY WILL FOLLOW. HR ALUM. AC ORDION SHUTTERS'1«� e Thorn ton. Tom asetti GrouP i �� ]]0 N. Andrew: Avc„ Sul:e 450 • Ft. lcudcrdalc, FL 5]]91 (iy'•„(/ Tei. (954) 572-]690. Fc. (951 SZ7-]691 • COA 1 7519 t"7 -��'m xnv"r :e ,IML J Web,Itc: www.ihelTCr°up.cnm N m • r X 1 N E W ~ - n c I httn-Irc r .-. Wbv2--tn D lltnnl > N >a= m to C o vo p��m n D C '� z_ ^' NOmA Wz=1n y O C W O m N W X ' T W = C to 0/ur ,. O 0 " tom to Z '• 2 2 y mZ> Z A. W0A O l I A A y f 7 m Dom' FLORIDA BUILDING CODE, 2004 • m�47� 11: 58 • •�-�� THE SEAL APPEARINC ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0041961 ON 12!19/2005. THIS D ES NOT CONSTITUTE AN ELECTpONIC SIGNATURE; ORIGINAL, 11 NED & SEALED HARD COPIES TO TN APPROPRIATE AGENCY WILL FOLLOW. HR ALUM. AC ORDION SHUTTERS'1«� e Thorn ton. Tom asetti GrouP i �� ]]0 N. Andrew: Avc„ Sul:e 450 • Ft. lcudcrdalc, FL 5]]91 (iy'•„(/ Tei. (954) 572-]690. Fc. (951 SZ7-]691 • COA 1 7519 t"7 -��'m xnv"r :e ,IML J Web,Itc: www.ihelTCr°up.cnm P'In I Inloan-lion: P:\FL1\PraJecls\KK557B.00\Drawings\RI-sub\05-578-05.dwq Idconlu 12/19,2005 12: 22: 1 9p 11/19/05 11: 59 D n w v, O D£Om ti Wx zpaX .7p a0ar� nor 20: ma �<aN pr m -R N A r pp ry 'mW x 71' Om l av OZ •+ B y� Zm D.• r1£ o y m'M O D Ina�Zo C x u v<C� YIn ! z3 Oo ^cue' `-t= On Na?n Z� an I. -Z-Z D 3a>3�c oD mrn>Z yS ON Dn-Sn NO Ovpcin+m ON OOn71 rJP n 0- nY y nl Z vn3n N� a EDGE vo m m o 2?0mZ oy m DIST. -10 EMBED.K� na71 DO O _ m �a O O r I D m s Dr r_ 1 1 2 I'.,.D m m 'r D t 3 m D m m O yovnm C p s. O 2^T.Dnmmo II m I X vrnx, --2 orn m P r a N Zlnvla m rp arm n0❑o `c° r O 3. MAX. w 2>Z:'mnn z If 2 nND. ZIz -1m £nom Z r MZ OmZ H `� O-IZ-Z-I n>o� IDno� w .anrZrm!l3 -1 4 Z O°D�Xa xm Nina £nom E�� >mm7 C I. zM, niTn '•In m'sSr 111 _ a_r vim mOZpya MAX, SHUTTER-, n lnrn0'. -1X Ino Ino on° ^ oX LENGTH SEE ° m oD2'mn fl y 2"Mz Cy rn-+i mrn2' z=an C o a nmrno .ICT ACCORDION SHUTTER nr2m n. apX MAX.SHUTTER a•'ID _ v02= m >-pa2 9Na SPAN SCHEDULE; mm2 ccz3 =1m• LENGTH, SEE -°x n£Dpm ^' anlC-zm "=2 TABLE 1 ACCORDION SHUTTER {Cm mZXa I >>rnn. n2 aZ2 !" o SPAN SCHEDULE, M(n �i 2"m o z S= -Z2 TABLE 1 -z3 li °V192Z Xom 77 D'EOm Zam n 2p PX v0 -o. ZO aX Z =am. Om mz <a ^O mVI " Ory m2Xa ^' . =Or- O o °a ma°n 1 Ali mA n o�aw x n ^ e D m Z Ql vl> ^ Z on C B , r rn DO IC n<a In vprl2il >n<a n> 7eo��e'-c Oar �Y m On °vn�e °" D nY -x nI o;v �`N� pN �I: m£ m mO aOvi a 9 �� �p rn mQ °�Bo� o" -oo EMBED. K� rnaOvo r1I N mDj1ti a DD y a .■ Do K yr, m N (1 o <> °; m EMBED. cnC O- EMBED. m D^^ �s mD n^' m SaN m m i l 'Co. r 3aN z r 0 O o� v > R3 m E>0 nan m Z i p x. O =�ynmmp p - C y-0712 ' ii1-E.IDr.N N.a. 1 ,> ZCm w.�-DDvnrn�3 i m I..Z .._. x Z =7RDnmmp n r=T>mrn� 1-a2 m =Zv °ncmz - O rm) OAAyOD2 mInn?' rnnrl Om N a N >InZman romr0D 7° -In i. D-iZ-IDpO Or w T O nNo;-tAzz m Ems- E0-< 2 zDD,xa sm2 Q 1! CD zm2^ ➢Cr ➢Sri Dg m aom 9-1➢ MAX.SHUTTER ZC •Zj =QDSEE yXp=m3 w mm2 vnm = m✓: p y v>=mn 'ymm ACCORDION HSHUTT in Zm '^-is HAX. SHUTTER a~> >xmn p r-1 c .- >11 <Ca I m aoz yl lap ap Ox nal nl0 O.Z va2 ut SPAN SCHEOUL, m 2 - X LENGTH SEE va2 n nZ n,Z ° m 9nm ya �zCm2 aXn anC2m T-2 TABLE {�{ M �>mm^ -y(cm ACCO RDIONSHUTTER <Cm nr2m > n P D mn `C, -I III O -am= .D=o SPAN SCHEDULE, v=ap mm O-zZ 2NTrnp nz m Z annzm 2 TABLEI z2 o izzlr^ r, °InpZz �N ZNTmg LZl _n n2 ^ >':<M 9nm= Zcz, Vl loan mina pNODI 2 Dxm'Ic D2mn n pm vnm� vnmQ vol^ X9 v0 ^0Dz mZ' c-`p9z ^oaz >0 Nm'. nZXam my px' �2m L nC2m CtA r.ln n mn M T o ar vm� m� y2 OD= p> D° OD° oc1 ^ mn ==y EDGE pm EDGE a^ anz GE o> n C I. X9m DIST. n DIST. >o'n o. aH. D I ?Ca X DIST. �o DIST, m O e° am \ Z, " -1X 1 Z m 2 ^1 Y vi M- 2 m 7 m vnm 1 \ VI LI nm NY = n1 X >=TIn N ti in > cm 11i ZZC:: ZCm2 10 X O , Vnm -1X zy= 1 m Z nrzmr1 o In mm7 Oazn Dr^ 'M N m O 7Cm2, a y 0D2 nr2mr1C O n :,H yc, £C� mm7rn e" :E :Z NO - W D -r O DOm .0 DD2 m_.�r � xa =!n2 xm az :E En-DNz I M aoX MAX.SHUTTER apo ni Non:No--<iD-Clo ym. LENGTH SEE - X Xn mm2 <CDACCORDION SHUTTER �Cm Maa> MAX.SHUTTER n~> -yan M=o SPAN SCHEDULE, vVl pa =lmx LENGTH SEE °X 4!X -22 TABLEI "Z2 -(c ACCORDION SHUTTER •y(Cl arm n v n a :0 SPAN SCHEDULE, m Z N„+. g.. Z2 TABLE 1 :x v°12n° 11er n v z FLORIDA BUILDING CODE, 2004 l r 7'J N - THE SEAL APPEARt G ON THIS DOCUMENT WAS A RIZEO BY JOHN W. KNEZEVICH PE 00{7961 ON 1 211 9 /2 005. THIS DES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, sft PED 0 SEALED C,'.! Z HARD COPIES TO HE APPROPRIATE AGENCY WILL FOLLOW, r L4 _... z rev io -� HR ALUM. T 'TERSCCORDION SHU o S a no dal. b dxscrl Zion > - ✓_ T h't �;r^;.� A z cn ;d „• �rlr.:.; Thornton•Tomasetti GrOUp 330 N. Antlr— Ave. Suhe 450 -FI, Lsudxrdsl< FL 3]301 p V i 3 •/7, % T.L (9 511 5 2 3-369 0'. F.. 1951) 527-3691 • CDA' Y 7519 waw � Webrll':—The1 Graup.com .cs-ii, cw 7.c CaoVlloht 0 2111715 Th­­­1__,_- Prinl Inlormalion: P:\FL1\Pro lecls\KX557B4OD\prowings\RI-aub\05-578-06.dwg MCanlu 12/19 2005 12: 22: 29pm v cl /1 ar --------------------- > � a m p .•rn N zx :y LIT MAX. SHUTTER LENGTH SEE ACCORDION SHIT-T'TER SPAN SCHEDULE, TABLE 1 , -XIKS ay`r f Yx �� myE ti c llaao�SeSr; yy r °p<N❑mWOCx DO •O CDcN�°�Dm` rn r mNmNm�rOrnm Xa m'rm sDZ •DE ? °D pp yOZmyZ m,o 2 Py I.goZ' a ACM. I Iz XNOSTylmmy J y• NXm Nrri e. a OZ \ \ \ va Dr 0 .XT DO Dna D vO Or °a uyi N T s O \-m Ob AN N D O \ m O z N A m S \� W 3 S �ICiI� W x' 0 _=o jx> .'0 �• CD9mrX Anm� i ZOP0 vnm� D p yyDD- HAX SHUTTERZ m0^Zz2 2°rnz 4JiUT_F�_.. �mOZCI vr'rn L12Zn AX. SH TT R mm� N _y o >0 oD0 ACCORDION SHUTTER r]n3 TABLE 1 >0:E :E az SPAT-SCHEO., TABLE I mo°m iQ Dm• Z r' Xam a O• 0 0 D� •i y v cl /1 ar --------------------- > � a m p .•rn N zx :y LIT MAX. SHUTTER LENGTH SEE ACCORDION SHIT-T'TER SPAN SCHEDULE, TABLE 1 , -XIKS ay`r f Yx �� myE ti c llaao�SeSr; yy r °p<N❑mWOCx DO •O CDcN�°�Dm` rn r mNmNm�rOrnm Xa m'rm sDZ •DE ? °D pp yOZmyZ m,o 2 Py I.goZ' a ACM. I Iz XNOSTylmmy J y• NXm Nrri e. a OZ \ \ \ va Dr 0 .XT DO Dna N T W rte. °a uyi = PE s O \-m A yy ° N LENGTH SEE m O z x A ymT W 3 ' �ICiI� x' 0 _=o jx> �• CD9mrX Anm� y yb ON F, ODna a2 D HAX SHUTTERZ -mj mOZL1r2m �vl�rnn mml� � 4JiUT_F�_.. ^mLlm I- r <c T D ACCORDION SHUTTER 3.0 o En mzz SPAN SCHEO„ TABLE I r]n3 TABLE 1 r 0°an mDDy Drn kc Z m XOa n 0 I yr ym O a N D� •i y zs ❑z =o mm N D m r c N C m ED £ I ^b 3 C mm2 mC2a l r• °-I Z ° <r < r m C7 r a ut cZiom C<m W n LZl T 0r2F s CI ym z2 Dp0 �• rr1 m 'c= nP OLI r D 0 NzC A.G.In' mD o O nN rn rom O Dnp mON C xZ Em , < T yD C y . X) m-1 rn 00 O D? Z m 3 £ !'I ti ' I' r � D y Z a ? n nv(Dc- ••� D y C T. N J] c { N y y Oar SZ ••-Cjj < 12 T m w 9 if _x -I•_ � H17••/`.i ammm 5 001 Q 90. ` 0- t� ,mom m LI z a m i i i r D oT O -(Dm a OO a O dr F FLORIDA BUILDING CODE, 2004 ,1 v cl /1 ar --------------------- > � a m p .•rn N zx :y LIT MAX. SHUTTER LENGTH SEE ACCORDION SHIT-T'TER SPAN SCHEDULE, TABLE 1 , -XIKS ay`r f Yx �� myE ti c llaao�SeSr; yy r °p<N❑mWOCx DO •O CDcN�°�Dm` rn r mNmNm�rOrnm Xa m'rm sDZ •DE ? °D pp yOZmyZ m,o 2 Py I.goZ' a ACM. I Iz XNOSTylmmy J y• NXm Nrri e. a m vlm 'iN C EDGE DIST D q C Ll 1 -- rrn p m Z N S MINI® > m yr�rnNa�i m • 0 .XT DO Dna i W rte. I^ = PE MAX, SHUTTER A yy ° LENGTH SEE T. oN°D2 Z< x ACCORDION SHUTTER ymT SPAN SCHEDULE, �ICiI� TABLE 1 _=o jx> m vlm 'iN C EDGE DIST D q C Ll 1 -- rrn p m Z N S MINI® > m yr�rnNa�i m • 0 .XT DO Dna W rte. OxIZ n-aSn NZC mz E C n D �mm mC-1 'm m7 raD o T. oN°D2 Z< `'O Wyan�n�z 'mSx my £r ma X.am am< n `- •y D Z ti jx> IIS m Dr C WSMAX. D SHUTTERZ LENGTH, SEE ^mLlm ACCORDION SHUTT o £o SPAN SCHEDULE r]n3 TABLE 1 o O} I i�IO y no dale h d.acri uan : D �. x f7�AB::t HR ALUM. A CORDION SHUTTERS .SUv • H r� r CIS �I,PI Lw BY IOHN W. KNEZEVICH FE 0011961 ON SIGNATURE; ORIGINAL, SIGNED &SEALED ..-. Thornton•Tomasetti Group s Prhl Inlormollan: P:\FL1\Pro)ecil\KK557B4O0\Dr-wingr\RI-..b\05-57B-07.dwg MC -I, 12%10/2005 12: 22: 40pm 12/19/05 12:01 CONCRETE O m= TEM e N L in6 o 6 6 6 T Z ' C 0 T D �oEEE�EE OEEEEEEEEE�E�EEEEEI EEE�EEEEOEEE�EEEE E�®EEE�oEl99® D EEEEE>EE� oE�OOD EEE�OD EE069�Ot�©��E�00 DE-�E�E�EI - r Oman �po �OEEEEE��©oE�E� EEDE�EE yrn'1 moo 0 EEE ooE�E� E�E�DcanE a��gOE�E�an 7 7-= 61,000 1i0�EiHoo0E�0 CODES Name �©0® s OOEEEEE� OE�E�E� 000D OEEEEE ODEEEE00E�E�EI . OEEEE� OEEEEB oE�E�E� ElEIE�D oEIEE OEEOE� OBrie - ��000 - OOE�o ©©oE��o®EEEE oEl - - . ? C 2 G = r�M ©ooEE . 00E�D 000E�00E�EED OOEE� ©OEEEE 00�� OOOEE0o0BE� OEIOEE©©©o0 m A 00oE� ®©©oEE 00EEE1 000E�E�EEE�E�E�OOCIE1EE00190EE ROD- oD©EI�00E�6E�EEE�00 000EI � 0EI©Eu OOE� 000EI _ ON 11 IN, ©© 000® ©©©o ooE�D o�00 000�Eoo©o .. ©©Ooo Ooo®goo©odooE�DEo�an Aoi - - 0000000man 000EE©00000o©00©©ODD Ocoa ®GEED®®EEE�EEE�E�BDE�D Z x BGIDD - OE�DD EEE�DD ©0000 E0 EED®E�COME� EIDER DDDO �EEDE�6 E�E�DD "Z 0aaoo©00a�0aa o®10131001genE�E�E000 OOEEEE� 0©OEi gOEIEEE�©OE�EE9i loommom Oman D 00EEF� oDloommoncomm �oE�E�EE EEEI®a .EED00©uUoOEIEED ���� mmuuE��oE�El880E�E�E� ©oEEE� • �mElEE Common Oman . EOD®E� . 00EED 00EEE1 claim Do®D ©00EE . ©©OEEE��OOE�E�EOO®EEO o00E�e000E�E©©o® 0000 0®®0 9oEE OEEO 000®� �OOEEEI 0oDE1 EEEEEEE� 00Da on a 000© anon 0©oEE 000© ©©an100im- 000E 6© nano Donn 000 000E ©®on ©©©0 ©00 0000000000000000©0 ©©©o Z 0 C -IrGT D Dvlrm D D 0 2 D D A O Z mr rn ➢y D y 0➢ C m D p Z D p , Zmn C TI y-4 m A L Z• � m D D O D m m2mv.rna Dm D< .. rin DrmN m-Im AS mN pDyrn m0 " EDS" Z D mZ y Lml I m 3 S m Z rrni A.Z3 -Dam X -Di O m p m m In S N D D r r y yo 0 D Z CDD D= y to L p m D D m n p p 0 Z Z) Z F FLORIDA BUILDING CODE, 2004 THE SEAL APPEARI 4G ON THIS DOCUMENT WAS 12/19/2005. THIS DOES NOT CONSTITUTE AN EI HARD COPIES 70 HE APPROPRIATE AGENCY WIL c8 HR ALUM. ',CCORDION SHUTTERS ��z TPIES,WG IOP 11'aav MrNaI Ru•fl• Fun Lauderluly F1 lJJaf IZED BY )DHN W. KNEZEVICH PE 0011961 ON IC SIGNATURE; ORIGINAL, SIGNED & SEALED V. ThorntonaTomasetti t TOLIp N. Andrews Are„ -III • Fl. Lautlerdalc, FL 33301 (95{) 531-3fi90. ra, (951) 531-3691 • COA r 2519 Weddle; www. TheTTGr•uP.rom O m= TEM e N L in6 o 6 6 6 T Z ' C 0 T D D r - yrn'1 7 7-= a-- - s Z • ? C 2 G = r�M m A E /l O Aoi - - Z x "Z THE SEAL APPEARI 4G ON THIS DOCUMENT WAS 12/19/2005. THIS DOES NOT CONSTITUTE AN EI HARD COPIES 70 HE APPROPRIATE AGENCY WIL c8 HR ALUM. ',CCORDION SHUTTERS ��z TPIES,WG IOP 11'aav MrNaI Ru•fl• Fun Lauderluly F1 lJJaf IZED BY )DHN W. KNEZEVICH PE 0011961 ON IC SIGNATURE; ORIGINAL, SIGNED & SEALED V. ThorntonaTomasetti t TOLIp N. Andrews Are„ -III • Fl. Lautlerdalc, FL 33301 (95{) 531-3fi90. ra, (951) 531-3691 • COA r 2519 Weddle; www. TheTTGr•uP.rom Prhl Inlormollon: P:\FLI\ProJecla\KK557B.00.\prowings\R I-sub\05-578-04.dwg UConlu 12/30/,2005 01; 07:03pm 12/19/05 12: 04 w A W1-1 - II.yN-;. mN m m o Z O D Owx Cm 008 71D '.Dx !^_'t N; ? ` ^A� sC Irc0 �m r ZIT -iP x C S C N? �m m mA D h> N Zm{ n '1 Tr a rx V In 20 O nDm D T =w "20 VST �f A 0{m m n N •0 / I - A A w rD- I( Z rPJ :n n� Y O I < u mSm n A V In 0 0 o Z fa m n n cA0 D r m O r D (T nn A OD O r w r y r m O. � ^ a Fb v E O yN� o Z C r = vmy mN m c X NTD nD mmm O �NN omm 2tn -I m L7 Dx ° W 0 �y2<m y"'I 08 OpB " mN m ID �\\ c�im nm . I �I ax o0, mmm jm�` mA -1;C y?C ti G •° v In T" 'u m °• 2 m A Sr X20 � 20 Dr X :r -Do A A C V VIT rC N - �DaA- m2 r 1 -0 N2 n m to N r CD -I I m m -I In Z 0 D ° NLl r0��S� r rA Ln ,0- D I. D -1 w D mm Ln r p y < m O D D P m •_I Z rwy In2D Om .G10, C 19 Z IA 0 Z m y Z Z o= 2 ° O c 0 m C P r N r m m DOD % N m Q O m r q•.� \ D 'AUrn Do m_( Z Cz r,o DN 1 I Z°_ Cox T TO.I. 0 In to y Z Z '1 V� i P Z N D O A` A T m y >� -yfrC Z% CPx ,rn p0r m 2 c Erie rm - mw ADm III 2 m V m r 0 y OZZ C. m l S O° 0 -I C1 n In { A D D O v, {mm v wz Zo rjp2vo: zcT S-qn2 0 37 T ==m WA i. mn T1AN yVIND°CZ A m m m�n Zmy •CN (0 0... _. OA0 • r° _. .'-ANS n•Dm m :?m cma .n �mmNN O.zz mx D° n E _SA m 12 a{A A "zu mS• Z O m 4 rr--Lq m2m•1 0 H IAw n D S Z P-�< mSm vAiX+m A N C r8?rNn OZ,° 0 -•- - .- t Im M. raw Z C. C 0 IE m Z l N ? z r a I c �Tm A N m x �0N N 0 ti O r z 2 F 0 m F X r• r _ r N I D y LA z � O m n C Ilf O v In 0 .. CYC-• Spm f OC m � � v 2 :m Inwr r W � �y ' Y X, c m m 2 2 D 2 .. o rx ZD r I C DN A T m n 0- m wm S r m Yn m Oy ON r r Vr 09. q• 2 I,riYrt..iF.,� FLORIDA BUILDING CODE, 2004 .9 THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHORRED BY IOHN W. KNE2EVICH PE 0011961 ON 41 ; J'S. 12/19/2005 THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED 6 SEALED '• L HARD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW. r vi Ion I ' E? & HR ALUM. ACCORDION SHUTTERS �'�`� �+gri;+`Thornton•Tomasetti group W 3l0 N, And.ewr Avc. Solt. 1S0 • Fl. Lauderdale fL 13701 ° y 3 _ '• rem T.I. (951) 522.1690. Fax (951) 522-1691. COA 7 7519 m �� o •� ..as. c ..c �• Wchrlu; v.vw.TheTTGrou ` ares, - ray Copyright P/Inl Inlarmallon: P;\FLI\Pra)act s\KK5578.00\Drawings\Rt -sub \05-578-10. dwq 11Caniu 12/19/1 t➢il 2 c ui '. DmH =jm 3 O clzamz N DnrrnrZlm A D Z=M c V03= 7] OEDO m =ZXa )05 12: 23: 12pm ZD>� 1. O 12/19/05 12:05 m r I r 7: r :�AOar� )my z';' oa A =vni a m0ZZ r2lmN 00N 0 rti OOC-i ANN ON r❑mrT p NL.1 D2 HA ^LZlO m 2-1J2" EDGE w a_ c ° J]y0-1rn nN0• .v2� DZ Z=On0 °-Z-r _ 1` D T n£ DIST. i DLZ'1�y^ nr' O Cp�1=n�m ❑ v^S'P7 :o I � m m ❑ n0vti°-' rNl no m Fj'MB�EO(. KQ J_ti I .2= z Ll _T z 3 i ➢Z Z❑NoO SA2� D r � T ^O mN OED0 2o 1 -<Di.. Q, I 0 r-1 -,ZXA IIT OZ W O z IM 'Ll 0 D y C m ❑ °N C T N NO vPrN m _ Z mF m Z Z ❑ m -oz a I° °E{MMBBEED.. mA9p m D Q N m �NTmD�Z M. z=m=z 0 m TOSn NNmn NN9.n 9O 3" MAX, Tnm� vnm >mmm DSTn �ZXD _ 2 nOD2 x.0312 mrzm NNSI ESC .� E g2Til Nm aC� H X .0 D EDGE EDGE Az az )'zm n'y a0X MAX, SHUTTER a' m�r�cn ym. LENGTH,SEE o D 0 D -c C A ACCORDION SHUTTER m m v=❑ SPAN SCHEDULE, v TABLE 3 - D 9 m ❑ 1 XZOMX 2 ^O mN SO r -I IIT �Z ,,m P D C=Zn tiO Z -V� >r)jn N � st O0 > °Tr Dr > n -i m Z NT N ❑> ° :p8 �P :� ON i•lrn rn^i • H D0 .� 0a qp;m EMBED. N=p0 n m rD- 0 m C A N 1 02mz O N Inm M D m Z ..... _--- G1-�Cmr0mp ` - - i 2nD>rnrnn . . �• H -1>-IZ cC z - m m c m Nn? n(1 lAn m = D rn Om 7 ❑ r`; 3 o°ayoD= ern ` az Ecl; r ConN❑, D ZT=n >'E Z _1Z-i>>pm -I °°➢Nxa =rn�2 z~zm• z k MAX. SHUTTER .. m m°m 2��m _°X LENGTH SEE -i p 9 oD2Tn c 'im Cain ACCORDION SHUTTI D^_oMZ SPAN SCHEDULE Z vcziczm :?= TABLE 3 DDmmr�my my ❑N0➢ Z z n LTIFDpm �ZXD 3 O clzamz N DnrrnrZlm A D Z=M c V03= 7] OEDO m =ZXa )05 12: 23: 12pm 1. O 12/19/05 12:05 DE Om z0 AX m n m r :�AOar� 0a2 iZocz'czm - 210.I A 1�zol E.mr NNal DOvnm 0 rti 1— r❑mrT p NL.1 D2 HA ^LZlO D�'m �zZ. NC ° J]y0-1rn nN0• .v2� DZ Z=On0 °-Z-r _ 1` nr cP7 q' :-a= 3mDN�Ii A0 D ON DLZ'1�y^ nr' IDIIO N > Cp�1=n�m ❑ v^S'P7 :o z mEm m m ❑ n0vti°-' ~C ACCORDION SII SPAN SCHEDULE, TABLE no m Fj'MB�EO(. KQ J_ti Z11 '000£ N 9 .2= z Ll _T z O ,u �£DO9nmW 1. O ynn>2Tn S)> ` II m n m C 0a2 iZocz'czm - A -z1 E.mr NNal DOvnm — 1- m r❑mrT p NL.1 D2 Inn'=Tn Sz➢ammo ° J]y0-1rn nN0• .v2� _ E \ re _ 1` O Z -IZ-ZID DIm 00'0X73 NO Srn i Inn? mn ❑m zlz"' _ m° nNa Z nm ZV rn-ty MAX.SHUTTER pOX LENGTH SEE ' rl i O S 2D2Tn v >20mz ~C ACCORDION SII SPAN SCHEDULE, TABLE SHUTTEF .mcm,r r >Drnmo .2= z Ll _T z 3 0•' C ➢Z Z❑NoO SA2� QI _ Z tiz H> p NDL ^O mN OED0 2o 1 -<Di.. Q, 0 r-1 -,ZXA IIT OZ D-1 y MAX. SHUTTER. z IM 'Ll 0 D LENGTH SEE z>n 3°omr. °Ilr^ °N C T nr jy 9El NO vPrN m ON A TNA -Z3 mF m Z Z ❑ m -oz a I° °E{MMBBEED.. mA9p m D Q N Z , N • J , Q m n m A e3 E.mr NNal DOvnm — 1- m' p C Inn'=Tn Sz➢ammo D ZZE; Z'Omi _ '2 ZOL1rZm. i Inn? mn ❑m rl i m -Irn t p O n O' aZ 0•' C QI _ Z tiz H> p NDL m Q, zyZmX _00m�X D-1 y MAX. SHUTTER. z m°z- LENGTH SEE ° nammo o C T ACCORDION SHUTTER = ' D^On= mm'czrZ.. TNA -Z3 SPAN SCHEDULE, TABLE 'f �NTmD�Z M. z=m=z Sr TOSn NNmn NN9.n ME>Om Tnm� vnm >mmm DSTn �ZXD _ nOD2 x.0312 mrzm L21rzm 0>= ODZ EDGE EDGE Az az DIST. DIST >Sp3 no'" X X 31 N m m • r rr __ N m N .. \ m 0 U vIn ON O N CNNA VINm °A n"I A SOD yX vnm vnm� "'II- -.�nrnrn 'rnm0 Nr mn NNr C -i n- m - z oIngZ m"=lm1 X c -i Tm Tm7 I m N OD O➢Z m m2 mz n n n -i aono 2- O X m r. X'm c 2 �or r• DCI- o_ Sm =m l > M, MAX. SHUTTER LENGTH, SEE 'H>m N -1 °m X ACCORDION SHUTTER SPAN 1°m X m SCHEDULE. TABLE 3 -c c T ti0tm ANO Tc 0 - z 2z' y ° yr.�` LIT Z- ; .EE i i ❑E yam. THE SEAL APPEA INC ON THIS DOCUMENT WAS AUTHORIZED BY IDHN W. KNEZEVICH, PE 0011961 ON A FLORIDBUILDING CODE, 2004 ll. r�• L,t L 12/19/2003, THI i DOES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED 6 SEALED . HARD COPIES TC THE APPROPRIATE AGENCY WILL FOLLOW, m p p+ n9 aala b F VI Idascn flan D ^'l y �r y klg HR ALUM. '.ACCORDION SHUTTERS ,,RThorn tori -Tomas etti GrOuP 1 I 331N, And.ew. Avc„ Suhe ISO • Ft. Lauds,dak, FL 31301 $ m - 'n ''�• Tel. (9313 521.3691. Fax (9i1)) 521.]691 • COA a 7319 cC ."e Wehtlle: www.TheTTCroup.cam i �q o 0 3 A Li.1.4T H�[��n1Y C✓.. !mac i Copyright O 2005 Thornton-Tomasetti Group, Inc. ' Print Information; P;\FLT\Pro}ec is\KK5575.00\Drowings\RI-sub \05-576-11.dwg AlCantu 12/19/2005 12; 21; — 21pm 12/19/05 12:05 yr 9 yz �n mrm +pp)o Dl an "T2mD mo r, vnrn-• 7m "m Da myl p-i„g y- in o . >Dmma DX DX nm�iy-, D �y W N �- m 0 !n . iZcmz'` ny v�onZ mr Zm D= -1Z EDGE DIST. yD z N^mnatiyrn J J ut o P � 2m r tn�Osa - m9 rDna �nmDC rr�^ � m_ N DInaODz ZO ? m mD"X m xp -"I aDnlDn aZ DLl Cy n- 1)mDD-t0=yrmW ' ma. XL I - DwrCN •y 2 T n r rn z rt CL3 cl m0' n 9 N rn �O M r- n O,1 2 O <m < rA V' °c N r Z -+n m D O m QOm a Cym +^ n a a - • "1'. _. Z • `r M ra �O y C 1 D yC= nn N rt'I r 11 z r D ZZ DO. C pC N my C ..Tr ZDp � f U r "gym a D•"N - rD -� TZm m a \ n Pan< \r o zrz m -1 D ZN r o to Z y EMBED. m0 -1 O C Y 3t m m m M -m = O O c MAX. 5HLITTER '^a ' LENGTH, SEE ZX r nrncZiT i` ACCORDION SHUTTER cam D? r = DOLE. o a n 0 SPATA C m N m' E > - iii r 7p O r Dn DOmrn2mZ � D-CamSla"-moi"m Emr�o�"-Iia mmasiumimS nr-1 rCom�rDmDm "m�OZOZmOm vOiy00axD� Z�sCYmm90y VI D,a rrl0 ❑Dm2 -02VI0D >c Z �mCmnr-i2n In ppm-mivtimZD ,yXMOR ornr= =D)- ZDs ,Y m=yZmminX FLORIDA BUILDING CODE, 2004 N T i FBVISIOr15 O o dal. 6 d n Ln I _ THE SEAL APPEARI L.1 1» 1 211 912 00 5. THIS HARD COPIES TO 7�LHRALUM, A d .Elr n A . i A DiWrw, , � ♦c w - •,� 100 Wur AlrN.i Rwd {O mT1 "= ` XC KO y TM — �m nr 9m � yr 9 yz �n mrm Dy y- in o N 0 0 VI o 0 W N �- m 0 !n ram o" J J ut o P � 2m r tn�Osa c oo N Go 00 0 0o a ootn Ll gZ fD3 �n n D � rn z rt _ C.: m ram D C.:z 3) p �O M r- n O,1 2 O <m < rA V' r Z -+n m D O m QOm a Cym +^ n _. Z erD ra �O b. rp p��� yC= nn N rt'I r 11 z r D ZZ DO. C pC N my C ..Tr ZDp O= f U r "gym a D•"N - rD -� o zrz m WPB, r o to Z y Ins m0 -1 O C Y 3t m M -m = O O c r Nz� r Dn DOmrn2mZ � D-CamSla"-moi"m Emr�o�"-Iia mmasiumimS nr-1 rCom�rDmDm "m�OZOZmOm vOiy00axD� Z�sCYmm90y VI D,a rrl0 ❑Dm2 -02VI0D >c Z �mCmnr-i2n In ppm-mivtimZD ,yXMOR ornr= =D)- ZDs ,Y m=yZmminX FLORIDA BUILDING CODE, 2004 N T i FBVISIOr15 O o dal. 6 d n Ln I _ THE SEAL APPEARI L.1 1» 1 211 912 00 5. THIS HARD COPIES TO 7�LHRALUM, A d .Elr n A . i A DiWrw, , � ♦c w - •,� 100 Wur AlrN.i Rwd {O mT1 "= ` XC KO y TM — �m nr 9m � yr 9 yz �n II __ D_ r -1 Z r n"' O x-, m O N I 0 I� A X• K- m n D � rn z rt _ C.: m ram D C.:z 3) p M r- n O,1 2 O <m < rA V' r Z -+n m D O m QOm a Cym +^ n _. Z T O=z D u zC O r ^yD� -Inn zoo yC= nn N rt'I r 11 z r D ZZ DO. C pC N my C f U r "gym a D•"N - rD -� o zrz m �oa o Ey m m0 -1 O C Y 3t m M -m = O O c r D? r = m N m' r 7p O 2 a c3 y n A' T z n 0n!D C -1 " '-1 37 - m " 9 m Z K m � 2m ND mom n \r t" tim Wm x 2^� �\� �m �m \r' a n F � rmr Z — --zoz— fll- M-1M III a> m III of D � v �p m O 0 N ON THIS DOCUMENT WAS AUTHORIZED 0Y )ONN W. KNE2EVICH, PE 0041961 ON D IES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEA4ED APPROPRIATE AGENCY WILL FOLLOW. C ORDION SHUTTERS k? Th ornton-Tomasetti CJroup 330 N. Antlrr i yvc., Suhe 150• R. Uuderdrf FL 37301 Tel. (951) 527.7690 • Fsa (951) 522•]691 • COA 1 7519 Wc6sllc www.7nelTLroup.co m AB .c.I,Ply Cu, Iwc 'on Lud.rd.l .FL 13309 COPYfighl 0 2005 Thornton-Toma.e«I Grou Inc. Print Information: P:\FLI\Pro)ccIs\KR FLORIDA-BUIL.DING COOS 2004 F�-mon o Sl Cantu {k Z m. n rf 11 > cx II II I \I } r HARE) COITTO n0z >c:z C.) V y rO Z �" T h SN'O y�0 numm IiJn ii N ym= DDr N " DZ mn � z rnoCl 2v v m vx n D "0 _o OZ �I D a>- A -I Z'1 c a y Ax n 3 O a{ m T ynh MC 2z'I an{ -I m Nm {C O D C ma_ O =T NNC "N Z >—E mm0 u)— nZx 20 O OM n a On, m �=N Z OcET �yJ zm O In {rn Z S O a .NC " 0 mo Om, m o N a O m oZ" a O -m { > D m o 0 c Q m z , cl' ' D m A h • r r " o FLORIDA-BUIL.DING COOS 2004 F�-mon o Sl Cantu {k r O_ A m n rf 11 n� n II I I II II I \I } HARE) COITTO n0z >c:z C.) V y -- 0 1 SN'O y�0 numm IiJn ii N ym= DDr N " O { v £ in pOn om_ W o D "0 rn0 Ll O 0 r rn r D n 3 O > rn 2z'I an{ -I m =T NNC -n N ° Z O D .ZZ a 2 �n �yJ 0.<M 00 " u0 n m N O 3 3 m D m m _ N ,W 9 { Z 5 N o• 0 z D c ®(1 D -i C r " o D _> y a a O m W n h a m y O z O Z Z O ® Z " v O O O a D n m z W tn w ® c FLORIDA-BUIL.DING COOS 2004 F�-mon o Sl Cantu {k {x n rf 11 n� n II I I II II I \I } HARE) COITTO k " C W " -- 0 1 SN'O y�0 numm IiJn ii N ym= DDr N " D a £ in pOn om_ W o D "0 .1c. _ a O N = r rn r D m O > rn O 9 12:23: Hpm woad EXIST. STRUC. mNJ� OZ L� } HARE) COITTO nrzo ao�z o -- 0 1 SN'O y�0 numm IiJn ii N ym= DDr D £ in pOn om_ m Z ? n .1c. _ J90 Wnr McNab ewd q-0 c S a o W N W W _ xr£ga.�, c n 2 �n Zgv " u0 m Zm _ N ,W 9 A M �•m N o• 0 tiz'"zrz Z c m z v r " o W a m W n h a m y T O v W r h J N D 2 W tn w m Iii J P. VI F W N mDErIA Oa v2mNmn2 S Oy Gmm1rDmN®Na fnnm3a{7m1 rZC2 an2D O-imuxima''mVXl mN yDmCnDm-I uO�iy� • rS4� i FF-ZDSm 0Z CI m Ny2 920 m ry' m rn30 rzmi 0 O Drag yFyN 2 ZZ " Qnrk hmhml+ wFmx NmN NCnC C ayaD 2mg O yy Z Yarn A4p SDr� m-1 nDS aaDD Z Cm SS L{�n0 I�iu A" m 'sDE mzmia v mz o~r 0nnn L) r>Da 1"p00 > N Zh Dm-ym Arm') Or my2y In i ;EZ D O0N p N0E m{•flh OaN ZCOC m y_IZN N 2 0) IC {y m yaa n O<On u NS Z r=s Du n_ hE a vmm rmhm h S xx 20 n TD(r aon2D' oyC -12 n n O IOOm �O aril O CSr muhi VrnilN ODy r2i1MN DZms Z -, 1C 5S mOE a pDy XO,z'l T.c aQy _IOD{ S2 �2 O ?Tm mammZ NDm mgr 2Crccnm -1 92 Nro TT Fn 2 m >Or a-1 y"- ?Zr OS D hr'ID Ym n yZ �mT TZ 2m" Sr0 ma0 00 N DDZm 2y Ca 0 SC ma0M Opo NZZ ZA9m O ?Om0 S f -Im N DI aE2a0 -IN0 cl>yn ZD0m a 2m2 MD M E yT m0> E tna IAO y"Ml' O Sm2 .f10 ZOrD rmD N•9 000 a2 Z -C1-1m S )< 2 mN -Ia Nm :E DDD ZZZO T yOX r1..' D Dx D'IO "2 "trnn mm_ r m D Arn { O vtr n {n20 n aylN OE r m m vz r2 �T DA mm 9 -IDE D DO_I g2 -ID t " -OO m m0am _i ZZZ Z m 2 av c1.Tc NmO DE' Zyr z Or.C1 i0 , { 0 CA, NE -0 DPO "y y{O NDN C -1 N i S Z nC 2 9 mp-1 y _ { O $ a n0• T i hm n m� r i n Sy MOOEy VmD yD M.. n ncl rCj mZ o m no EN02 { Z mZ hN 0 -lay COD: ••'. < S mE2 OC m 'E Z NmC z y OS hcoIAyOZ OLl T m00 2 SLl >➢a iN y Ll m0 DD 0 m "'Im 2 r am rNCD 002 -1 6 1 OZO 'I a2 Do D ED SON 2IOC Za 0 g yZ 2 ICiI mN Dr Wm {S~. Zam yS3 ti DDD �0 m N aZ mm �� aG1Z OX) 20, S m0D mr N ZT. m oar I H15 DOCUMENT WAS AUTHORIZED BY JOHN W. KNE?EVICH PE 0041961 ON 0T CONSTITUTE AN ELECTRONIC SIGNATURE: ORIGINAL, SIGNED & SEALED ,,,,,AT, AGENCY WILL FOLLOW_ 12:08 DION SHUTTERS Thornton-Tomasetti (croup '7 Nfr lN.Andrewr Ave., Sulle {30 Ft Laudertlele, FL 11701 Tel. (931) 327-16911: Ee• (93� 522-3691 Y 1519 - Wcbrile: wwvr.TheGroup.com xd.rd„)., pt 1i7a9 Copyright D 2005 Thornton-Tomuett Graup, Inc `= THE SEAL APPEA RI 12 7005 H' HARE) COITTO r 7•. AES& HR ALUM. E • .1c. _ J90 Wnr McNab ewd I H15 DOCUMENT WAS AUTHORIZED BY JOHN W. KNE?EVICH PE 0041961 ON 0T CONSTITUTE AN ELECTRONIC SIGNATURE: ORIGINAL, SIGNED & SEALED ,,,,,AT, AGENCY WILL FOLLOW_ 12:08 DION SHUTTERS Thornton-Tomasetti (croup '7 Nfr lN.Andrewr Ave., Sulle {30 Ft Laudertlele, FL 11701 Tel. (931) 327-16911: Ee• (93� 522-3691 Y 1519 - Wcbrile: wwvr.TheGroup.com xd.rd„)., pt 1i7a9 Copyright D 2005 Thornton-Tomuett Graup, Inc wilding Code Online BCIS Home E Log In Hot Topics Page 1 of 2 �ZV"tn �'a'�i�y?5� Ft k "T" 'i + �/yFdnda ktnt s R Rix 'tf I-'gt6 Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Lin Product Approval USER: Public User Product Approval Menu > WEEK-- Technical Representative '4" FL # �E EyEirar*r�e,� Application Type Code Version fi Application Status i2ECkACGh1►Al1F1ETf Comments ' Archived F S, Product Manufacturer Address/Phone/Email W V-P'1114 Authorized Signature 11 u ' s�o— rpt ° Technical Representative �E EyEirar*r�e,� Address/Phone/Email Quality Assurance Representative Address/Phone/Email > Application List > Application Detail F1�393=R1 Revision 2004 Approved e Al` American Shutters 1.540 Donna Road West Palm Beach, FL 33409 Frank Bennardo cl ngley@fibengineering.com Robert Bates 140 Donna Road Wiest Palm Beach, FL 33409 ($161) 712-9882 lBrightidea@execs.com Category Shutters Subcategory StNorm Panels Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By ,ttp://www.tloridabLI lding.org/pr/pr_app_dtl.aspx?param=wG nk L. Bennardo, P.E. PE -0046549 National Accreditation and Management Institute JoIrge A. Pomerantz, P.E. wtDgtBjiarh%2fL)gdWR11Ad3fO67T... 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 2 idard Year M E330 2002 D 12 1999 16'Ii09.1.4 17;14 Method 1 Option D 11/3/2005 1111/2005 11/15/2005 12Y7/2005 Summary of Products FL # Model, Number or ame Description 393.1 -�22ga, 24ga Steel Pa' els 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: j PTID 393 R1 T Cert Indep.pddf PTID 393 R1 T Dwg.pdf PTID 393 R1 T Eval Rpt.pdf Design Pressure: Other: Large Missile Impact Resistant. Valid for. use outside the HVHZ only. c!c Next i DCA Administration Depart,nent of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: bI.�BCi: ittp://www. tloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDq tB j i arh%219gd WRXAd3 fi367T... 3/6/2006 FRANx L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE 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 engi 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 e the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.E.; Inc. FL PE 0046549. Cert of Auth A9885 FRANK L. BENNARDO, P.E., INC. WWW.FLBENGINE -er does not have nor will acquire a ,tributing the product(s) for which an prepared, as referenced above. This lanufacturer or distributor noted above ity involved in the approval process of JLTING ENGINEERS cam FRA_Nx L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 Product Evaluati 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 Department of Community Affairs (Florida Building Commissi .,statewide_acceptance-per Method-A(d). All- products- listedab summarized herein to show compliance with the 2004 Florida intended, at least equivalent to that required by the Code. Re following pertinent Florida Building Code modifications or revi Substantiating Data: • PRODUCT EVALUATION DOCUMENTS n Report with the requirements of the Florida n) Rule Chapter 9B-72.070, F.A.C., for we have been -tested -and/or -evaluated as - - - Building Code and are, for the purpose evaluation of this product shall be required ions. FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Steel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., Inc.* signed& sealed by Frank L. Bernardo, 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 Construct# 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 v 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: Page 1 of 2 FRANK L. BENNARDo, P.E., INC. WWW.FLBENGINE Evaluation Report Prepared by: Frank. L. Bennardd, P.E.,, Inc. Frank L. Bernardo, P.E. # PE0046549' TLTING ENGINEERS COM PRANx 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 deign of each product. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. f end Load Resistance Each product has been designed to resist wind loads as indicated in the span schedule(s) on its respective Product Evaluation Document (i.e. engineering dra ing). Installation -- ---Each-product-listed above -shall be installed in strict complianc with -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 int at 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 respictive Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be desined for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be prote ted against corrosion, contamination, and other such damage at all times. Each product has NOT been designed for use within the High VV elocity Hurricane Zone (HVHZ). Certification of Independence: 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 teen prepared. This engineer is not owned, operated, nor controlled by the mnufacturer or distributor noted above and does not have any financial interest in any other entity involve in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS W W W.FLBENGINEERIN6.COM Y 3 � - L LL �0 m ^ xvw - _a 9� 0 X NI4.1 .00-1 0 du Y, 51, 'XVw .000'5 'NIL! .00'1 yy 9 �gg pv °ry 9 m II ry � a, W W ma' 99 9 Q ' �,v9 �o-� rc u� 0 .n r � e �� •u r T`�I� i� 4- m d� • s 0 -7 ry �ZfLW � -1.099'11- .SLE£ r 8 �a � a X FQ�m U wz w wLL app° F �QO III wU i°u K�3i U�m� z $ aH w I' °a� _"w0 �W°�W ,T g—W, u)WOOoWwuW SEM ocU$ U 4 ♦- ���� °�w�~,-i3mw�� �J 3333 aLU W 1y y� _ pO�F O J W�W° °mF'+IF W0.1 -WN >3'j JJ a X33 Q rc a3 m rca°Jz��w� = Q° �z w W �aY'c'Nu�Q�4JJaor Z 5 0 0, § gg`u ��w 111 3�` gm� Q gg� oW. a '� L c� $n . � :iP v a=aqu m eauu°a a SeSGp :NOIlVZR10H1l1V d031VOIdI1N3p lVAO1ddV 30IM31V1S VCNOId onm+unm+oxaww3wr000sr+o+c+w.m. 0 o� WOO'�JNRd33Nl°O N3 zaez-tae (tes):xvd aesZ-t66 (t9s) S-GNVd WNO1S 193i503ZINVAIVD edtZ de6ZZ "�'+;•m° µ' �10�" + �+�•a +a •�•3•+�TMw"�^' s+mnrww inrmunulo.aluau unuwumsw O � O w d: k 3 ud• _. 4Ebf£ 1d 'NOJ_Hii WOO A—H•OIH 31X10 HlilON 1-1 900 w^ i I° Z8wrl. 60t EE'ld'H0V3B WlVd 1S3M 1 J • 3 oS2d33N1`JN3 5NI1-inSNOO 'ONI"3-d'0MAVNN3B'INNVHJ OVO'd VNNOO OPST a 2 u 3� sarnt n eia aM o 3nrn IN a1tln aur an saavwaa >x 5�1�11nHS NVDI2i�Wb'�;��d `n o z L Y 3 � - L LL �0 m ^ xvw - _a 9� 0 X NI4.1 .00-1 0 du Y, 51, 'XVw .000'5 'NIL! .00'1 yy 9 �gg pv °ry 9 m II ry � a, W W ma' 99 9 Q ' �,v9 �o-� rc u� 0 .n r � e �� •u r T`�I� i� 4- m d� • s 0 -7 ry �ZfLW � -1.099'11- .SLE£ r 8 �a � a X FQ�m U wz w wLL app° F �QO III wU i°u K�3i U�m� z $ aH w I' °a� _"w0 �W°�W ,T g—W, u)WOOoWwuW SEM ocU$ U 4 ♦- ���� °�w�~,-i3mw�� �J 3333 aLU W 1y y� _ pO�F O J W�W° °mF'+IF W0.1 -WN >3'j JJ a X33 Q rc a3 m rca°Jz��w� = Q° �z w W �aY'c'Nu�Q�4JJaor Z 5 0 0, § gg`u ��w 111 3�` gm� Q gg� oW. a '� L c� $n . � :iP v a=aqu m eauu°a a x 4 � 9NIN3d0 NI 4l3NVd Icy NO=I— xew� r �X 0 E� N F w d: k 3 ud• 9 w ° pp 900 w^ i I° m J • 3 _ nm U W 3� roW z L U yy (pppb �y WW O' -°W CNV F WWI a H W3 O h U Y ° U �X N/ ec ®o x 4 � 9NIN3d0 NI 4l3NVd Icy NO=I— xew� r 31.E ® •boa ombd > `Uz oso L � a Eli �o k��•�'�a :lae i L uj az aww.ao+a 6k 3lG.aOl'IV >t u aOf 9 q•u•d uo•Z'ZZ LUQQ-SW ja1•gor gaaZg5S) a U.,S wwawawV IIN�ud Iwalu.d ta1:d nalaue. —,," - SaoLCalLI 0 E� F d: k 3 ud• W pp 900 w^ i I° m L 31.E ® •boa ombd > `Uz oso L � a Eli �o k��•�'�a :lae i L uj az aww.ao+a 6k 3lG.aOl'IV >t u aOf 9 q•u•d uo•Z'ZZ LUQQ-SW ja1•gor gaaZg5S) a U.,S wwawawV IIN�ud Iwalu.d ta1:d nalaue. —,," - SaoLCalLI E� d: k 4 a k� W 900 w^ i • 3 _ nm 31.E ® •boa ombd > `Uz oso L � a Eli �o k��•�'�a :lae i L uj az aww.ao+a 6k 3lG.aOl'IV >t u aOf 9 q•u•d uo•Z'ZZ LUQQ-SW ja1•gor gaaZg5S) a U.,S wwawawV IIN�ud Iwalu.d ta1:d nalaue. —,," - SaoLCalLI I(1,?' S996#:NOi1V11HoH.Inv 303.Ivou H3O 1VAOHddtl 3OIM31V15 t101i101d W o� S73Nb'd UVIWdOiS a31LHY3d10M 3M Wi1W1]OU41LL0159MN(�n V� WOO'ON I i333NI UN3913'MMM 3�+'m; j �? Z99Z•16E (195) JM3 999z-169 (199) 133 -LS O3ZINVAIV9 664Z V 26ZZ w p L£VE£ -Id 'N01VLf VOOS Z986 -m (195) % z AVMHSlH 31XICI H12fON LV4V - Q w o VVV�VJ 60KE 1d 'HDV3H W1Vd 1SSM o ° 9 ' OVOU VNNOO OUST - �i a E S2l33NIJN3 JNIl-inSNOO sa r � SNI"3'd'0a21VNN36 'INNVLi� Sdi n{iJC NbDli��Nv 11 7 sa�nl ele l0 3551LNf o �a Y 31VQ °NHO NMtl° 9NNV W3tl a FI=¢¢ Yp Za1Z U.H pa �Wa"W L U� $ ong31f103N(015 2-0 )J9Is—. &�pyy a�OLLww SIIaOL°��y3LLaaow �n 31VI2JJJ339-0�a rv( sXMS X n c s r '°�9sLLi f ��$ o°. a yy� m s zo k w sl�% Eu §� 77i, m w Iq�11.p els o c� g o �l V uU -4 0 L = W� �� Waw. �R W� w g (L1 210 I1 3191V1/ a -ma 179 NVJS Gw w 6 )I l3NVd WJ019 3Iv w.1Obiw.v 339 ...I if ° d�Y L a ado 6C, 614 Ir 42 u Tu - a al 210 11 3191 Z r 3l(IO3wm NVd9 l31,wd 181019 p O Y 31VI21JOYddV 339 - rt6l WW'Isla 5y� 4 ¢' o h2 181§1 u63dS'... W m�Y gVO �m� G G•l9au� 9° w ° x50, kNLL s 22 LT So - 3 a ok ska ay (C1 2q Il 316V11 31f103N79 NVd9 "w � � W L �'... �'/ � ZZ .n l3Md 1AJ019 31V121dOLddV 335 ry l ®h § r � I ( O >: w n$d F ZZ ZpF f[1 2W Il 319V11 31(103N09 NVd4 Uw OI UZa �J 1 3NV'd —016 31VMdO2 v 339 - xvurl W °Jwl N 303U2 n WU �n nil 9 • 'tl'LL�u�ih 0 ° .ai V n iW 3903 pOO 3903 �(rZ�u fOLL� wG.� kk Zo (tta� �° W03p�5�1�0� z�wu drop'lVShc slaved-OZ'ZZeW lOW'SVVSOI(VShc slaved atlt xl s,annvs ..apawv nmaalld 1�almd toed Ln za S8e8M,;NOIIVZIUGHI(IV j031tl71jI1U30 IVAOUddV 30IM31V15 V(JIUOIj WOO" ONIL133Nl0N39lj'lNVVA 519NVd HUMS ""1Ob0411X01°°win te r' °J I331S 03ZINVAIVE) a6tZ d e6ZZ wmavnwa+3c.an nms aw O Z9eZ-L6C(L9S):XV'j 99BZ-L664e5) eauamvruoo.vu D _ LE4EE ld 'NOLYZI VOCe Z986-ZTI (19S) I lW J I kVAAHE)IH 31X10 HILTON L"V 60bEE IJ �H7V38 WIVd 1S3M F g o 33NIJN3 JNIllf1SNOD ovoU vNNoa oast _ _ � Say "3'd'0ObVNN38'I>INVH;l sd�3i i nHS NVDI2i-:IHVTIb' c aW 31tlo mIH� NMHo SNLtlW3N � t f �=e1l �• N N N m N /�1 t i h N vNi M h .., (IunoW ILS) nm aI6uV Pn1S _ r R m 7i I.3 EU=ZQ u ° aI6uV y u[ wU O iapeaH.fL. o L,N'r' „'N a` �� 3 0� a'� NNN N Z ce D. 3 r 2 O�OJ LL.Q ZQ 04 pp m W W mw O UW. g`n Q UWN�Q.-Q O_ W r lunoW L w!o N N NcoIY IIN V!6 PObIN IU -O NO 3 K q �3 _3+u 101 IV 110AA)ww L O ("a PnlS NNN__°'m�NNN� � '� a x dp o��w a b q J w 3 � M Z a >loell.j. w'ry �vn�uNin v�ir�n `n wJ m 6� aLL _ 03u Lq O e1 n _ZS ¢. F ~ �p l,�j. voom " vQo' mF u 0p Inopltng Z aI6uV PnIS _ p • ' z 0 w `u`'1 lO 8S%Z NNN NM�t•1N nrm 'nQZ .. lL W _ F 2P. iS-Z DOOM rvN N tPV NN LL p 9 w WLL JapeaHd1.v)noppnq Nn N n N. N NN Q $$ o h r a t J y japeaH H. o o b N N N N� 1pV N� d) SJ O U.LL_ II��NU WNZ LL> jd' 'aQw X O — . N � • N Yl =Z zU y� JI WNq W�Oti J —oQ W 'o vl m— w zw r>•w op Z m N N m V D u d y9 o Z 0-N N d� o�u ��im3'aa I m zw ,�,n�1Llo Q 1Nf10W W0 L-L08n$ Iu�* m F— du .r dAa .a LL J ca LL1 OWN J Q W LU Z X � u Z(� U W ILN Jh VV y F W 4.00 3= ui O�N Wi w w w�wo 3ps I— 0 Z��w �YwU LL1 wwwl q LLI oNi wrap dj 3UW� WJ L W W y aa7a � Li JM �LLL� m0 F - di z O _ O Y � O M m 17 � ` [V r m tp - -- -- ^ .N- a- --- b b J h m Q u: gt� Noi�ine Nbao �. �i�oiomb�nbnnbm a cry LL ON J - � .-'bboO61 a, E. 4'1m1-iD ip bP vOh c7mr7m 0 J <Z J uj qwQ LLI Q.. U ary = 0 Q� a �� as cn � j� cn , cO1nm a a v vuliv"'i io m �nmrno o^o e�m �mm CN i— LL D J _ o O m N m m b n b W m N N y U m N o in in . . . CL J aIV . .- •- b O T G. OI of m m m n .. is ... . a3mnvvvv�nvNiumi��nnm .-� F - di z O _ O Y � O M m 17 � ` [V r m tp - -- -- ^ .N- a- --- b b J h m Q u: gt� Noi�ine Nbao �. �i�oiomb�nbnnbm a cry LL ON J - � .-'bboO61 a, E. 4'1m1-iD ip bP vOh c7mr7m 0 J <Z J uj qwQ LLI Q.. U ary = 0 Q� a �� as cn � j� cn , cO1nm a a v vuliv"'i io m �nmrno o^o e�m �mm CN i— ILII F= - WEU Q u Q Z uj W Z Q J W Z Q L L W W O Q Q 0 o 7 Zcr Q V 9996p INOLLVZI2fOHNV j031V71j11tl3O 1VAOi1ddV 30IM31V15 tlOI1i013 �wyy lox snvlmo�iixWiol�smrmr .-I v m m m 6,I o `m FBF F WOO"J NI Tl33 NION319-1A-MMM S13NVd WLO.15 3m'Nurxr'�iaaivMw»�urdsmwnLluuwv •• CDB b abb b b-iP _ o " Z9eS-tee (La4) :xvj eaeZ-teE tl9s) 13315 03ZINVAlV9 e66Z R e6ZZ z �U be -o,00 bo 0o wee vi.1 ice' r ow�s=NISN�l Lfb£E -tom 'nlol'd2d v�09 M .,VHSIH 31X10 H-UdON LV VV ZB86-ZTL (T9S) 'HJV3B gem �� I k Q w m id mw^_6,6,dld a ONI1'inSN00avow 60KE 1d WIVd 1S3M vNNoa abST �G �G IG �G W wU t,4fN mut, N N N -�-- N - N-t, -t,-t,c- -r -`m-u 'ONI"3'd'OCNVNN3B'1 NNV21d s�d�3 HnHs NVDI2i]Nd 71d saint eii l7 3nss wag o aw N Q m ILII F= - WEU Q u Q Z uj W Z Q J W Z Q L L W W O Q Q 0 o 7 Zcr Q V W 3 PH ,< y Ww U 'u s7iww tt arc adJ a -t~�� wU >•d Wwa 3y� � U- 40 �7D� 7mZU ,nq W JaI� �lyaau g ffw 4§LLQy�,�� Toa 5�Q3m° OuK�Nm N�3 w, affLLq�uaZa..W°rc�°ix�opx�� �o�eYu wo�g�o[fo3 5����a�p"�awUau ow az'1u3n1 Wa LNa0�F 3� �w ML a�xz�pW� LL L(JZN mJ�mQUw mO °�w1WDO� Q mW Z�11y1 kuU :z F- Z J C Q QQQ [ a J�IpW� 4 J aglz LOM4L p OS Y N Z W N �4A W.OF Z�3m .�Wa�ZyOy �V a T.4ga WWrc;°u7�� Q �o s4� m�u Z ¢ F a J J J a a U 3 r° � V��°° b Q � uivW n:i. igi,ry.''UI' E®a -'� L�m�Y;� ui�wLLr pjmm4�=pL Uvi�viem v �00b ui rim m ip6 v m m m a o `m FBF F min Omn,rF bb O-,.,0 p b abb b b-iP _ o ai ai PVP v a z �U be -o,00 bo 0o wee vi.1 ice' r �ZNc000cbb000bcboi�bocbbooEbb U U m tdu ^ gem �� _.- V V V m id mw^_6,6,dld Int,t,t, cit, t, �G �G IG �G W wU t,4fN mut, N N N -�-- N - N-t, -t,-t,c- -r -`m-u 1NNN-------------------- u z Z'U N h N tv n vi rami n m ma. N N V N N N Q m b Z nL, b c c o v b o b oho 6 C 6 O P P P O N 0!U ^ mvi a<nin .P --of mai rnrn Nvi'^•• ai m m G;o �G P w zz boobo bbbob 000 b b 4, 4, U z pU V �d���e vie �m�d — .- ld��ro d � .- vim^ -N - W Na t,in ra=nt, t,in in int, t, L,t,int, N t,t,t, to P, fn V 01"i '---'-..^' ------------------- NmNb -Eo - N mm N NWo U Omnmul iot, d,-; dri 6 ^N:-NoN`P Gm d W ey h_ NO ioNNbN ri m P � a Bobbi` :-o m t, o 6m m �d�d tc �v ms`%mm-tom t, t, ^ v^!e mvmim � � co - - - - boo oo vi �Rro �R 00 0 oo'v iv a a pU O rd T m id vi nmld t2 1vm^^ vi m12^ v� m min in V V t,in n1 Y1 v1 mt,t, int,°t,t,' N.N-N V V ❑ C a n YPm Povi oh Yvm r 1i Ili c4t1 O G O nmP inn wPP mnmP nmvPuln w O w m u91n 55 wmt� h 0 ui m �p =a=m„N uq i� L �m .o '¢oo xo do a zo A3 �`-g Z �. 15 1'Isi1s1%3 OOOM W 3 PH ,< y Ww U 'u s7iww tt arc adJ a -t~�� wU >•d Wwa 3y� � U- 40 �7D� 7mZU ,nq W JaI� �lyaau g ffw 4§LLQy�,�� Toa 5�Q3m° OuK�Nm N�3 w, affLLq�uaZa..W°rc�°ix�opx�� �o�eYu wo�g�o[fo3 5����a�p"�awUau ow az'1u3n1 Wa LNa0�F 3� �w ML a�xz�pW� LL L(JZN mJ�mQUw mO °�w1WDO� Q mW Z�11y1 kuU :z F- Z J C Q QQQ [ a J�IpW� 4 J aglz LOM4L p OS Y N Z W N �4A W.OF Z�3m .�Wa�ZyOy �V a T.4ga WWrc;°u7�� Q �o s4� m�u Z ¢ F a J J J a a U 3 r° � V��°° b Q � uivW n:i. igi,ry.''UI' E®a -'� L�m�Y;� ui�wLLr pjmm4�=pL 6&'m 'n �8mg6 v �00b b m ip6 6NN m m m �d li�-, m m m m b em P P O Y Omn,rF bb O-,.,0 V T} b abb b 1n in6 6 ova omen t, N 6 6 min N N IV N 1I - t, N N N Ill . -m - - - �ipt,t,ip m m V V tet2g.- �ZNc000cbb000bcboi�bocbbooEbb nnu�iw mmm 'hm a i"mmic ip a1 u• O) ipt, v'v 'PY N Y' O Y 2 OU id mw^_6,6,dld m W.6N �G �G IG �G W U m r t,4fN mut, Z. &- NN t,,t,N min Z. t, in U N h N tv N N N N cV n N N N N N V N N N 1V N N N m b Z nL, b c c o v b o b oho 6 C 6 O N Y N �F- FU ^ "�N N c ad m n ip 6 N �N ^^ t, m •- � o U obboobbbbb bbobb0000b F. t, boboo Z a p y U �riro� ide m eeeld � mro�ui ld ld t2 l2 �2!g g V!g W J t,in ra=nt, w a s N m t,7n in U [V tV V N V N N <V N N N N Vi v V N V N N fV N N N tV N U Omnmul `- b�V V V 0pimn ey h_ NO muiYnl.- oa inm�b r bob- t,oizbi.im'ocic moobbt, r- U 6m m �d�d tc �v vi ^.=o t, t, ^ v^!e ntev a-- �= � pU - - 0000c td a mR I? - - - - ooc oc .o tee ete - - - - boo oo vi �Rro �R ° - ooboo my wit, - - bbccb ld V 'm h min in V V m t,t,bqm V ^ V VVVVV 6N_6 - V V V V.N- N.N-N V V ❑ C a n YPm Povi oh Yvm Yen onn m w K wzo 0 and wOZU Y a a ea9d w�0 w V a h 0 ui m W w15-0 cZn t}yam/�y uq l4 � ¢ $ ¢3 L+ o ?0 tu� z nn G Y�z rtt M - ro ' a K" x a z a a v�> - 17nylc 1S1X3 313UON00 6&'m 'n iv :o n ` i7 i7 v :0 5om0;-- m m w m m m m m �d li�-, m m m m b em P P O Y Omn,rF bb O-,.,0 mb �CO b abb b i11 h PK P m 6 t, m N nI N [V N N t, t, NN Z. m N 6 t, t, -- m. t, N 6 6 min N N IV N 1I - t, N N N Ill . -m - - - �ipt,t,ip m NQ N .m�mi0m:- nnu�iw mmm 'hm a i"mmic ip a1 u• O) ipt, v'v 'PY N Y' O Y N NNt,in Nitlt,�'.h N N � ... N N ht,t, NYf N ....N-1-4 in Nt,N . b b. m Nip 1-N6N^� m 6'Y oo.;L 66 m b Z nL, b c c o v b o b oho 1L f. 6 c b b b b c o in iv rd s .d ed .d ra c6 �4m N c ad m n '' e m cd lc � cd o V NN' N F. t, YYm YPNoh NPPgm U vau`�i on ru L? na vm m 5 u'7 o U '05 w o W J m uoi u w a s N moi 5 y "oN %on �3 x4i .o« e U 2 U Z o p Z U Z NO l8 ONOO MOIIOH v/; S6664;NOIIVZIbOHinV d0 RV31JU830 IVAO'dddV 301M31V1S VOI'dOId w+ryxiuroero uramw amaulxma�ax3rrwwwuswaimwr-m � J� Sl3NVd WilO1S Wmnw oiw�w�uulrxowav+'u+ourxux- O b WOO"JN IU33 NIJN38lD'MMM .'x'avwxxr�xxWxwlwumnWmv. O 13315 03ZINVAIVE) e6pZ R e6ZZ ur.maw�wwannmvex.o.w rnxcwx. O Z90Z-L6f iL9S1 �XV3 BBEZ-L6E iL95) Iv mwxwx ixMw+u.lwaowaw ows+muswl 464££ 7d 'NO1wL! woos Z986-ZTL (19s) U) a.IVMHVIH 31X10 HITJON LV" y5 Q O 604EE l3 'HOV 19 WIVd 1S9M _ SJ33NIJN3 JNI1lflSN00 DVDn VNNOO obSt - Q a SNI"3'dba2ldNN39'�NNV2id S2i�LLnHS NVDI2l�Wd:��d sannl elf ro 3551 N1$ o I 31tla CNHJ NMNO SNtltle13L v x- 4 - W � u <1 LLJ Z � � Q W � U) (L r U1 4 LL Z Q J UZ -2: �4 Q IL Q t W N W m d N Z uo u ZY U~N_OC Pv1Oj� O�LLL OQ Yl yJppl�W 0�029 JUQU O 33 u a W� i pIUU L .` R•NUU [w00a�do w< NZXW2wp,z� 3 ,Ey�Ij�U ��OJfOWa� S3��QLLbwQU�=§�� 3�W 3QO to m d�o'P�j V �Z�ZZ J .t')ZIC p'^Z�F.l1 O a6J1 YW~i JUiZ�JQIy ayw1'4`o�ufl'u� ai z fL33U3>9 3WU all ui u�.cwLLr Op�roalQ.pO (a. 6 m <V 'P b. b . r C.m9Nr .7 toN P nmm NN Z. N.0 PSP t7� N'rP-'m N,m O. NIS fpm Nbw'tl LLiY Pel � mm'.m m t7 t7 6Z.inS-66.bb' n;fcm' inbbbbb' o.( bixin )(1bN N fn it. Zn in i(IN in m in Yf N Nh' ' NN N - - raid - - -- - - vi N���lmui .dwm in ip N f ia. 'm i. m at i` N r N l7 P Oi n .d .dry 01 r .d m ul Y to �f-•T mmmm P Nm m �m N Yl7w I�N'P rt•l �o7n ", mat m to bd 6.m mbbbd bbl ��Ic bbbbb'va�H . v^ w m..d .d H`.m-.m- N N N =,m-• - N h N N N N N u d� maim mm m.7 � �T P'.,,i'•1 i7�i0 'P �'�1� m1� Pb e-1�h � eDF N •P YINCOP �..j .H wl �' �^m m.d vi .d of bbbbb bbbbb rir6 bbbbbb bbnN;c .Gm'.d N.dm.d lri� �O(y b.G bN.Gb V7b ^.- N ul hNh inhhin N inrvN N NNin N in h h �N N.d.G N.N---•N ^N—.N-N P�uNip na�vNi� nv v5m PPv. P Pm m S "mcpl gSg p� Y dY p 7 S "p' F j 6Ua U 6U uq 'Eb W0 1 2a gp m z �g "o ><o C W F XO l8 ONOO MDIIOH Iltllxxllj I.xx.14 WVA U N h P P t'1 h P .•. �a NNP Ot'1 'oin .n :•Io :-v Nb fi. icy �IU Z� ovrromnni .. nin � Z bbibbbbbbbb bvbi 'v-ou.q' 20 bio m a bbbbb. tbd mb o�wb G U ` m .d.^.av m m mem w U^NNN � � N.'v� � .. m NNS N N N m N ui ui� vi Z U N m Cl ti ,d h P vi m iD P of m W in N Ki o .� IA D 6 .n Y V G N N m m b .- j. c4 6 n rn N.d a O r P m Q W i "- b GG'O b td.. OOb bGG b y P IL. U z pU .d .o e.d ui .oa .d ui .o .d m vi n d� W w bbb. isb.bbbbbbbb'b N N 41 in h N Nin Nin Yl in in _ N ' ' 'Q U .N -N N r aN-.N- r.N-•� �N .N-•bN(ryn .4 O omr.ri vi m N N N N N rvim P<+i � a bbbbi. bb�N oio m ;.. Z; y b bz,6: b61b- 00 i0 1` mbm �Z b bb obb bbb bb - Z O O b n b O b 0 0 .o.d vi "u. O O O O O .d mai ui b O b ui .o'o'eui m in in min LI in min in in N p C QN Dam<Pm J mN �<om�MQ N o Pm n t7 .<w min inh r 1 p p m N 1 z Y m 5 3 LL U m p W Z OV mad Y m x 0 ww N x d 0 � Pam o PQ �• ��o is 'lonals 1SI%3 DOOM W N W m d N Z uo u ZY U~N_OC Pv1Oj� O�LLL OQ Yl yJppl�W 0�029 JUQU O 33 u a W� i pIUU L .` R•NUU [w00a�do w< NZXW2wp,z� 3 ,Ey�Ij�U ��OJfOWa� S3��QLLbwQU�=§�� 3�W 3QO to m d�o'P�j V �Z�ZZ J .t')ZIC p'^Z�F.l1 O a6J1 YW~i JUiZ�JQIy ayw1'4`o�ufl'u� ai z fL33U3>9 3WU all ui u�.cwLLr Op�roalQ.pO (a. 6 m <V 'P b. b . r C.m9Nr .7 toN P nmm NN Z. N.0 PSP t7� N'rP-'m N,m O. NIS fpm Nbw'tl LLiY Pel � mm'.m m t7 t7 6Z.inS-66.bb' n;fcm' inbbbbb' o.( bixin )(1bN N fn it. Zn in i(IN in m in Yf N Nh' ' NN N - - raid - - -- - - vi N���lmui .dwm in ip N f ia. 'm i. m at i` N r N l7 P Oi n .d .dry 01 r .d m ul Y to �f-•T mmmm P Nm m �m N Yl7w I�N'P rt•l �o7n ", mat m to bd 6.m mbbbd bbl ��Ic bbbbb'va�H . v^ w m..d .d H`.m-.m- N N N =,m-• - N h N N N N N u d� maim mm m.7 � �T P'.,,i'•1 i7�i0 'P �'�1� m1� Pb e-1�h � eDF N •P YINCOP �..j .H wl �' �^m m.d vi .d of bbbbb bbbbb rir6 bbbbbb bbnN;c .Gm'.d N.dm.d lri� �O(y b.G bN.Gb V7b ^.- N ul hNh inhhin N inrvN N NNin N in h h �N N.d.G N.N---•N ^N—.N-N P�uNip na�vNi� nv v5m PPv. P Pm m S "mcpl gSg p� Y dY p 7 S "p' F j 6Ua U 6U uq 'Eb W0 1 2a gp m z �g "o ><o C W F XO l8 ONOO MDIIOH Iltllxxllj I.xx.14 WVA a U NNP Ot'1 O'a1m mN Ui Yim Yl P Ot ai tp � 0 m.01� r F - bio m bb o bbbbb. bbo bbb z 0 V 'c ,m..�� ' P n'' m .dm'' _ m .d.^.av m m mem m ' vi.d.o m 1 U m U hr)n inNin r aN-• ^ in NPn ^ N L. ofhh'v. N a2 �! aN- in :9 .n v.NNin .N- aN- N .N-• vl v. aN- r r m m'amoN'QO,^iV r m W N?'nwb �r Yb e - Q HU mn.d c � ���m ��I� � � �� •r�tal., � �Z bbb. isb.bbbbbbbb'b b.bbbbb bbbbb p U d U vi m ^ v F .d .d ro .d N y. in in in N in N N N N N N N m in .fI O Y D• � O O m N N O ul 'p [n i.. ,.. ',n V 2 C C r e Z; y b bz,6: b61b- 00 i0 1` bGb Gin 4 c Z O O b n b O b 0 0 .o.d vi bbbbb 6,66eui O O O O O .d mai ui b O b ui .o'o'eui � VI U m Yf N N ' N^ •- mYlN in- amm- min inh p G J P P m Y< N h m Y vNi Y Y Y xNf m p W Z OV mad T Z V m U U raa� W N U ply ww N U Pam wv.m R z� O t'a clz xO Jz •"3z .,;. a d` z KO Buz ionas 1SI%3 313HONOO W N W m d N Z uo u ZY U~N_OC Pv1Oj� O�LLL OQ Yl yJppl�W 0�029 JUQU O 33 u a W� i pIUU L .` R•NUU [w00a�do w< NZXW2wp,z� 3 ,Ey�Ij�U ��OJfOWa� S3��QLLbwQU�=§�� 3�W 3QO to m d�o'P�j V �Z�ZZ J .t')ZIC p'^Z�F.l1 O a6J1 YW~i JUiZ�JQIy ayw1'4`o�ufl'u� ai z fL33U3>9 3WU all ui u�.cwLLr Op�roalQ.pO (a. 6 m <V 'P b. b . r C.m9Nr .7 toN P nmm NN Z. N.0 PSP t7� N'rP-'m N,m O. NIS fpm Nbw'tl LLiY Pel � mm'.m m t7 t7 6Z.inS-66.bb' n;fcm' inbbbbb' o.( bixin )(1bN N fn it. Zn in i(IN in m in Yf N Nh' ' NN N - - raid - - -- - - vi N���lmui .dwm in ip N f ia. 'm i. m at i` N r N l7 P Oi n .d .dry 01 r .d m ul Y to �f-•T mmmm P Nm m �m N Yl7w I�N'P rt•l �o7n ", mat m to bd 6.m mbbbd bbl ��Ic bbbbb'va�H . v^ w m..d .d H`.m-.m- N N N =,m-• - N h N N N N N u d� maim mm m.7 � �T P'.,,i'•1 i7�i0 'P �'�1� m1� Pb e-1�h � eDF N •P YINCOP �..j .H wl �' �^m m.d vi .d of bbbbb bbbbb rir6 bbbbbb bbnN;c .Gm'.d N.dm.d lri� �O(y b.G bN.Gb V7b ^.- N ul hNh inhhin N inrvN N NNin N in h h �N N.d.G N.N---•N ^N—.N-N P�uNip na�vNi� nv v5m PPv. P Pm m S "mcpl gSg p� Y dY p 7 S "p' F j 6Ua U 6U uq 'Eb W0 1 2a gp m z �g "o ><o C W F XO l8 ONOO MDIIOH Iltllxxllj I.xx.14 WVA Ln td IVAO*dddV 30IM31V-S VOIUOId iul ioxirµn °- '~ N 't . ..- Q 41hh mm N ri (tom >U 11-- O SBf6q NOI1tlZItlOHlfltl i031tl01jLLL137 M3NVd WUO1S nrcaWlsmldlax vxriwiu.om H 1-U Z ry O O O o 0 0 o G O N 0 0 OI M N ' WOO'9NIL133 NI�J N391�'MMM Z9BZ-Lfif (L951XVj BSBZ-L6f (LSS) 19315 03ZINVAIV`J ebbZ'B e6ZZ mnw�i.di iwvw aum lwwvurix wgau O W c R. O O o C G G 0 a y{ a L£b££ -icl 'N01.b23 %009 AVMH�OIH a1XIO HILTON 4bbb Z886-ZIL (195) 500EE Id 'HOV39 WIVd 1S3M Y7h NNN N eN-�Olmmh NOCIOb 112 N N N N N r b t0 N: -r eC�v'v'vl z�Ip Ul v Pm N_ cV N_ N �Nr h vmm m .. �l i7NNi1 Oif)IV mof o I SH2E NISN3 oNu-inSNOO OV01! VNNOO ObST _ , h O � � >?' 'ONI"3'd'OdaVNN38'151NVH:J S2i�LLnHS NVDI'd]WV o mrlbh saml 31J 13 3nsnIN1 31tlU ONHO NMUG SAUVW3N a W U' z aw opo 00 em�em 0o a3�m m �2 �roP UA J00 m 3 d? r ZJ WW Q L N W f1 LL J V Z UJ= J QQ� t W W � A 1-Q OF ZW X �f JI JIW m� Q ~ � �V W 1•d WWQ JI '7 yIC r WJJ aa S S w pppo O W ILi XWftup �11 u Su INaZZ��� aw006 Huji y JJ�I JIQ UI Q � Qn�d�=QW Z C(% �w QWWQ�QI�W -Q�ZQAA {yQQQ�QV. W =� °WQZd�~`WJ �ZUWaGWT�pm ~� O,jm§6ZF•wLLNf WVm �'Ww lal�3L ppqpq Ward'§ ppa �QWO ��WN�NI 3> Q2'L = W 3 a G-s� O O�J=0U� �I=%a J;�Z�WFF� �.. Ua WNQ Ji-�LL�ua4�N� a W aWti�J i a -U 3 m�3 °�",o4�a �..u. ay y zoWu'LLIUwa4=ri U U =YwP Pal=v 'riM m bn v ' of m N 't . ..- Q 41hh mm N ri p >U 11-- N ^sO61 ,- � h m iO rapN 1� �d �G UI N PN i0N P z� i0 N Uzi OlmO O! • H 1-U Z ry O O O o 0 0 o G O N 0 0 OI M N fD m m m O z O U O C G G O C C Y -R R. O O o C G G 0 a O77777 NNN NN NNUIN V ^2 ^N Y7h NNN N eN-�Olmmh NOCIOb QU N N N N N r b t0 N: -r eC�v'v'vl z�Ip Ul v Pm N_ cV N_ N �Nr h vmm m w P �l i7NNi1 Oif)IV mof N ar�16 r.. W h10Mv _ Oi IL i0 m O � � �U'^�',."�m Omq NN � oiri hvi o mrlbh vi v 'vi a W U' z Zry OU opo 00 em�em 0o a3�m m �2 �roP oc cco t2m a �� NNi�a, ;,� � �2^R-i O i W W U NNmNN N uIN NKI N NN Nin N ull"al in OU U mevi�c Id��mld �2 r r n �2 m I` e N U d m mm O m t0v _ - - in in in in N hNUIPm N N N N N N N N IV N N N N N N N N^ N --Yi�f- f V N N n n n N N— N N n N 4f n n NNNN - 4 m v 2n :- Yl ❑� G Cl e G IO A i�l S G C �- G ' J Z o o O G G o 0 o 0 0 0 O. mm^ � zpU---- N.. vaa im _ Yl . N N N- -e vo N- N Z. Od wNI P V Yl h❑ `� v v h� m m P C N O m m m P P� O J Z N o 0 0 0 1� 0 0 0 0 0 0 0 0 o O COC 0 0 O O C O O Z OU aU m .-NiIINNYI U znm^mN [V N N N ry tD ^ •- •- N�n�nNN N N N N zV m mm •- •- NNintnN N N N N N W W m ❑ N t7 P V N m m Q W Z ._. __.O W_U2--i. _ �.. (U..._ v. N w N U �w ya }W 2 L.. :1� x O xa ° a0 I„y U� b O » x0 st '19nals (300MLSIx3 W W � A 1-Q OF ZW X �f JI JIW m� Q ~ � �V W 1•d WWQ JI '7 yIC r WJJ aa S S w pppo O W ILi XWftup �11 u Su INaZZ��� aw006 Huji y JJ�I JIQ UI Q � Qn�d�=QW Z C(% �w QWWQ�QI�W -Q�ZQAA {yQQQ�QV. W =� °WQZd�~`WJ �ZUWaGWT�pm ~� O,jm§6ZF•wLLNf WVm �'Ww lal�3L ppqpq Ward'§ ppa �QWO ��WN�NI 3> Q2'L = W 3 a G-s� O O�J=0U� �I=%a J;�Z�WFF� �.. Ua WNQ Ji-�LL�ua4�N� a W aWti�J i a -U 3 m�3 °�",o4�a �..u. ay y zoWu'LLIUwa4=ri U 'a' N P O m v m N m n h m N UI P P^ m N 't . ..- Q 41hh mm 1� . Y 4i f0 rm a>a> I -m4, h v b o'hP n5i ion `D tOmrn H 1-U of v v 2� �UNmm Z U) l�mh NO6 UIm N N N N N ii it m in O C G G O C C Y -R R. O O o C G G 0 nj m in N N N `ONi Q M nmz 4 O N Nell N,[I N U N N N N N r b t0 h NN _ hin in in fV N _N N_ N_ cV N_ N -1N vlN V fV N N w v ari �cdr P �l i7NNi1 Oif)IV mof N ar�16 U h10Mv _Nmmb m Oi IL i0 m � r. 16 mW M _ i0 i7m Omq NN C V'N ip Oz m61 -N V,'O Oop ID 6 N6 fV N N N N (Ni � •- N N-- N N N ^m a Z Z ry o o at iv of 00000 0 00 o in o 0000 000 co OU U mevi�c Id��mld �tti�mmeldm •- -- mac ��mui ui •- •- e N -•- N -q N N N - Nin N ul U] N l N N _ - - in in in in N Nin N ill N N N N N N N N N IV N N N N N N N N^ N --Yi�f- f V N N n n n N N— N N n N 4f n n NNNN - 4 m v 2n :- Yl ❑� G Cl e G IO A i�l S G C �- G ' • V OmnmN mmrl (V uz ��OI9m � ���Oi mm^ � ^ 8g ' vaa �� ❑ d��rr mZi n0 S oo O g Uz � w� x 0 8 U Z N o 0 0 0 1� 0 0 0 0 0 0 0 0 o O COC 0 0 O O C O O Z OU aU m .-NiIINNYI U znm^mN [V N N N ry tD ^ •- •- N�n�nNN N N N N zV m mm •- •- NNintnN N N N N N mmbmld NNNiil4, lV N N N mU)mmm NNiIINN N N IV lV r 0 z G a M Q P UNI t7 P V N m P P N (m P V N m v< n O J w � W Q U ,..a ❑ ma W O m Y U N w N U �w ya W U wi OU NN Ij WLL �7W43 N N(L}ivN �{] a a7 n U 1VAO'dddV 301M31ViS VOMOl3 nnmu+txal6xaxv Lxat6a6vwoLsvxxxm S G G P N i��n ul i6 4�in bl it fah OID NI6 f6 miM V'OI I� SBE6#:NOIIVZR10Hinv i031V01311w3O N P a7 t� xauow'n:wmuo"t'nlwm'•ma.`"'u'^ O �U Nmmrn b nvl •ri Pt•i tri tri DllI YfNM WOO''J NI1d33 NIO N3813'MMM Sl3NVd Wi1015 13315 O3ZINVAIVJ -64Z 'd e62Z 3'+ooww:a ir+weo3 x�+ry wuau Q Stu to ttiv tc^^^oi :c t2 :2 trim 2 '� a� m m tri ^ Z9w2-L6E 1L991XVd BBBZ-L6E (L9S1 LE4££ 1d •NOlV2d VOOH Z886-2IL (195) Yl N YI O N! (V ! tV xl?w �tiv urxr O U N N! N!! V `- N!! O!!!^ `^ P i6 N h lal O m n 'o N AVMH•JIH 31XIO H-LMON L"tl 60bEE ld 'HOV3B WIVd 1S3M (� ^ IV iDm G`m6mYial P�IV a' 3 S2i33NIJN3 JNI1-inSNOO OVOU VNNOO ObST O d . Ln W = 000ao ?9 oocoo- ONI 3'd OQ2iVNN3H'INNVL1d SZ{� �-1 nHS NdDi��Wd 11d SO///lL Bld l0 3fIS51 wNl 7�7^ v cvwvwaa§ O O n ao :ri iria m:nUl �Noain OU NN Ij WLL �7W43 N N(L}ivN �{] a a7 n U ry vMm vtai t�+tGai S G G P N i��n ul i6 4�in bl it fah OID NI6 f6 miM V'OI I� Pm�1�NCl.- N P a7 t� m h 16 N p r �U Nmmrn rtti xiPn nvl •ri Pt•i tri tri DllI YfNM � Z ty O O O ip O O Stu to ttiv tc^^^oi :c t2 :2 trim 2 O U m m tri ^ - m.--- P -- N i6 h Yl N N N! Yl N YI O N! (V ! tV H N vl N N W U N N! N!! V `- N!! O!!!^ `^ P i6 N h lal O m n 'o N a� U Z (� ^ IV iDm G`m6mYial �,^_m 6 P�IV O d minty GOl ON W = 000ao oc c om oocoo- m rV er-� h OOrm< 0 Z¢ pU t6 w:v tri m:d iti.c :ri iria m:nUl �Noain O GOOD GG GG O hpU 16 tri rG i6 - t6 b. .tri. Yf t6 tri tri tri!2 N m Ntri mb M i6 bmmm Yl h N U �N �l�n2 c2���!!� f6 Yl i41 N N (V tV N N Yf YI tV N N N N U iD N- .- oao niri ui�ml: �.-G trip 0Yi 'O iaf �-G ri�ui am U U O mrm�[j c 'O O a �U o0cc 5, m :o tri oNin vm ^ .=o .61�mr'e�na6 r r oc'Ol .i6-eN_.N r :-bocoin mmm mmm mmtri mm 16mh`O m.: a pU mm —m boo to o o c c m o o c m o o m o 0 0 Z pU h Yl h h N Ml N N i6 i6 N Yl Yi q i6 N U!-!!N!!N!N!-!!-!!� i6 i6 N h ^�o it, N m ul `o Z OCmP aO atn vvrvio n c ca N Na PPtn cn m `P vvrvi LuLu J H N 2 Z LL Q U U w W U d F a g =a O w t0 �e m w U m Q Ow w� Cy ,:,a wu mZOm lonwls '151X3 3132iONOO 1 �a 0 �� x ax jo ap _ �a3 LSIX3 OOOM w � N Pq. w UO QO QO� U'a xLLlw Q� g S OO vi�m�wLL p PPauw HE, a�oomo Ym a0 ==00 wzi�uel� �O:Nw- �� 23U33QRQ' W�" LXITA pf5i OU �uygyJ'�¢w u uU d��OE 5wLL��¢pU�'Ti,L 77,� l� a L ZW I{7I " . OQmZX�QU��W�� $ 3 a (n �S 4wwaU0 3w DOLL, -"e a�0 °� cl =IS�WO•�iLL�I(�Iyy��4 J� _aylZU� �LL Of Z "LLQ C�LR To;, "w 3�QZU"LL�JZ LLm Z 0 o�Jyi � - z " Z,Om�w�000w O�'4y �3 3>=�"w0 — - --- v"cu"o 'Y U �{] a a7 n Oi r tG tG Q tri h Q tT r tG h P S G G P i��n ul i6 4�in bl it �t`cl ul 'v �:-o vi6 '� ^i6 oul U N P a7 t� m h 16 N r h P P a7 O m n m P N O^ m m N [L Z ry o UIOQ G GOON DllI YfNM OOGGN OG OGG �d UU a u2�o Stu to ttiv tc^^^oi :c t2 :2 trim W trim NIQ U m N N N N�2 N N N N N N^! N i6 h Yl N N N! Yl N YI O N! (V ! tV H N vl N N i0 Ial N 1� - P i6 N h lal ? N m Ih a� U r N<N m � �w 6j.: P N O?pmb �,^_m 6 O d minty GOl ON t. NID Ul 6lNmG btq6f !- �U mtriNGN m rV er-� h OOrm< Q �� r G PlIO ZNOO41 i6 O] O GGOG OGOGi6 O GOOD GG GG O hpU 16 tri rG i6 - t6 b. .tri. Yf t6 tri tri tri!2 N m Ntri mb M i6 bmmm Yl h N U 9 of Vl N tV N N r w N N N N N N N N i6 i6 Yl Yf tV N N N N f6 Yl i41 N N (V tV N N Yf YI tV N N N N W N' G Om a6h 0Yi 'O iaf �-G I6 ialM -, GOrOf+ U O mrm�[j m �� � Ot � O'mtC tO tp 01 tD tG ^OI a-��i-r_M1 r r oc'Ol .i6-eN_.N r :-bocoin r aP-' --a--o m.: tc tri "o tri tri V tri! z o C m b 'n boo to o o c c m o o c m o o m o 0 0 Z pU mm t0 w2 bmlmm m nom^ m r• mm 12t2 i6 N N YI ul N in i6 i6 N h in v, N it, N m ul N �'n ul 'vl N ! N ¢ C G m N/ m P P h M P P h O M N O P P h Cml P Q N O N v P ail (O+ p J H 2 Z Q U U w W U d F a g =a T Z 1- ,x O^ m L x O lonwls '151X3 3132iONOO a•1 t+) tri N P,Y Q Y m io i�N b i`' Gain in 'v oi. i6 PNt7 rhP�V'N rtO tN Yi td t1 hNti�c bib n,in ;-o �;-,m boal i`iN of of 'mni� N c m W m �2 19'N rn td v P �2 tri r W mHry N Yl i6' ' i6 YlNhN i6 N' N r Pial m 0A a r t7 N a66 f, N 6 t- ''•i6 ial b'h 61 mmPYIPNN N Y P p IV A i7 �• p{N m N m^ 'v N 'ry I6 lal iri �lI t7 O 9 rC(O P tai to A Yi O to M O GImn N Gni OK-?fOm �.,N OD O3l1 i6. m m -d ro� e n^ td r tri v to iR i2 Gtd � P � O1 6 6 � h " N N Nib Yl ` 46 Y1 6 N i6 i6 i6 Yl i6 i6 i6 i6 N N NN N N N • N N N N tV N fV N N N N N N rm 16 rtom �mm mm Id Gi6 6 iV IN q 'Ol m i mx. m w NP-w Nla1 �� to Gm r b�Prd 'Orl 'm i6 ,ION G Palm Ot7 <N� n IV Pal oco o P Nm,^6 c0000 00 'm b m && . tri tV O m t0 tG ^ tG tri m_ .- � ^ Ql N h �'6 N N ltl N �n Yf N ry s a: a•• a x N! N tV IN lV !!!!N P P wl r t' 1 P Y11 R;41-1 U W p N 2 mILZ m0 2 S t g OZo U WOV P. 9�z� iy"� WwU a 8 d4 m Z ¢ R W ONOO MOIIOH slaxxd x6VL'ZZ LOOOISW-SOl34of SOONS61 6-104S u P6y