The URL can be used to link to this page

1112-1114 Scheidel Ct (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING rtificate of Occupancy 1 l 12 Sc -N e► E)07'(- Slab Tie Beam - -1 805 Footing Slab Tie Beam Lintel Nailing/ Sheathing Q Framing ,lu Insulation 8e(. o Building Final Drainage Inspection: Pool Permit # Roofing Permit # ELECTRIC Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Inspections: Steel Elec./Grounding Inspect: Nailing/Sheathing Type Work: Phone # Phone # Date Issued: I MECHANICAL I Piping gh echanical nal IA4 i, _DPL�(_ 24 l — t ZZ 1 �5-I--D5 I Final Final El Final Fire Inspection: Failed Inspections: Date Paid: �— i -S!r'• 1r J °f. pppp PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH A] Job Address: 2 Owner's Name: c Address: I I I z t Legal Description: Fence Contractor: Address: City: Block Number: _� Lot Number: -S/`L .1 Type of fence and materials to be State: CITY OF ATLANTIC BEACH XCE PERMIT APPLICATION .TION. Date: Phone: 2..69 - n(nt-) l� Zoning District: Cell �3r - 7 e e Phone: Fax: Valuation Of Fence: -5 -6!i • G D ,Interior Lot Corner Lot ❑ Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Tree Protection:NO. Applicant certifies that no trees will be removed for the installation of this fence. LYES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follov all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height ind all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or dr inage easements without written permission from the Utility and/or Public Works Departments. Fences shall notl restrict any private easement.) Address and contact information of person to receive a''lllc^corre��spondenc regarding this application (please print). Name: LE pn\ I � n-1 A n L �il--C(XVt?' Y L- 0 Jm 1411 Mailing Address((: � ` Z 1 C l Phone: 2Aq " OMD I V Fax: Page 1 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 241 E -Mail: 1 A, Florida 32233-5445 • http://www.ci.atiantic-beach.fl.us Revised 3/04/04 I I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions o any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of c nstruction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: �X AS TO OWNER: Sworn to and subscribed before me this Z CA day of State of Florida, County of Duval VNIM L pok - IM of Fwa COmmbsion ! DD M01 BMW 8 No*" NOCIVY Ann. Signature of Contractor: AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Page 2 Notary's Date: 2 O 20�p ❑ Personally known F- Produceo identification Type of Identification produced day of Notary's Sig ❑ Persona] ❑ Produce Type of 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Date: ,20 ly known I identification dentification produced Florida 32233-5445 • http://www.ci.atlantic-beach.fl.us Revised 3/04/04 Job Address: CITY OF A C BEACH OWNER/BUILDEOR AFFIDAVIT CHAPTER 489, FLORIDA STATUTES, PART 1 ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), STATE LAW REQUIRES CONSTRUCTION TO B APPLIED FOR A PERMIT UNDER AN EXEMPTION TO T OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN LICENSE. YOU MUST SUPERVISE THE CONSTRUCTIOl, OR TWO FAMILY RESIDENCE OR A FARM OUTBU COMMERCIAL BUILDING AT A COST OF $25,000.00 OR OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LE BUILT YOURSELF WITHIN ONE YEAR AFTER THE COT THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN AN UNLICENSED PERSON AS YOUR CONTRACTOR Yl THE BUILDING CODES AND ZONING REGULATIONS. PEOPLE EMPLOYED BY YOU HAVE LICENSES REOUIR LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROV OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK BUILDING PERMIT AND PASS ALL NORMAL INSPEl PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE_U UNDER "DIRECT SUPERVISION OF THE OWNER, WHO M PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DC SINCE OWNERS MAY BE LIABLE FOR INJURIES TO SUGGESTS WORKER'S COMPENSATION INSURANCE BE POLICY TO CLEARLY PROTECT THE OWNER. OWI` SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AM THEY EMPLOY ON THEIR IMPROVEMENT TRADES. SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATt NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY c THE FLORIDA "CONTRACTORS CERTIFICATE" TO AS( TELEPHONE THE BUILDING DEPARTMENT (247-5826) IF I HEREBY ACKNOWLEDGE THAT I HAVE READ COMPLY WITH ALL THE REQUIREMENTS FOR THE ISS rt1i� V4 Nolary Pablo - oft d Fb" CommUt m Expiilut Fab 14, I CommWsion f DD 518M Bonded 8 National Nota Am. b SWORN TO AND SUBSCRIBED BEFORE ME THISC;'?UQ NOTj MY( NOTE: PHRASES UNDERLINED ABOVE. Date: ZS. G CONTRACTING" REQUIRES OWNER/BUILDER TO STATUTES: DONE BY LICENSED CONTRACTORS. YOU HAVE kT LAW. THE EXEMPTION ALLOWS YOU, AS THE DNTRACTOR EVEN THOUGH YOU DO NOT HAVE A 'OURSELF. YOU MAY BUILD OR IMPROVE A ONE – DING. YOU MAY ALSO BUILD OR IMPROVE A ESS. THE BUILDING MUST BE FOR YOUR USE AND >E. IF YOU SELL OR LEASE A BUILDING YOU HAVE [RUCTION IS COMPLETE, THE LAW WILL PRESUME OLATION OF THIS EXEMPTION. YOU MAY NOT HIRE iR CONSTRUCTION MUST BE DONE ACCORDING TO C IS YOUR RESPONSIBILITY TO MAKE SURE THAT THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL 'XCEPT MAINTENANCE UNDER $2,000) BE UNDER A IONS. THE ORDINANCE STATES OWNERS MAY ,ICENSED WORKERS PROVIDED SUCH WORKERS BE 5T BE ON THE JOB AT ALLT-jW—S WHILE WORK IS IN 3 NOT ALLOW USE OF UNLICENSED CONTRACTORS. CERS THEY HIRE, THE BUILDING DEPARTMENT ;RASED UNDER THE HOMEOWNERS INSURANCE HIRING WORKERS BECOME EMPLOYERS AND FORM 1099 REQUIREMENTS ON THE WORKERS ) UNDER ANY CIRCUMSTANCES. OWNERS BEING NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS THE COUNTY "CERTIFICATE OF COMPETENCY" OR ;THIN IF A PERSON IS A LICENSED CONTRACTOR. DOUBT. ABOVE DISCLOSURE STATEMENT AND THAT I E OF AN OWNER -BUILDER PERMIT. so,co `r OF, Y NE q (PA k UNIT 3 0 OD • W Y Y ' UNIT 4 ` 11 FOUND REBAR n cceNSF I (140, READ) 74.35 (N82'55' 37"E .,'4: SET 1/2- ,8041 N8275q- 3Q E�...r- PIPE (1a 3672) `� CRETE Q Z DPAD ('11 0 32 3 x N ME , N TWO STORY FRA NO 1112 o U! UNIT 5 RESIDNN� FLOOR `z CONATIO COWIAON 32.3 71- oIE %454! 4 30 -74 SET 1/2. IRON Q f LA PIPE (LB 3672) S8 5 (74.36 FIELD o E J Q J _ RIWO Np 11114 `�°- vo J car UNtT 6 C�,CRETE 32.3' CDNCRETE STOOP OCONCI N - O PATO v A/C G� — 582'54' 30 W SET 1 /2" IRON (SBS -- PIPE (La 3672) J_ 41- UNIT 7 UNIT NOTES: AMOU1 i 1. THIS 1S A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. X J 3. BEARINGS BASED ON SOUTHEASTERLY LINE OF LOT 5 D �+! BEING 58254'30"W PER PLAT. 4,37' 4. BENCH MARK USED IS NORTH RIM OF 36" STORM TH MANHOLE EAST OF NORTHWEST PROPERTY CORNER OF LL SCHEIDEDL jCOURT SUBDIVISION. ELEVATION=11.92 (NGVD FL 1929). Al DC THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL n11IUMCD .iOnn'7r, nnnl t1 1?G11nCGt1 A0011 1'7 7, 22-0! DRIVE 0 CLEA14 f Ali 0 N ii a U N W ..4 o OD.o . ©0 rn SE -1 1/2. 'RON PIPE (LB 3672) j O �P J a LA O O om 2 WAFER METERS SET 1 /2 IRON PIPE (LS 36 72) anp Zoning Deport nerd PRO low with appfie" a Ing, aubdi to and other local land regt ,but does not constitute for ow as of permits. Compliance and all other applicable 1111to" and F permitting requirements be veAiRad Sig ature of the City of Atlantic ponllly. 1KNX �� a of hrlo+ or. ,.� Y Fllrle SURVEY WAS MADE FOR THE BENEFIT OF )Y & LATARSHIA SMITH; BEACHES HABITAT; RIDA HOUSING FINANCE CORPORATION; )RNEYS' TITLE INSURANCE FUND, INC.; AND AH00, BALL & McMENAMY, P.A. n. i AMOU1 i a CONCRETE VE 22.0' X J D �+! 4,37' uNOERX IELD) ELEc J 0 N ii a U N W ..4 o OD.o . ©0 rn SE -1 1/2. 'RON PIPE (LB 3672) j O �P J a LA O O om 2 WAFER METERS SET 1 /2 IRON PIPE (LS 36 72) anp Zoning Deport nerd PRO low with appfie" a Ing, aubdi to and other local land regt ,but does not constitute for ow as of permits. Compliance and all other applicable 1111to" and F permitting requirements be veAiRad Sig ature of the City of Atlantic ponllly. 1KNX �� a of hrlo+ or. ,.� Y Fllrle SURVEY WAS MADE FOR THE BENEFIT OF )Y & LATARSHIA SMITH; BEACHES HABITAT; RIDA HOUSING FINANCE CORPORATION; )RNEYS' TITLE INSURANCE FUND, INC.; AND AH00, BALL & McMENAMY, P.A. n. i Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner i(OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 06-00032888 Date 1112 SCHEIDEL CT 6 X 8 SHADOW BOX FENCE FENCE PERMIT TO BE UPDATED 500 SMITH, LEROY & LATARSHIA 1112 SCHEIDEL CT ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged I 35.00 .00 35.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WifH ALL CTIT OF BUILDING CODES BUILDING OFFICIAL Contractor ------------------------ OWNER 5/03/06 ATLANTIC BEACH FL 32233 Plan Check Fee . . .00 Valuation . . . . 0 aid Credited Due ------ ---------- ---------- 35.00 .00 .00 .00 .00 .00 35.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA . ri `` \J. CITY OF ATLANTIC BEACH s ` J BUILDING /ZONING DEPARTMENT r� 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS .Permit Application # - 3z Property Address: G+E L Applicant: Project: This pe it application has been: Approved Reviewed and the following items U9 � r Cc: L. Fordns S. Doerr t� need attention: Please re -submit yo applicatio a these items have been completed. Reviewed By: -- Date: 7 S Date Contractor Notified: d-, kT11,1 Beaches 11 Habitat for Humanity of the Jack February 28, 2005 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 Permit Court: �abitat �onville Beaches, Inc. 1. A copy of the Site Plan is attached. This d cum our erosion and sediment control plan. 2. Silt fence installation instructions are attac ied. 3. Impervious calculations are as follows: a. Total square footage of lot = 4,070 b. Total impervious square footage = 1,892 i. Slab = 1,280 sq ft ii. Walks and drive = 612 sq fi c. Percent impervious = 46.5% for 1112-1114 Scheidel shows planned drainage and Please give me a call if you require any additional information. Sincerely, Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 Florida Erosion and Sediment Control Inspector's Manual FIL MAT SPACING OF POSTS M BE 6-10 FEET APART 2 FEET EMU BACKFILLED TRENCH FILTER FABRIC MATERIPI. SEQRELY FASTENED M THE PASTS Cit QF USM THE VIAE MESH APPROMWELY 0 DCHES CF FILTER VOOD OR STEEL POST FABRIC HATUMOL MIST OMNI) IMO A TRETBH AND BE AMC XD \ PITH CEMOMI) BAOGILL MATERIAL 10 VOLS oaTo APPROXIMATE 4 -INCH BY 4 -DCH TRENCH FABRIC FOR ADDITIONAL STRENGTH. FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX] MESH WIRE SCREEN VHICH HAS BEEN FASTENED TO THE POSTS AT ACHING TWO SILT FENCES PLAYS THE ETD POST OF THE 5FYU r FENLF - �— OF f frW M E FOTATE SON POSTS AT LEAST YR OELTS N A ./— CLOMME OF :I ON TO MATE A T04T SEAL VITH THE FAMM MATMaAL CNVM*n + OT R H7F VATERS 1 t i MVE BOTH POSTS ASOX is NOES NM TIE - H;p0i ATO tun' FLAP Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. 4-28 Chapter 4 - Best Manaaement Practices for Erosion and Sediment Control EXTRA 5TRENGTH FILTER FABRIC NEEDED WITHOUT WIRE ME5H 5LPPORT T"" 1 12" MIN. ;+01146 HT. PONDING HT. FILTER FAE RIC, ATTACH UIQELY TO UPSTRE kM 510E OF PC PST. RUNOPF All "OFF 4"xb" TRENCH WITH COMPAC BACKFILL STANDARD DETAIL TRENCH WITH NATIVE $ACKFILL NOTE= I. INSPE, STORM NECE55 2. REW TO AN � 5EDIMEI 5TABIL.1 3. 5ILT CONTOL Plate 4.06e Silt Fence Source: Erosion Draw 4-29 ALTERNATE DETAIL TRENCH WITH &RAVEL :T AND REPAIR FENCE AFTER EACH =VENT AND REMOVE SEDIMENT WHEN kRY. VED 5EDIMENT SHALL BE DEPOSITED JREA THAT WILL NOT CONTRIBUTE IT OFF-51TE AND GAN BE PERMANENTLY QED. °ENCE 5HALL BE PLACED ON 5LOPE Z5 TO MAXIMIZE PONDING EFFICIENCY. tK co Ov Ci - ��`` °" 0 0= •. 4 cnoov r� HDPE 0 0 10% X61+00 a oc 0 U _. �. U I j ° 99 f -F OF 18" Q ' ?PE®0.10` #1108 «.� #1106 S a ,� � p rOR TWO TOF Q f ` / �f ,�F \�F\ Y DUPLEX � % X12 F.F.E. 12.'. Iry 1104 \ e l° QJ Cy' <J' h,• .�._.____"X--.�X _"'`---+�XX _. -----,—X - X— X...-�-`,-.•.—X..,._ _X__......�._.X_. CONCRETE CURB SILT FENCE EXIST. S WTARY MANHOLE A--1 OUND 4"X4" , N RIM - X1.02 ,✓ a�x INV. NE 5.84 (6 PVC) CONCRETE MONUMENT INV. NE= 2.04 (6" OR 8" CLAY) (LB 3672) INV. E=1 80 (10" OR 12" CLAY) INV. SE2.15 (6" OR 8" CLAY) 58 LF OF 24" INV. Vf=-:: .83 (12" CLAY) l unor 4%n i nos TW�STO Y ' 0 ' ONE TORY DU LE 12.0 � c� DUPLEX N F.F.E. 12.80 FOOT SET U(D >- LL- O d • 4D a ��• a' I .g � , . .j�' a a a R LINE � °. L�.7' v` �•°, is m LLJ— `� 4� a. Ot� 2 Q 0 �1/� V � 2+00 34 LF OF 1 HDPE ®0.1 SCHEIDEL C UR ;TS M ° a n• LLI N N 44 'A�6j4IA , a —777,'A �te ° m Q� Lj001, 171 • ., :: .a. — — I a Um Q U ,a` Lv m — t\ I— Z x �p Q #1110 Ir #1112 #1114 �Ir #1116 #1118 r Y TWO TORY x DU LEX TWO TORY 3) F.F.E. 12.60 DU LEX F. F. E. t 12.40 —40 �-- 1 — —� N Li U tK SF 7'05'30" W 400.00' 10 _ _ ___ ___ �x CONCRETE CURB Z 10 N FirstSource Project Information for: J103533F Builder: HABITAT BEACHES Lot : 1112 & 1114 Subdivision: SCHEIDEL CT. County: DUVAL Truss Count: 12 Design Program: MiTek 20/20 6.2 Truss Design Load information: Gravity: Wind: Roof (psf): 42.0 Floor (psf): 55.0 Wind Standard ASCH 7-98 Wind Speed (mph): 120 Note: See the individual truss drawings for special loadinh conditions. n I-aam NO ebruary 23,2005 Building Code:FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonvill , FL 32244 Truss Design Engineer: Lawrence A. Paine, PE Flori a P.E. License No. 21475 Company: Builders FirstSource - Florida,ILLC Address: 6550 Roosevelt Blvd. Jackso ille, FL 32244 Notes: 1. Determination as to the suitability of these truss components designer/engineer of record, as defined in ANSI/TPI 1-1995 2. The seal date shown on the individual truss component drawi 3. The loads indicated on all referenced girder trusses are cons) provided by Builders First Source-Jacksonville,FL and dated and basic load parameters/design criteria are to be reviewed Otherwise, the Truss Design Engineer's responsibilities are Iii # Truss ID Dwg. # Seal Date 3�1 F01 J 1342744 2/23/p055 F02 J 4g FO J 1�334427748g 2%23/05 8 F0 J134749 2/ %01 7 F08 J1342750 2/33105 8 F09 J1342751 2/23/05 9 F10 J13427 2/23/05 10 F11 11272 2/23/05 11 F -KW J1 27 1/23/05 12 T100 J1342755 2/23/05 r the structure is the responsibility of the building -tion 2.2 must match the seal date on this index sheet. nt with the truss placement plan numbered J103533F 18-2005. Loads applied by non -truss elements J approved by the Engineer of Record/Building Designer. sd as stated in Chapter 2 of ANSI/TPI 1-1995. Job Truss Truss Type Qty Ply J103533F F01 FLOOR19 1 J1342744 Builders First Source, Jacksonville 32244 Job Reference (optional) ,Florida 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 17:01:45 2005 Page 1 0-1-8 H11�1 1-6-8 0-�1-8 ScAI! = 1:33.E 4x6 = 1x3 = 3x6 = 14 II 4x6 = 14 11 3x6 = 1x3 = 1 2 3 4 5 6 7 8 9 10 1 22 c `1 q12 19 18 17 16 15 14 13 4x6 = 34 = 3x6 = 4x6 = 19-9-8 19-9-8 Plate Offsets X,Y : 1:Ed e,0-1-8 , 10:0-1-8, Edge], 15:0-1-8, Edge], 16:0-1-8,Ed e zz:in LOADING (psf) TCLL SPACING 2-0-0 CSI DEL (loc) I/deft Ud PLATES GRIP 40.0 TCDL 10.0 Plates Increase 1.00 Lumber Increase 1.00 TC 0.37 BC Ve (LL) -0.34 15-16 >681 360 MT20 244/190 BCLL 0.0 Rep Stress Incr NO 0.99 WB 0.57 Ve Ho (TL) -0.47 15-16 >496 240 (TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 1021b LUMBER BRkCING TOP CHORD 4 X 2 SYP No.21) TO BOT CHORD 4 X 2 SYP No.2D CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BO WEBS 4 X 2 SYP No.3 CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 20=1069/0-3-8, 11=1069/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-21=-1063/0,1-21 =-1062/0,11-22=-1063/0,10-22=-1062/0,1-2=-1096/0, 2-3=-2741/0, 3-4=-3784/0, 4-5=-4314/0 , 5-6=-4314/0, 6-7=-4314/0, 7-8=-3784/0, 8-9=-2741/0, 9-10=-1096/0 BOT CHORD 19-20=0/55, 18-19=0/2066, 17-18=0/3391, 16-17=0/4150, 15-16=0/4314, 1 15=0/4150, 13-14=0/3391, 12-13=0/2066, 11-12=0/55 WEBS 10-12=0/1415, 1-19=0/1415,9-12=-1349/0,2-19=-1349/0,9-13=0/940,2-1 0/940, 8-13=-904/0, 3-18=-904/0, 8-14=0/546,3-17=0/546,7-14=-509/0,4-17=-509/0,7-15=0/223,4-16=0/22 ,5-16=-131/0,6-15=-131/0 JOINT STRESS INDEX 1 = 0.74, 2 = 0.88, 3 = 0.58, 4 = 0.37, 5 = 0.63, 6 = 0.63, 7 = 0.37, 8 = 0.58, 9 = 0.88, 10 0.74,11=0.73,12=0.81,13=0.88,14=0.58,15=0.42,16=0.42,17= 0.58, 18=0.88, 19=0.81,20=0.73,21 =0.00,21 =0.63,22=0.00 and 22=0.63 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss w' In 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 Woming - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P LGE This design is based only upon the parameters shown for an individual building component that is installed and loaded verti Applicability of design parameters and incorporation Mll-7473 BEFORE USE III Ily and fabricated with MiTek connectors. proper SI component into the overall building structure, including all tem responsibility of building designer and / or contractor per ANSI /TPI 1 as referenced b the building code. For general guide Y 9 9 9i9 ce regarding store e, delivery, is the rary and permanent bradn Budwllb ante erection � and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendatlon available from the Wood Truss C 6300 Enterprise Lane, Madison, At 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, ncil of America, 1 WTCA Canter, 1 yT WI 53719 Fi tr stSot 1 rr. . Job Truss Truss Type Qty ply t J103533F F04 FLOOR4 1 11342746 Builders First Source, Jacksonville 32244 Job Reference (optional) ,Florida 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 17:02:43 2005 Page 1 0-1-8 1-3-0 H 3 —I 1 5 �2--{ 0-11-0 ; �0_-6�-4_p�1 8 Sc91d = 1:19.3 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1x3 = 1x3 II 3x6 = 1 2 3 4 5 6 71x3 = 1 17 4 Y 14 13 12 11 10 8 1x3 II 3x6 = 11-5-0 10-6-4 10 7 12 10-6-4 0-1-8 0-94 Plate Offsets X,Y : 4:0-1-8,Ed e , 7:0-1-8,Ed e , 13:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DEF L in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Ve LL) -0.05 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Ve TL) -0.07 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Ho (TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 65 Ib LUMBER BRil CING TOP CHORD 4 X 2 SYP No.2D TOF CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: 9-10,8-9. REACTIONS (Ib/size) 15=563/0-3-8,9=653/0-3-8 Max Grav 15=565(load case 2), 9=653(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 15-16=554/0,11-16=554/0, 8-17=-3/2, 7-17=-3/2,1-2=-513/0, 2-3=-1204/0, 4=-1204/0, 4-5=-1072/0, 5-6=-418/0, 6-7=-21/16 BOT CHORD 14-15=0/29,13-14=0/973, 12-13=0/1204,11-12=0/1204, 10-11=0/886, 9-10 -16/21, 8-9=-0/0 WEBS 6-9=-641/0, 1-14=0/659, 2-14=-639/0, 2-13=0/315, 3-13=-138/0, 6-10=0/610 5-10=-652/0,5-11=0/261, 4-11=-185/0, 4-12=-60/0, 7-9=-31/41 JOINT STRESS INDEX 1 = 0.63, 2 = 0.34, 3 = 0.16, 4 = 0. 12, 5 = 0.35, 6 = 0.70, 7 = 0.07, 8 = 0.00, 9 = 0.23, 10 = 0.72,11=0.28,12=0.07,13=0.30,14=0.70,15=0.38,16=0.00,16= 0.00, 17 = 0.00 and 17 = 0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss wi 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Tniss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 A Warning •Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 This design i i shown for an individual building component that g installed and loaded verti g s based only upon the nd proper of design parameters and proper incorporation component into the building BEFORE USE llyor and fabricated with MiTek connectors. Builders overall structure, including all tem responsibility SI responsibility of building designer and / or contractor per ANSI !TPI 1 as referenced by the building code. For general guide vary and permanent bracing, is the ce regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Cou 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 icil of America, 1 WTCA Center, FirStSQtirCP. Job Truss Truss Type CSI Oty ply w J103533F F06 FLOOR 1.00 2 1 11342748I Builders First S-OW;:Jacksonville ,Florida 32244 , Lumber Increase '�� - Job Reference optional) - - _ -- ---�y�,,r,,,,� ,, ,,.wu,w, uw. mun reo G l 1o:u,&:4*BeuUp rage t 1 1-3-0 2 � 1 1-4-0 3 , 9 � 4 8 NX Simpson THA422 3x6 = 3x6 = 7 6 3x4 11 4-7-0 3x4 11 i 4-7-0 LOADING (psf) SPACING 2-0-0 CSI DEF in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert L) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Ho TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight: 34 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.21) BOT CHORD 4 X 2 SYP No.2D TO CHORD Sheathed or 4-7-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=770/Mechanical, 5=1023/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-752/0, 4-5=-1023/0, 1-2=-822/0, 2-3=-822/0, 3-9=-822/0, 4-9=-822/0 BOT CHORD 7-8=0/0, 6-7=0/822, 5-6=0/0 WEBS 1-7=0/1051, 2-7=-668/0, 4-6=0/1051, 3-6=-617/0 JOINT STRESS INDEX 1=0.41,2=0.26,3=0.26,4=0.41,5=0.39,6=0.90,7=0.90 and 8=0.39 NOTES 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss will attached to walls at their outer ends or restrained by other means. 2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) of LOAD CASE(S) 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 5-8=-10, 14=-100 Concentrated Loads (lb) Vert: 2=-658(F) 9=-658(F) 3-16d nails. Strongbacks to be back (B). Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FixstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 o ---------o --•--•.••-•�.••�.�.a ..... ..c.... •... rca vn r ma wnu mcLUueo MITEK REFERENCE P E MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and to vertica y and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temp rary and permanent bracing, is the and bracing, of building designer and / acontractor per ANSI /TPI 1 as referenced ti the building code. For general gulden a regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the WooBu d Truss Courit of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719Fi rstour w e r e.' Job Truss Truss Type LOADING (psf) Qty Ply TCLL 40.0 Plates Increase 1.00 TC 0.30 TCDL 10.0 Lumber Increase 1.00 J1342750 J103533F F08 FLOOR WB 0.25 2 1 Code FBC2001/ANSI95 (Matrix) Job Reference (optional) owiuera nrsr ouurce, JGGRSUIIV111U ,riuriva 3zz,4v 1-3-0 W 1x3 II 2 3 10 LUMBER TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 12=521/0-3-8,7=527/Mechanical b.zuu s uec 15 ZUU4 MI I eK Inaustnes, Inc. Mon I-eb 21 16:26:33 2005 Page 1 5 9 in (loc) I/def] L/d -0.02 10 >999 360 -0.03 10 >999 240 0.01 7 n/a n/a 8 Scale = 1:16.4 3x6 = 6 7 Simpson THA422 PLATES GRIP MT20 244/190 Weight: 53 Ib CING CHORD Sheathed or 6-0-0 oc purlins, except end verticals. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-13--517/0, 1-13=-516/0, 6-7=-522/0, 1-2=-472/0, 2-3=-1021/0, 3-4=-10 1/0, 4-5=-1021/0, 5-6=-471/0 BOT CHORD 11-12=0/27, 10-11=0/873, 9-10=0/1021, 8-9=0/876,7-8=0/0 WEBS 6-8=0/627, 1-11=0/606,5-8=-563/0, 2-11=-558/0,5-9=0/198,2-10=0/202, -10=116/0,4-9=113/0 JOINT STRESS INDEX 1 = 0.58, 2 = 0.29, 3 = 0.13, 4 = 0.13, 5 = 0.30, 6 = 0.59, 7 = 0.20, 8 = 0.66, 9 = 0.19, 10 = 0.19, 11 = 0.64,12 = 0.35,13 = 0.00 and 13=0.00 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss ith 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSouirce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 9 v Warning -Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I B] This design is based only upon the. parameters shown for an individual building component that is installed and loaded ver 'tally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to nporary and permanent bracing, is the i responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui ante regarding storage, delivery, erection and bracing, consult , Madison, or, WI 5 Handling Installing and Bracing Recommendation available from the Wood Truss unci) of America, 1 WTCA Center, �� 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Plate Offsets (X,Y): [9:0-1-8,Edge] [10:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI TCLL 40.0 Plates Increase 1.00 TC 0.30 TCDL 10.0 Lumber Increase 1.00 BC 0.23 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 5.0 Code FBC2001/ANSI95 (Matrix) LUMBER TOP CHORD 4 X 2 SYP No.2D BOT CHORD 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 12=521/0-3-8,7=527/Mechanical b.zuu s uec 15 ZUU4 MI I eK Inaustnes, Inc. Mon I-eb 21 16:26:33 2005 Page 1 5 9 in (loc) I/def] L/d -0.02 10 >999 360 -0.03 10 >999 240 0.01 7 n/a n/a 8 Scale = 1:16.4 3x6 = 6 7 Simpson THA422 PLATES GRIP MT20 244/190 Weight: 53 Ib CING CHORD Sheathed or 6-0-0 oc purlins, except end verticals. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 12-13--517/0, 1-13=-516/0, 6-7=-522/0, 1-2=-472/0, 2-3=-1021/0, 3-4=-10 1/0, 4-5=-1021/0, 5-6=-471/0 BOT CHORD 11-12=0/27, 10-11=0/873, 9-10=0/1021, 8-9=0/876,7-8=0/0 WEBS 6-8=0/627, 1-11=0/606,5-8=-563/0, 2-11=-558/0,5-9=0/198,2-10=0/202, -10=116/0,4-9=113/0 JOINT STRESS INDEX 1 = 0.58, 2 = 0.29, 3 = 0.13, 4 = 0.13, 5 = 0.30, 6 = 0.59, 7 = 0.20, 8 = 0.66, 9 = 0.19, 10 = 0.19, 11 = 0.64,12 = 0.35,13 = 0.00 and 13=0.00 NOTES 1) All plates are 3x4 MT20 unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss ith 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSouirce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 9 v Warning -Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I B] This design is based only upon the. parameters shown for an individual building component that is installed and loaded ver 'tally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to nporary and permanent bracing, is the i responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gui ante regarding storage, delivery, erection and bracing, consult , Madison, or, WI 5 Handling Installing and Bracing Recommendation available from the Wood Truss unci) of America, 1 WTCA Center, �� 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss TypeQty Ply J1342751 J103533F F09 FLOOR 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Mon Feb 21 16:55:08 2005 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-168(F) 2=-149(F) 4=-551(F) 12=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-3=-20, 3-5=-100 Concentrated Loads (lb) Vert: 1=-46(F) 2=-41(F) 4=-2020(F) 12=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=443(F) 2=459(F) 4=4218(F) 12=387(F) Warning -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE MII-7473 BEFORE USE ■ This design is based only upon the parameters shown for an individual building component that is installed and loaded ver ically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all te nporary 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 ance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C auncil of America, 1 WTCA Center,rst �urce 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type J103533F F10 FLOOR 6.200 s Dec 15 2004 MiTek Industries. Inc. LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-304(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10, 1-2=-20, 2-5=-100 Concentrated Loads (lb) Vert: 1=-83(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 6-10=-10(F), 1-5=-100(F) Concentrated Loads (lb) Vert: 1=395(F) J& 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 vei tically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all tE 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 lance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIS -91 Handling Installing and Bracing Recommendation available from the Wood Truss C ouncil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 J1342752 w --1iuss 1 We Qty Ply J103533F F11 FLOOR , J1342753 First Source, Jacksonville ,Florida LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-308(F) 2=-274(F) 5=-2178(F) 17=-282(F) 2) 1st unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-100, 3-7=-20 Concentrated Loads (lb) Vert: 1=-169(F) 2=-151(F) 5=-323(F) 17=-42(F) 3) 2nd unbalanced Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10, 1-3=-20, 3-7=-100 Concentrated Loads (lb) Vert: 1=-46(F) 2=-41(F) 5=-1186(F) 17=-154(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-14=-10(F), 1-7=-210(F) Concentrated Loads (lb) Vert: 1=443(F) 2=459(1-) 6=2629(F) 17=387(F) 6.200 s Dec 15 2004 MiTek Feb 21 17:00:42 2005 Page 2 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P ; I Bu ■�I�� + C} r lldurce ILOE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertic Applicability of design parameters and proper incorporation of component into the overall building structure, including ally and fabricated with MiTek connectors. all tem responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guide >orary and permanent bracing, is the ice regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Coi 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 incil of America, 1 WTCA Center, Job Truss Truss Type Qty Ply J103533F T100 FLAT J1342755 2 Jab Reference o lienal Builders First Source, Jacksonville ,Florida 32244 6.200 s Dec 15 2004 MiTek Industries, Inc. Wed Feb 23 12:26:49 2005 Page 1 i 3-4-12 6-7-12 9-10-12 13-1-12 16-4-12 19-9-8 34-12 3-3-0 3-3-0 3-3-0 3-3-0 3-4-12 Scale = 1:34.3 6x8 = 6x8 = 4x6 = 2x4 11 4x6 = 6x8 = 6x8 = 2 3 5 6 13 12 11 15 10 16 17 9 18 3x6 11 6x8 = 6x8 = 10x12 = 6x8 = 6x8 = 3x6 11 34-12 6-7-12 9-10-12 13-1-12 1 164-12 19-9-8 34-12 3-3-0 3-3-0 3-3-0 3-3-0 34-12 Plate Offsets (X,Y): [2:0-3-8,0-3-01, [6:0-3-8,0-3-01, [9:0-3-8,0-3-01, 10:0-3-8,0-3-0 , 12:0-3- 0-3-01, 13:0-3-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEF L in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.77 Ve LL) -0.38 11 >618 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.00 BC 0.90 Ve TL) -0.53 11 >442 240 BCLL 10.0 Rep Stress Incr NO WB 0.80 Ho (TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Win (LL) 0.48 11 >485 240 Weight: 326 lb LUMBER BICING TOP CHORD 2 X 4 SYP No.2D TO CHORD 2-0-0 oc purlins (5-11-5 max.): 1-7, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 JOI1 JTS 1 Brace at Jt(s): 1, 7 REACTIONS (Ib/size) 14=1961/0-3-8, 8=2282/0-3-8 Max Uplift 14=-1504(load case 2), 8=-1721(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1676/1324,1-2=-5734/4344, 2-3=-10902/8134,3-4=-14094/10363, 4- =-14094/10363, 5-6=-11734/8696, 6-7=-6548/4893, 7-8=-1899/1475 BOT CHORD 13-14=-539/681, 12 -13= -4344/5734,11 -12=-8134/10902,11-15=-8696/117 ,10-15=-8696/11734, 10-16=-4893/6548, 16-17=4893/6548, 9-17=-4893/6548, 9-18=-623/805, 8- 8=-623/805 WEBS 1 -13= -3966/5268,2-13=-1598/1310,2-12=-3952/5388,3-12=-1190/971,3-1 =-2324/3327,4-11=42/250, 5-11=-1738/2460, 5-10=-941/803, 6-10=-3965/5407, 6-9=-1581/1298, 7-9= 452/5987 NOTES 1) Special connection required to distribute web loads equally between all plies. 2) 3 -ply truss to be connected together with WS USP (0.25"X Girder Thickness) Screws as foll )ws: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 4-11 2 X 4 - 1 rows 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) f ce in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unles otherwise indicated. 4) Wind: ASCE 7-98; 120mph (3 -second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category I; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1504 Ib uplift at joint 14 and 1 7VADesign uplift at joint 8. Engineer: Lawrence A. Paine, PE Florida PE No. 21435 Builders FirstSo=e - Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jackson&, FL 32244 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) February 23,2005 ry Vert: 1-7=-54, 8-14=-30 ,&GYi1NiN8ld""Ion Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P OE MII-7473 BEFORE USE This design is based only upon the parameters shown foran individual building component that installed and loaded vertic and fabricated with MiTek connectors. Applicability of design parameters and proper incorporationa of component into the overall building structure, including all tem g rary and permanent bracing, is the Bu'EI�� responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guide ce regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Co 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, At 53719 cil of America, 1 WTCA Center, i j l � � y« too rce M D > � D M X m Z D v► I I I � oo rn D f1 • f 5 n 3 ° Z o a� m - �a DQ N�o(D �� Qo O D 0 C ^ C (D 7 1a ' Q S 3 D (CDL N N X . 3 (D c 0� -oaa ao °wo o O C" p wC 3 QO a:;(. (QQ QQDnQ D07 N N � D� �3Q c o o D —00 3 Q Q o° 0o ao �o� 0(D �? 0 0 " (D ao 00 nm ��D o� DDn `5�D �D 07(D oQ(Pm F)oa �' �m 0 a maw D c — m < °' Ln can 70 n n O r x Ln a a o N A 10 N N V D 0 w 91 Z 03 O n 0 D Z n O 00 01 -Dr o, m is 0 a a m a D V � 0 D N B. m 03 N D m m Z c 03 3 A O 3 m m 0 M 0 x 1 OD V TOP CHORD ci (j TOP CHORD C M N N rt M rl (n A W N O �o Oo V a (n A W N T D n D:E 0 N 0 O n D c F�!� -p o (Q Sv •a �•n a Q c � c o c Q`0' -o o n o u� 3 C o Q Q a Q c S 0m (g•o3 0D (D NaQ °� °� fm �rn3 �Dm cr 3a m O• N D O N O N (D 0 " Q 3 a? D D D 7 O- n N (D N -0 N Q D 3 R 53- d V• 73 D o C oo DO "N .••G n(D((D -QD �0 QO —:3'0 D QD (� Q O p 0 O �7 n aQ -O-o N �-o D N Q a x �� 7 3 O Q -p 3 O 0 O OL 00 0OD (p7D (D (Q 00 Q" n•0Q aD N0- :DN 0(7p W D Q(D 07 D 0,(D0 O O N D a Q Q ?O a D D a C CL (D D Q D 0" O D o� N 3 N 0 D 00 " Q(Q :D O QX 0a :E 3� D Q.� -00 3•0 3 Q -o m3 (°� �aD 3mo H Q D °G 0 0 7 o N »� C (N Q �- 7 a 0 o C Q� D n 0 '+ O C Q Q � D N 7 0— °N o ^o a0D N3 oD �° n c�P- Da °_a n p CD 0 �D o 3 QQ na oQ oa 30 Si Si 3=EF °-1 � <° (D C c °° 0(3p °o rnQ LD. (D i� �(D '0o' a"° �m� o0 3° om °" -� '0 3 �.� 3(3 7 Q D o (D Q 3 Q 0 n 7 _o �qv Q Q Q -o C N C Q c? 07 p D 7 (Q 0 o N a N Q C ((D Q 0-70 N, .Z �N Q 0 (p H e " W07 � O D Q 5 an N Q Q 3� Q D(0 p �Q ("-D� D -O3 7n (U -O �(D 00a Q� n Q� ON Q. Qz� (/1 3 0' 05 �. NC 3Q- D� QODv 30 (p° N^0 (� i (Q 7� 7 Q (Q� QN QN. a -Q D QQ QCD 3 �Q Qo �" S( DO DD00' 00 °7 O� �Q Qn "0D O o D° 3 DmQ uo �n Q3 -°a Z CL D a�� -- D fD 0 7 oQa �� D 0 o' M 0 N > y `C r a� , Icr > O (D (D Z H cDDD D N D y o o• o•� Z o Q OL C) O m a o 22 n o mZ (D'Q 5 NScD 0�0C -i 2 "{{{ D(� O ate. TOP CHORD ci (j TOP CHORD C M N N rt M rl (n A W N O �o Oo V a (n A W N T D n D:E 0 N 0 O n D c F�!� -p o (Q Sv •a �•n a Q c � c o c Q`0' -o o n o u� 3 C o Q Q a Q c S 0m (g•o3 0D (D NaQ °� °� fm �rn3 �Dm cr 3a m O• N D O N O N (D 0 " Q 3 a? D D D 7 O- n N (D N -0 N Q D 3 R 53- d V• 73 D o C oo DO "N .••G n(D((D -QD �0 QO —:3'0 D QD (� Q O p 0 O �7 n aQ -O-o N �-o D N Q a x �� 7 3 O Q -p 3 O 0 O OL 00 0OD (p7D (D (Q 00 Q" n•0Q aD N0- :DN 0(7p W D Q(D 07 D 0,(D0 O O N D a Q Q ?O a D D a C CL (D D Q D 0" O D o� N 3 N 0 D 00 " Q(Q :D O QX 0a :E 3� D Q.� -00 3•0 3 Q -o m3 (°� �aD 3mo H Q D °G 0 0 7 o N »� C (N Q �- 7 a 0 o C Q� D n 0 '+ O C Q Q � D N 7 0— °N o ^o a0D N3 oD �° n c�P- Da °_a n p CD 0 �D o 3 QQ na oQ oa 30 Si Si 3=EF °-1 � <° (D C c °° 0(3p °o rnQ LD. (D i� �(D '0o' a"° �m� o0 3° om °" -� '0 3 �.� 3(3 7 Q D o (D Q 3 Q 0 n 7 _o �qv Q Q Q -o C N C Q c? 07 p D 7 (Q 0 o N a N Q C ((D Q 0-70 N, .Z �N Q 0 (p H e " W07 � O D Q 5 an N Q Q 3� Q D(0 p �Q ("-D� D -O3 7n (U -O �(D 00a Q� n Q� ON Q. Qz� (/1 3 0' 05 �. NC 3Q- D� QODv 30 (p° N^0 (� i (Q 7� 7 Q (Q� QN QN. a -Q D QQ QCD 3 �Q Qo �" S( DO DD00' 00 °7 O� �Q Qn "0D O o D° 3 DmQ uo �n Q3 -°a Z CL D a�� -- D fD 0 7 oQa �� D 0 o' M 0 N A, Job Address: 1112 - Owner of Property: Legal CITY OF ATLAN BUILDING PERMIT (FOR NEW SINGLE FAMII DUPLEX CONS ({ A 9f CIC BEACH k kPPLICA`T'N Y RESIDE 'C AN -I3 ZUCTION) Date: 2/25/05 Telephone: (904) 241-1222 Contractor: Beaches Habitat StA License Number: Contractor's Address: 1671 Francis, Ave Atlantis Rp-w-h Fr IT)I Telephone: (904) 241-1222 Describe proposed use and work to be done: Construct resident 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 i❑ O. Applicant certifies that no change in site grade or fil YES. See Step 2 below. Approval of the Public Works De Permit. See attached Sub. Prelim. Plat Review Permit ❑ NO. Applicant certifies that no trees will be removed for ES. Removal of Trees will be required for this project. ' Removal Permits to be reviewed by the Tree Conser 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 1 contact the Planning and Zoning Department at 904-24 Property Appraiser's Real Estate Number available. No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. srtment is required prior to issuance of a Building project. E REMOVAL PERMIT IS REQUIRED. Tree m 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 W orks 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: 200 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 Fos, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of constructi plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, L 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beac , Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 1 http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 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 wet] 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 mf atiion provided with this application is cord Signature of owner:�v{' 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. •apmcai survey. , CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: I hereby certify that I have read and examined this application and know I he same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sp cified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state o local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructio i 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. Signature of Contractor:"`tel Date: -L125-1 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Paul Finley, Construction Manaeer Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: 904 241-431 E -Mail: AS TO OWNER: Sworn to and subscribed before me this � day of State of Florida, County of Duval ""' �;��'Pg, JENNIFER SCHLUETER MY COMMISSION # DD 121301 ?.. ;�• EXPIRES: May 27, 2006 'e ^' BondedThruNotaryPublicunderwriters St r, AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Notary's Signatur6l Personally known 1 Produced identificatic Type of identification asp day of Notary's Signature JEN IFN ER SCHLUETER Personally known ti,Pic= Produced identificatic MY COMMISSION # DD 121301 EXPIRES: May 27, 2006 Type of identification f fig' Bonded Thru Notary Public underw leis n'•....• 800 Seminole Road — Atlantic E Telephone: (904) 247-580 — Fax:: (904) 247-5 Page 2 ,200-5 , 20 05 C Florida 32233-5445 http://www.ci.atlantic-beach.fl.us Revised 1/14/03 t1i a ; 77 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOP ENT INFORMATION Location: 1112-1114 Scheidel Ct., Atlantic Bea�h, FL 32233 Type of Development: Residential duplex Flood Zone: X Required Lowest Floor Elevation: 12.60 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate oOccupancy will be issued until the survey is on file with the Building Permit. COMMENTS: Applicant Acknowledgement: I understand that the i suance of this permit is contingent upon the above information being correct and that the planand supporting data have been or shall be provided as required. I agree to comply with all appli able provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposei I development. Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: Revised 1/17/03 Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ BEACHES HABITAT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 SPECTION PHONE LINE 247-5826 04-0)100067 Date 12/09/04 SCHE DEL CT FINAL ENGINEERING PLAN RE SUB RELIM PLAT REVIEW TO BE UPDATED 0 ---------------------------------------- Permit . . . . . . SUB. PRELIM. P Additional desc . . Permit Fee 250.00 Issue Date . . . . Fee summary Charged ----------------- ---------- Permit Fee Total 250.00 Plan Check Total .00 Grand Total 250.00 Contractor ------------------------ CONNELLY & WICKER INC.(ENG) ATLANTIC BEACH FL 32233 (904) 249-7995 ----------------------------------- jAT REVIEW Plan Check Fee . . .00 Valuation . . . . 0 PE id 50.00 .00 50.00 PERMrr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF BUILDING CODES. BUILDING OFFICIAL Credited Due --------- ---------- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA R'"A'k''>�, CITY OF ATLANTIC BEACI �J PUBLIC UTILITIES DEPAR r� 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: _ SC H El �� E(,, C Applicant: B 2-,9L H t'S Project: Du PO --- Your application is approved as Final application approval must a Your permit application has been and the following items need atte I by the Public Works Department. from the Building Department. by the Public Utilities Department Please submit these requirements to the Public U lities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can a rove your application. If you have any questions, please call (904) 247-5834. Review: by Donna Kai Public Utilities Dii z=' Signature Contractor Notified Date �44ej ©S Date 3 -� rt�,y;1 JCITY OF ATLANTIC BEACI I f 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 # OS-- �3 O(.o Property Address: J Applicant: Project: -DV P L s C-FA�' a Your application is approved as noted by the Public Works Department. Final application approval must i ome from the Building Department. ❑ Your permit application has been rviewed by the Public Utilities Department and the following items need atten on: Please submit these requirements to the Public Utflities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can a prove your application. If you have any questions, please call (904) 247-5834. Reviewed onna Kaluzniak, P is Utilities Du Signatur Contractor Notified Date 1 G 0'0 Iv .S'3/(< Date kTP11 Beaches E Habitat for Humanity of the Jack! February 28, 2005 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 duplex at 1112-1114 Scheidel Court. Beaches Habitat will not be installing a fire sprinklr in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, (�`,,,/ F `rJ Paul Finley Construction Manager P.O. Box 50939 - Jacksonville Beach, FlOda 32240 - (904) 241-1222 Job Address: Owner of Property: Legal CITY OF ATLAN 'IC BEACH BUILDING PERMIT�PPLICACl'I (FOR NEW SINGLE FAMI Y RESIDE�d DUPLEX CONSTRUCTION) 14A11 R E 0 E I V E 0 CITY OF ATLANTIC BEACH MAR 0 i 2005 N Date: 2/25/05 Telephone: (904) 241-1222 Contractor: Beaches Habitat Stafe License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach. FL 3223 Telephone: (904) 241-1222 Describe proposed use and work to be done: Construct resident Present use of land or building(s): Vacant land Valuation of proposed construction: $72,000.00 Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of ❑ NO. Applicant certifies that no change in site grade or 1 YES. See Step 2 below. Approval of the Public Works D Permit. See attached Sub. Prelim. Plat Review Perm ❑ No. Applicant certifies that no trees will be removed fo ES. Removal of Trees will be required for this project. Removal Permits to be reviewed by the Tree Cons4 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. ? No If yes, please submit with this application. material or the removal of any trees? material will be used on this project. artment is required prior to issuance of a Building this project. GREE REMOVAL PERMIT IS REQUIRED. Tree vation 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 904-247-582. 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 n 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 Ck relocated. 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 construct n plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach FL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Bea h, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-584 — http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the being performed. Scale of drawings should be sufficient to depict all reqs 1. Current survey showing the property boundary with bearings and dis 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 wed 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 inf, atiion provided �with ,this saapplication is corn( Signature of owner: l 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. uptucal survey. , CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: -2-/2 -f /or I hereby certify that I have read and examined this application and know he same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sy ecified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructic I n of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that he plans and supporting data have been or shall be provided as required. Signature of Contractor: �""�/« _ Y �— ; Date: ZAZI—A S' Address and contact information of person to receive all correspondence *garding this application (please print). Name: Paul Finley,Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: 904 241-4310 E -Mail: AS TO OWNER: Sworn to and subscribed before me this day of , 20 V State of Florida, County of Duval JENNIFER SCHLUETER MY COMMISSION # DO 121301 EXPIRES: May 27 2006 . BondedThru Notary Public Underdters AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Notary's S Personally known L Produced identificatic Type of identification / day of Notary's Signature Personally known Produced identificatic Type of identification , 20 0s s 800 Seminole Road — Atlantic Be6ch, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58 5 — http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 JENNIFER SCHLUETER Py , " °- MY COMMISSION # DD 121301 E"IR a 12006 Publ� underw Banded ThNotary Notary's S Personally known L Produced identificatic Type of identification / day of Notary's Signature Personally known Produced identificatic Type of identification , 20 0s s 800 Seminole Road — Atlantic Be6ch, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58 5 — http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 � CITY OF ATLANTIC BEACH s PUBLIC WORKS DEPARTMF 1200 Sandpiper Lane c Atlantic Beach, Florida 32233 (904) 247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #(�5 -�-�Lq Property Address: ) I I GC --,4 Applicant: Project: 1b �klt S G KI Your application is approved as no ed by the Public Works Department. Final application approval must ome from the Building Department. ❑ Your permit application has been r viewed by the Public Works Department and the following items need atten 'on: 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. Reviewe b k Carper, P.E., Public Works Direc Signature Contractor Notified Date Date �- CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTME 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 Property Address:: 11 I t jy Applicant: 8F -Ac %" '� S Project: -Dyio �- I l>V(,-, G Your application is approved as nc Final application approval must v Your permit application has been and the following items need atter by the Public Works Department. me from the Building Department, by the Public Works Department Please submit these requirements to the Public I Vorks 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 d ck Carper, P.E., Public Works Direc Signature Contractor Notified Date Date Z �� Job Address: Owner of Property: Legal CITY OF ATLAN' BUILDING PERMIT (FOR NEW SINGLE FAMIL DUPLEX CONST Contractor: Beaches Habitat Contractor's Telephone: (904) 241-1222 Describe proposed use and work to be done: Construct resident Present use of land or buildi Valuation of proposed construction: $72,000.00 Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of ❑ O. Applicant certifies that no change in site grade or 1 i/YES. See Step 2 below. Approval of the Public Works D Permit. See attached Sub. Prelim. Plat Review Perm ❑ 1�0. Applicant certifies that no trees will be removed fo ES. Removal of Trees will be required for this project. Removal Permits to be reviewed by the Tree Cons4 Tree permit =roved 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. R E C E I V E 0 CITY OF ATLANTIC BEACH BUILDING A, 7_0NtN!G 'IC BEAC 11W 01 \ 2005 LPPLICA �N � RESIDE C A -�-�-� Date: 2/25/05 Telephone: (904) 241-1222 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 this project. GREE REMOVAL PERMIT IS REQUIRED. Tree vation Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the propo ed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-582. 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 nct 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 relocated. 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 construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beac4 FL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Be ch, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58 — http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 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 wet] 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 all7a-, ation provided with this application is corn � ]Signature of owner:t 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. -apmcai survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date: 2'/ 2 S )471-- I or I hereby certify that I have read and examined this application and know I he same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether sp cified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state o local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of constructio i 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. Signature of Contractor: ""moi Date: Address and contact information of person to receive all correspondence r garding this application (please print). Name: Paul FinIgy, Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: 904 241431 E -Mail: AS TO OWNER: G Sworn to and subscribed before me this O day of , 200 -J State of Florida, County of DuvalC , C� , `� Notary's Signature: -� ,�(/1-�J JENNIFER SCHLUETER personally known MY COMMISSION # DD 121301 *' EXPIRES: May 27, 2006 Produced identification •. •1 e�'d • Bondedihru Notary Public Underwriters Type of identification p duced AS TO CONTRACTOR: C� Sworn to and subscribed before me this\ day of - , 2005 State of Florida, County of Duval Notary's Signature. s �---- Personally known JENNIFERSCHLUE7ER y MY COMMISSION # DD 121301 Produced identification * EXPIRES: May 27, 2006 Type of identification p duced ' b° Bonded Th ru Notary Public Underwriters 800 Seminole Road — Atlantic Bech, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58 — http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 OP DR wings have been rc-� i:nt,ntt of t1Zr CT's i i f S t S G u}'yav, ---j —.- Reviewed by: TN.GS . st be Date: DEAZNG HEIGHT 5GHERULE 811-116, NOTES; 2] Nl llJyiESf�J 0iG MNifE911�Q YALLEY NYSE OE 6ArLETELY OEZREO OR TO OEUL Y2A FOR AL'ni M ERAM RFiLIRR1ENt*a. "VALO 0T LNO T OE CMW MN44.Y "ALP4? ALL 9MMS ARF OE51M NR 2 �A mMW 5rmm nm5 OTRfR m Wm 41 FLM ARF fMPJW10F OE Lam RRADA WLR55 MM59 NOTRA R) 5Y42 IMMES MI OE W/LL® TRR1 mE TOF M ff. 7.) ALL ROOF fIM NAKW4 fa EF 4017iON MW WLE" DrNmm IOU ALL RM M" mmn V pe SOWN IWZ2 Ken 11719M51 NOTA 1) MAMAD,AWWWWRI1" Builders FirstSource SUMMON Jacksonville ?WN6; q74-772-OWO FNA X174-772-14 i Lako 01ty MUM gab -759i1144 FAX: MA -777-7479 Sanford MONS: *Or -S -GM FAX: 407-WX-fJM HAOITAT OEAGHES RI NN' 1112 6 1114 SGHEIDEL GT. "_.._ 2 51ORY DUPLEX m NIS r: 2/16/05 OAN J103533P igs have been rev _t o tai.; Lti?-ctl aPPA. V v Lu Uy Uir- GPi� Reviewed ed for cornpliance I engin.-Oz; ; Center; Lara _ce P drawings m- c to use or approval. FEB 2 3 2005' Date: mow. 6EAMG HEIGHT 5GHEOULE NOtES; 2) � rages (0� rRu14E5 utQ VALLEY f�AIO� NUSf OE LArIEtFlY OF�EO OR TO OEfALYR7J FOR AL1110Ni KAM a;pDa;IM. UVAL I 00DE! PE G08E� MMA r "AM4) ALL 110WS AW DE5NRED FOR Z ea. NMIN SrA= WUM OrNIII0E NM Q) ALL VHLSW11441 FLAGDM N.A11 ANI LOP6MM M DE LOAD OEAM 1KM O0110I5E WrM I.) 5x42 IMMES WK DE NSTALL® "IN in Ta PMI ff. 7.} ALL ROOF TEM NAKE S TO DC lOIfSON K=WIE%OfNERRSENXM ALL ROOK TEM NAKER510 PE WUN WW22 KM 0119MN HIM S) OfMNEAOMJ#EL M TO PE rjNmED0T IlLpm Builders FirstSource OUMOA Jac kSomft fHONE:104-772-OW FAY.404-771-f17D L aka Gi ty TNONE! 3 dbM-fE91 PAX! 316-799-M73 Sanford TNONE! 407 -SM -C Q FAX! 407 -30 -OM HABITAT OEAGHBS K Da91: 1112 E 1114 SGHEIVEL GT. ems— 2 VORY DUPLEX NE: r . 2/'6/0'9 BAN J103533f LqR 4-0-0 -KW F04 F05 F05 F02 F01 F -KW (III F -KW F -KW F -KW 10-0-0 I 20-0-0 40-0-0 F04 F05 F05 F02 F01 fmlm BOOM F -KW IIII F -KW F -KW F -KW I' 10-0-0 20-0-0 40-0-0 i l�i`Ia lx 0 1 ♦� 1 I 1 I I1 I 1 I I I 1 I i I 1 II 1 I 1 1 I. I I I I I I I I I I l\ k I' ti 1 I/ I l 1 C1 G o a 2 2 9 0 1 ♦� 1 I 1 I I1 I 1 I I I 1 I i I 1 II 1 I 1 1 I. I I I I I I I I I I l\ k I' ti 1 I/ I l 1 C1 rnDUty ONE T RO Y ' DU LEX .50 F.F.E. 12.80 FOOT SE I — .a .a '` I •.• RAI LINE d 10 e , a •a 2+00 � O� 34 LF OF 1 HDPE ® 0.1 TS SCHEIDEL C(DUR cp J' .� •a.p X. . R/ r I X #1112 #1114 TWO TORY DU LEX F.F.E. 12.60 ' a `a x V 4'd ., a � ,••a d #1116 I #1118 x TWO TORY DU LEX F.F.E. 12.40 —x X xX x x x x --.—x x x x x x x x 7'05'30" 400.00' Q _ o,x ` CONCRETE CURB 10 �o SII I Ln O O N N O m W L L- F F— Li Q 0 K) pq CN QWZ / LL m Q _ -Lo U W L W U< m U Q W U m r- Z (O Q W Q O N I I Y W U m Z Q c) i zi " Z =Q 26' 4? co � &jV�v / O J ai 1 6" 213 LF OF 18" HDPE ® 0.10% r��s1+00 C O / 0lb X U 02 .Q . •. 41 LLJ Q) in �'.�` \ 99 i.F OF 18" k Q ?PE 00.10. ;S #1108 #1106 � . � • ;� .a, � �ASTp� TWO TOf Q / ` / A FF ��F\ Y DUPLEX / C'` ti #1104lb \ 0 • h 6 ALUMINUM FENCE" � �a. CONCRETE CURBAD SILT FENCE— qo' EXIST. SANITARY MANHOLE A-1 OUND 4'X4' �° N RIM 11.02 CONCRETE k INV. NE 5.84 (6" PVC) MONUMENT INV. NE 2.04 (6" OR 8" CLAY) (LB 3672) INV. E=1.80 (10"OR 12 CLAY) INV. SE 2.15 (6" OR 8" CLAY) 58 LF OF 24" INV. W='.83 '(12" CLAY) FORM 60OA-2001 FLORIDA ENERGY EFF FOR BUILDING COIS Florida Department of Com Residential Whole Building Peri Project Name: 2story-3bed-duplex-1216sf Address: 1114 Schedel Ct. City, State: Atlantic Beach, FL Owner: Climate Zone: North L New construction or existing New - 2. Single family or multi -family Multi -family - 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 3 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft2) 1216 ft2 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U -factor 0.0 ft, 124.0 ft' - b. Default tint 0.0 ft, 0.0 ft2 - c. Labeled U or SHGC 0.0 ft2 0.0 ft, 8. Floortypes - a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft - b. Raised Wood, Post or Pier R=19.0, 20.Oft2 - c. N/A 9. Wall types - a. Frame, Wood, Exterior R=11.0, 964.0 ft2 - b. Frame, Wood, Adjacent R=1 1.0, 136.0 ft2 - c. N/A - d. N/A - e. N/A 10. Ceiling types - a. Under Attic R=30.0, 602.0 ft2 - ICIENCY CODE STRUCTION iunity Affairs mance Method A Builder: Beaches Habitat Permitting Office: Atlantic Beach Permit Number: Jurisdiction Number: 12. Co ling systems a. Cer tral Unit b. N/ c. N/ 13. Hez ting systems a. Ele tric Heat Pump b. N/ c. N/ 14. Ho water systems a. El tric Resistance b. N/ C. ( b. N/A - 15. c. N/A 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft - b. N/A Total as -built points: 1 Glass/Floor Area: 0.10 Total base points: 2 I hereby certify that the plans and spec by this calculation are in compliance wi Energy Code. PREPARED BY: Ocean ate-( DATE: 2 I hereby certify that this building, as de compliance with the Florida Energ o OWNER/AGENT: DATE: servation credits -Heat recovery, Solar P -Dedicated heat pump) AC credits -Ceiling fan, CV -Cross ventilation, -Whole house fan, -Programmable Thermostat, -C-Multizone cooling, -H-Multizone heating) N W R] rations covered Revi4w of the plans and t e speci ications covered by this calcu ation indicates compliance Jon with tie Florida Energy Code. Before construction is completed is building will be inspected for �nd, is in corn liance with Section 553.908 Floric a Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: Fl_ CPB 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 �0, THE STgT�O�n FORM 60OA-2001 SUMMER CALC Residential Whole Building Perfor .TIONS ance Method A - Details I ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, II PERMIT #: I BASE 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 1216.0 20.04 4386.4 Double, Clear NE 1.0 14.3 13.0 29.56 1.00 383.3 Double, Clear SE 1.0 14.3 13.0 42.75 1.00 555.3 Double, Clear SE 1.0 16.7 40.0 42.75 1.00 1708.7 Double, Clear SW 1.0 13.0 9.0 40.16 1.00 360.9 Double, Clear SW 1.0 5.3 17.0 40.16 0.94 643.9 Double, Clear SE 1.0 4.0 6.0 42.75 0.88 226.6 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 Double, Clear NE 1.0 5.3 13.0 29.56 0.96 368.8 As -Built Total: 124.0 4616.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame, Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame, Wood, Adjacent 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As -Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As -Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 602.0 1.73 1041.5 Under Attic 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As -Built Total: 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 82.0(p) -37.0 -3034.0 Slab -On -Grade Edge Insulation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood, Post or Pi r 19.0 20.0 0.77 15.3 Base Total: -3113.8 As -Built Total: 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1216.0 10.21 12415.4 EnergyGauge® DCA Form 60OA-2001 I EnergyGauge®/FlaRES'2001 F LRCPB v3.30 FORM 60OA-2001 SUMMER CALCU Residential Whole Building Perfo TIONS ance Method A - Details I ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, PERMIT #: I BASE AS -BUILT Summer Base Points: 16585.4 Summer As-Bui t Points: 16526.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16526.1 1.00 (1.090 x 1.147 x 0.86) 0.284 1.000 5080.2 16585.4 0.4266 7075.3 1 16526.1 1.01 11 1.081 0.284 1.000 5080.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FPCPB v3.30 FORM 60OA-2001 WINTER CALCUI.ATIONS Residential Whole Building Perfor ance Method A - Details ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, PERMIT #: I EnergyGauge® DCA Form 60OA-2001 ISI EnergyGauge®/FlaRES'2001 LRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC l Ornt Len Hgt Area X WPM X WOF = Point .18 1216.0 12.74 2788.5 Double, Clear NE 1.0 14.3 13.0 23.57 1.00 306.1 Double, Clear SE 1.0 14.3 13.0 14.71 1.01 192.7 Double, Clear SE 1.0 16.7 40.0 14.71 1.01 592.3 Double, Clear SW 1.0 13.0 9.0 16.74 1.00 151.2 Double, Clear SW 1.0 5.3 17.0 16.74 1.03 293.1 Double, Clear SE 1.0 4.0 6.0 14.71 1.10 96.7 Double, Clear NE 1.0 5.3 13.0 23.57 1.00 307.0 Double, Clear NE 1.0 5.3 13.0 23.57 1.00 307.0 As -Built Total: 124.0 2246.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame, Wood, Exterior 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 As -Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As -Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points TypeR-Value Area X WPM X WCM = Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As -Built Total:602.0 II 1234.1 FLOOR TYPES Area X BWPM = Points T e Type R -Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab -On -Grade Edge Ins lation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood, Post or Pi r 19.0 20.0 0.88 17.5 Base Total: 749.0 As -Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge® DCA Form 60OA-2001 ISI EnergyGauge®/FlaRES'2001 LRCPB v3.30 FORM 60OA-2001 WINTER CALCU Residential Whole Building Perfo TIONS ance Method A - Details ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 8356.6 Winter As -Built jPoints: 8546.4 Total Winter X System = Heating Total X Ca X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) i 8546.4 1.0 (1.069 x 1.169 x 0.88) 0.467 1.000 4407.7 8356.6 0.6274 5242.9 8546.4 1. 1.104 0.467 1.000 4407.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 LRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE t Residential Whole Building Perfo MPLIANCE STATUS ance Method A - Details ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, PERMIT I #: I BASE CODE COMPLIAN AS -BUILT WATER HEATING BASE Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms = Total Points Volume Be' rooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 30 4408 7880 17368 As -Built Total: 7879.8 EnergyGaugeTm DCA Form 60OA-2001 CODE COMPLIAN E STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Coling Po nts + Heating + Hot Water = Total Points Points Points 7075 5243 8238 20556T 50 30 4408 7880 17368 EnergyGaugeTm DCA Form 60OA-2001 FORM 60OA-2001 Code Compliancy Checklist Residential Whole Building Perfor' ance Method A - Details I ADDRESS: 1114 Schedel Ct., Atlantic Beach, FL, 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS 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 foundation & wall sole or sill ple breaker (electric) or cutoff (gas) penetrations; between wall pan Swimming Pools & Spas EXCEPTION: Frame walls whe Spas & heated pools must have from, and is sealed to, the four Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" se must have a pump timer. Gas EXCEPTION: Frame floors whi to the perimeter, penetrations E Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; pens Shower heads soffits, chimneys, cabinets sea Water flow must be restricted to attic access. EXCEPTION: Fra Air Distribution Systems installed that is sealed at the p Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrati sealed box with 1/2" clearance attached, sealed, insulated, and conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5_ Air barrier on perimeter of floor Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoo HVAC Controls have combustion air. IACTICE CHECK :a; .5 cfm/sq.ft. door area. it between: windows/doors & frames, surrounding wall; joints between exterior wall panels at corners; utility & top/bottom plates; between walls and floor. a continuous infiltration barrier is installed that extends tion to the top plate. ad unless backed by truss or joint members. a continuous infiltration barrier is installed that is sealed i seams. ,tions of ceiling plane of top floor; around shafts, chases, 1 to continuous air barrier; gaps in gyp board & top plate; ceilings where a continuous infiltration barrier is meter, at penetrations and seams. s, sealed; or Type IC or non -IC rated, installed inside a 3" from insulation; or Type IC rated with < 2.0 cfm from avity between floors. , dampers; combustion space heaters comply with NFPA, 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or a*ceeded by all residences.) COMPONENTS _ SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency require ients in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas pa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible m nual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common alts -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY ARD ESTIMATED ENERGY PERFORJeficient ANCE SCORE* = 85.7 The higher the score, the more the home. , 1114 Schedel Ct., I. New construction or existing New - 2. Single family or multi -family Multi -family - 3. Number of units, if multi -family 1 - 4. Number of Bedrooms 3 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft2) 1216 ft2 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 f12 124.0 ft2 - b. Clear - double pane 0.0 ft2 0.0 ft2 - c. Tint/other SHGC - single pane 0.0 f12 0.0 ft2 - d. Tint/other SHGC - double pane 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 82.0(p) ft - b. Raised Wood, Post or Pier R=19.0, 20.Oft2 - c. N/A 9. Wall types - a. Frame, Wood, Exterior R=1 1.0, 964.0 ft2 - b. Frame, Wood, Adjacent R=11.0, 136.0 ft2 - c. N/A - d. N/A - e. N/A 10. Ceiling types - a. Under Attic R=30.0, 602.0 ft2 - b. N/A - c. N/A Il. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 25.0 ft - b. N/A aanti& Beach, FL, 12. Coling systems a. C antral Unit b. N/A c. 13.H ating systems a. Elj ctric Heat Pump b. NSA c. N A 14.H t water systems a. Ejectric Resistance b. NIA c. C' nservation credits (11[R -Heat recovery, Solar lJ1HP-Dedicated heat pump) 15. H AC credits ( F -Ceiling fan, CV -Cross ventilation, I F -Whole house fan, T -Programmable Thermostat, Z -C -Multizone cooling, Z -H -Multizone heating) I certify that this home has complied with the Florida Energy Efficiency' ode For Building Construction through the above energy saving features which will be inst lled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card Will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Cap: 21.9 kBtu/hr - SEER: 12.00 Cap: 25.0 kBtu/hr - HSPF: 7.30 Cap: 40.0 gallons - EF: 0.92 *NOTE: The home's estimated energy performance score is only availab(e through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 8j5for a US EPA/DOE EnergyStarr"'designation), your home may qualify for energy efficiency mortgage (EEM) incentivesjifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy G, auge web site at wwwfsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai4WTgy UNprsion: FIS RCPB v3.30) 1114 Scheidiql Ct. HVAC Load Calculations for Beaches Habita P. O. Box 5093. Jacksonville Beach, FIL 32240 ["RCKV!, MI&I 1� ••, - , a Ired By: Jones and Air Conditioning antic Blvd. ch, FL 32266 49-8251 Tuesday, February 15, 2005 Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C 21.139 Neptune Beach, FL 32266-1798 84 Project Report 16 General Project Information 1.59 Project Filename: C:\Elite\Rhvacw\Projects\Beaches Hab Project Title: 1114 Scheidel Ct. Designed By: Ocean State Heating & Air Conditioning Project Date: 2-15-05 Client Name: Beaches Habitat Client Address: P. O. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditior Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data Reference City: Jacksonville, Floe Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Dry Bulb Wet Bulb Rel.Hum Winter: 32 0 0 Summer: 94 77 50 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Building Loads Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. ng ida Indoor Dry Bulb 72 75 Elite Software Development, Inc. 1114 Scheidel Ct. Page 2 lex-1216sf.rhv Grains Difference 0 48 CFM Per Square ft.: 0.599 Square ft. Per Ton: 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) ------ U-k;+-+\')�+n rv_4hcA_rJi,nlov_1 91 Rc� rhv Ti iacriau Fahri iary 1.r, 2nn.9 12T3Fi PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, 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 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: Total Building Load Totals: Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 Sen Building Loads Quan Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes - - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. 1114 Scheidel Ct. Page 3 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 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 :,FM Per Square ft.: 0.599 Square ft. Per Ton: 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) n. rra_ M�........ \n -,,;--4.-\D --- V Ll ,h7+n+\Oc+nr _4hcrJ_rl inlov_191Fef',rh�i MIP.Rrimi Fahrimry 1S POOS 1P-2.9 PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Summary Loads Component Description 3C Window Double Pane Clear Glass Metal Frame 80 Glass Door Double Clear Glass Metal Frame 11C Door Metal Polystyrene Core 12C Wall R-11 + 1/2" Gypsum(R-0.5) 13C Part R-11 + 1/2" Gypsum(R-0.5) 16G Ceiling Under Vent. Attic - R-30 Insulation 201 Floor Over Open Crawl Carpet + R-19 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 146, Summer CFM: 65 Ventilation: Winter CFM: 0, Summer CFM: 0 Sensible Gain Total: Temperature Swing Multiplier: System 1 Load Totals: Check Figures Supply CFM: 728 (4.5 AC/hr) Square ft. of Room Area: 1,216 System Loads Total Heating Required With Outside Air: 21,139 Btuh Total Sensible Gain: 16,004 Btuh Total Latent Gain: 3,036 Btuh Total Cooling Required With Outside Air: 19,040 Btuh Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather ma) Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. 1114 Scheidel Ct. Page 4 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 0 196 196 602 796 0 854 854 20 38 0 13 13 82 2,656 0 0 0 11,202 0 7,783 7,783 4 920 1,200 2,120 0 3,000 3,000 0 0 0 3,523 0 2,667 2,667 6,414 2,116 1,354 3,470 0 0 0 0 16,004 X 1.00 21,139 3,036 16,004 19,040 CFM Per Square ft.: Square ft. Per Ton: 0.599 702 21.139 MBH 84 % 16 % 1.59 Tons (Based On Sensible + Latent) 1.73 Tons (Based On 77% Sensible Capacity) vary. "nhitnt\9etnr\/-Zharl-riiml4n.x-1piF,S�_rhv Tuesday. February 15. 2005. 12:35 PM Rhvac - Residential & Light Commercial HVAC Loads Ocean State Htg & A/C Neptune Beach, FL 32266-1798 System I Room Load Summary Elite Software Development, Inc. 1114 Scheidel Ct. Page 5 Clg Clg Htg Htg Run Rui Room Area Sens Nom Duct Duc No Name SF Btuh CFM Size VE ---Zone 1--- 676 137 1.00 137 137 1 Great Rm. 370 6,040 79 2-5 50: 2 Powder 36 683 9 1-4 & 3 Dining 98 5,274 69 2-5 63. 4 Kitchen 110 1,472 19 1-7 45 5 Owner's 154 2,137 28 1-5 57 6 WIC 30 428 6 1-4 13 7 Bath 3 63 948 12 1-4 45 8 Stairs 74 118 2 1-4 6 9 Laundry 36 247 3 1-5 53 10 Bed 2 130 2,173 28 1-5 55 11 Bed 3 115 1,619 21 1-4 67 System 1 total 1,216 21,139 275 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min Loss per 100 ft.: 0.046 in.wg Cooling System Summary Cooling Sensible/Latent Tons Split Net Required: 1.59 84%/16% Recommended: 1.73 77%/23% Elite Software Development, Inc. 1114 Scheidel Ct. Page 5 Clg Clg Clg Zone Clg Air Sens Lat Nom Adj Adj Sys Btuh Btuh CFM Fact CFM CFM 3,010 676 137 1.00 137 137 169 0 8 1.00 8 8 3,038 588 138 1.25 173 138 2,669 132 121 1.00 121 121 1,715 710 78 1.00 78 78 266 0 12 1.00 12 12 871 88 40 1.00 40 40 126 0 6 1.00 6 6 1,608 0 73 1.00 73 73 1,423 421 65 1.17 76 65 1,109 421 50 1.16 59 50 16,004 3,036 728 782 728 Sensible Latent Total Btuh Btuh Btuh 16,004 3,036 19,040 16,004 4,780 20,784 r•\��+o\C7hv�reAPmiartc\Raar.hac Hahitat\9ctnrv-RhPd-dunlex-1216s�.rhv Tuesdav, February 15, 2005, 12:35 PM Buldoo FirstSource Project Information for: J103533 Builder: BEACHES HABITAT Lot : 1112 & 1114 Subdivision: SCHEIDEL CT. County: DWAL Truss Count: 11 Design Program: MiTek 20/20 6.2 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: 7-98 Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. February 23,2005 Design Engineer: La mence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 Building Code: FBC2001 Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonvill I , FL 32244 Truss Design Engineer: Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, Address: 6550 Roosevelt Blvd. Jackson Notes: 1. Determination as to the suitability of these truss component designer/engineer of record, as defined in ANSI/TPI 1-1995 2. The seal date shown on the individual truss component drav 3. The loads indicated on all referenced girder trusses are con: provided by Builders First Source-Jacksonville,FL and dated and basic load parameters/design criteria are to be reviewed Otherwise, the Truss Design Engineer's responsibilities are # Truss ID Dwg. # Seal Date 2 EJ01 1133441734� y23/05 4 H,J,��00p1 J13333444222737 2y1�23/05 6 T012 J13427739 2/2331%5 7 T02 J13422740 2/233//05 9 T03A J1334427412 2Ny12�3/05 10 T04 J13427:9 2/23105 11 CJ03 J1344042 u� , FL 32244 for the structure is the responsibility of the building ection 2.2 ngs must match the seal date on this index sheet. ;tent with the truss placement plan numbered J103533 12-18-2005. Loads applied by non -truss elements ind approved by the Engineer of Record/Building Designer. nited as stated in Chapter 2 of ANSI/TPI 1-1995. Job Truss Truss Type City Ply ` J1342734I J103533 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 2005 Page 1 3 -2-0-0 1-0-0 2-0-0 1-0-0 Sc i5.1 2 4.00 12 3x6 = 1 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DE'IL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert((LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert](TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Ho (TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) I Weight: 61b LUMBER BCING TOP CHORD 2 X 4 SYP No.2D TO CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-51/76 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.16 NOTES 1 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 and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is esigned 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 withstandin 459 Ib uplift at joint 2 and 95 Ib uplift at joint 3. LOAD CASE(S) Standard Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSounce - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE AGE MII.7473 BEFORE USE his design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. pplicability of design parameters and proper incorporation of component into the overall building structure, including all to porary and permanent bracing, is the rsponsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gun nce regarding storage, delivery, erection klBuilders rad bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss C 300 Enterprise Lane, Madison, W1 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 uncil of America, 1 WTCA Center, -'Source Firsi Job Truss J103533 EJ02 Builders First Source, Jacksonville 2-" 0 MONO TRUSS 2 4.00 12 3x6 28 1 Job Reference (op 6.200 s Dec 15 2004 MiTek 2-10-0 J1342736 Sat Feb 19 16:56:59 2005 Page 1 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.21D BOT CHORD 2 X 4 SYP No.2D CSI TC 0.40 BC 0.04 WB 0.00 (Matrix) in (loc) I/defl L/d -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 .ING 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 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 and C -C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is desi ned 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 withstandin 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 FirstScurce - Florida, LLC 5550 Roosevelt Blvd. Jacksonville, FL 32244 hL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE MAGE Mll-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. 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 ante regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss unci) of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 February 23,2005 A A Job Truss Truss Type atY Ply J1342738 J103533 HJ02 JACK 4 1 Job 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 -2-9-15 5-3-10 2-9-15 li 5-3-10 Scale = 1:13.7 3 I i 2.83 12 2 i 3x6 = 1 4 5-3-10 5-3-10 Plate Offsets MY): : 2:0-2-12,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEPIL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert' LL)0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert TL) -0.03 2-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Ho (TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 5-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=75/Mechanical, 2=308/0-3-8, 4=68/Mechanical Max Horz2=145(load case 2) Max Uplift3=-121(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 NOTES 1) Wind: ASCE 7-98; 120mph (3 -second gust); h=23ft; TCDL=4.2psf; BCDL=3.Opsf; Catego y Il; 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 withstandir g 121 Ib uplift at joint 3 and 443 Ib uplift at joint 2. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F� or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (piq 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) Tress Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 23,2005 Warning - Verify dasign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE rhis design is based only upon the parameters shown for an individual building component that is installed and loaded ve PAGE MII-7473 BEFORE USE W tically and fabricated with MiTek connectors.�� Cater! kpplicability of design parameters and proper incorporation of component into the overall building structure, including all t mporary and permanent bracing, is the 'esponsibllity of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gu lance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Trussouncil W 153719 the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 of America, 1 WTCA Center, Firstf"'�X� y `*V' 3300 Enterprise Lane, Madison, or 1f J- Ply J13427391, J103533 T01 IHIP Jacksonville ,Florida 32244 I 6.200 s Dec 15 2004 MiTek 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 (lb) Vert: 16=-53(F) Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P ILGE MII-7473 BEFORE USE W This design is based only upon the parameters shown for an individual building component that is installed and loaded vertic ally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to rary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guide, ica regarding storage, delivery, erection Bu and bracing, consult BCSI-1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Coi incil of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ��^tSource Job Truss Truss Type CSI Qty Ply (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Ve J1342741 J103533 T02A FAN Lumber Increase 6 1 Ve (TL) -0.38 10-11 >953 180 BCLL 10.0 Rep Stress Incr YES Job Reference (optional) liumers rlrst Source, JaCKsonviiie ,Fioriaa sZL44 -2-0-0 5-10-8 10-11-4 2-0-0 5-10-8 5-0-12 4.00 F12 4x6 4 2x4 3 3x6 = 12 4x6 = 8-4-14 16-0-C 8-4-14 7-7-2 Plate Offsets (X,Y): [9:0-8-4,Edge), [11:0-4-0,0-3-0 16-0-0 5-0-12 o.[uu s uec is tuu4 rvu r eK muuseries, inc. rviun reu c i ro.00.oc cuua rdyn i 21-0-12 , 26-1_-8_ 1 30-0-0 r 5-0-12 5-0-12 3-10-8 Scale = 1:54.2 4x6 = 5 4x6 6 2x4 i 7 11 10 5x8 = 4x6 = 23-7-2 + 30-0-0 7-7-2 6-4-14 8 9 Io 4x12 11 5x6 Simpson HUS26 LOADING (psf) SPACING 2-0-0 CSI DEL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Ve (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 1082 Ib uplift at joint 9 and 1319 lb BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Truss Design Engineer: Lawrence A. Paine, PE Florida PE No. 21475 Weight: 147 lb LUMBER 6550 Roosevelt Blvd. Jacksonville, FL 32244 BRkCING February 23,2005 TOP CHORD 2 X 4 SYP No.213 *Except* TO CHORD Sheathed or 3-4-7 oc purlins. 5-9 2 X 4 SYP No.1 D BO. CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No. 1D 1-5-6 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=-1920/24 1, 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=-2322/20091 WEBS 3-12=-316/656,4-12=-390/521,4-11=-719/1005, 5-11=-1008/924,6-11=-5 /748,6-10=0/123, 7-10=-39/247 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 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; Catego 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 withstandin 1082 Ib uplift at joint 9 and 1319 lb 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 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE "AGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded ver�tally and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all to�nporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss C until of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio DHve, Madison, WI 53719 ZZ Job Truss Truss Type Qty Ply J1342742 J103533 T03 FAN 2 1 Job Reference (optional) Dunuers rlrst oource, JaCKsonvule ,riorioa jzz44 NOTES 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstandin,, uplift at joint 26, 129 Ib uplift at joint 27, 145 Ib uplift at joint 28, 133 Ib uplift at joint 29, 222 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) 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 EACF 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 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), 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 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) -to -16=63, 2= -6 -to -24=-26(F=-20), 24 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=-: 5) MWFRS 1st Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=93, 16-17=22 Horz: 1-2=-102, 2-9=-94, 9-16=63,16-17=31 Trapezoidal Loads (plf) Vert: 2=86 -to -9=66(F=-20), 9=34(F= -20) -to -16=54, 2= -6 -to -24=-26(F=-20), 24=-: 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 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=-; 7) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 16-17=-14 Trapezoidal Loads (plf) Vert: 2= -54 -to -9=-74(F=-20), 9= -34(F= -20) -to -16=-14, 2= -30 -to -24=-50(F=-20),2 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(17=-20), 9= -74(F= -20) -to -16=-54, 2= -30 -to -24=-50(F=-20),2 b.2oo s Uec 15 2004 MiTek Industries, Inc. Mon Feb 21 15:56:54 2005 Page 2 364 Ib uplift at joint 16, 339 Ib uplift at joint 2, 105 Ib uplift at joint 25, 124 Ib uplift at joint 30, 101 Ib uplift at joint 23, 125 Ib uplift at joint 22, 129 Ib uplift back (B). 16=-30 6=-6 F= -20) -to -16=-6 6=-6 6=-6 6=-30 iJ& Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE OE Mll-7473 BEFORE USE = This design is based only upon the parameters shown for an individual building component that g installed and loaded verti and fabricated with MiTek connectors. 1 1i�C ' S Applicability of design parameters and proper incorporation of component into the overall building structure, including all to ovor ary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guide ice regarding storage, delivery, erection and bracing, consult1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Co ncil of America, 1 WTCA Center, Fi 'StSOu�'Ce 6300 Enterprise Lane,, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ir Job Truss Truss Type Qty Ply + J1342743 J103533 T04 HIP 2 .I Job Reference (optional) J uuHuclo rn Jl Juu—, JduKJUliv!liu ,r!ul!ud ozz49 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) b.zuu s Liec 1 b zUU4 MI I ek Industries, Inc. Mon Feb 21 15:58:06 2005 Page 2 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE p OE Mil -7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertic illy and fabricated with MiTek connectors. j Bunmrs Applicability of design parameters and proper incorporation of component into the overall building structure, including all to orary 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 ice regarding storage, delivery, erection and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Co ncil of America, 1 WTCA Center, �� 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 r M m r- > D 70 M X rn Z D (A I r W rn n _ �a oQ Z/� °°'(D ami opo ► ��: (l (1 =01(i 0ID �'Cv CNA � Q c Q�� (D N i x (D 0((D 5,90-nQa Q�Nvvv Q O N O 7 n -. 0 QO QO0 ui' c �(D QEf°� a m (D N m amo ( (3 fl -:3 Qoo• Dov,0(D 5. n.75 M - N (D ° (D u (D n (D ° 0Q (D Q�o 7 �(D n Q (D Q m M moi©! H V A V W W V Z yw 0o Ci co O m m D n n O D Z`^ 2 D A�G7 ' ! ZD m m ;;a1a 7�C = o n> 50 7 C « w ANO �Q3(D --4 m -a 0 7 y -a 0 ID — - Z O c o 3 C 07 QOQ5'm O n (p 1 w m A a a J o a 01 '0 0 a r- m m m m O 74 7 .. O �(D d^ C Q (p O 3 Q�. Q N Z 3 W N 0` m O (D p D N V D T Qo 0aQ ocQ� V C) n V• QQ. �p O O A (Doo Q� �.�° W OO . Q m(D� c Q3m m CL (D O Z ® CA K -0 �� o �� OQOOQ (D /�� 0 O(D �Q �(� �0 0 3OQ �� (D (DQ M moi©! H V A V W W V TOP CHORD c N TOP CHORD A � r y rn r A�G7 ' ! .a D 0 ^ g 00 o n> 50 7 C « w ANO �Q3(D Z N �mmm3 y -a 0 ID — - Z Q 0 a '< oM o 3 C 07 QOQ5'm O n (p «�(pgo 2! rn (D ? n (D -4 Q� 0 5' °' O n 0 v °_ (D N n ^ > �(D d^ C Q (p O 3 Q�. Q N Z 3 Q'0 v' rn�n o0 7 -0 (D o3n Q3 coo (D N ��N O �.-0 (D TOP CHORD c N TOP CHORD A .a N n (D Q o :E � O ^ g 00 o n> 50 7 C « w ANO o, a o (p — Q O C y -p Q n 0 -a 0 C 3 Q� Q 0 a 5c o 3 C {G W n (p (Q ?7 O n 7 O (D ? n N p ^ Q �� Q� 0 (D v °_ (D N n ^ u(D (D - �(D d^ O -0 Q o (D 3 3 Q�. Q (D (Q 3 p n �o rn�n o0 (D o CoQ o3n Q3 coo (D N ��N O �.-0 (D 0 m o0X O Qo 0aQ ocQ� rt M O n V• QQ. o•o o ° (�°�� (Doo Q� �.�° Q m(D� °(3D Q3m m CL (D O ® -0 �� o �� OQOOQ (D /�� 0 O(D �Q �(� �0 0 3OQ �� (D (DQ C Q� Q(D(D (D (D 3° Q '.O 'N (DO -< Quo o� (D (0o �� "Qm o 0(Q Amo (D 0 H �V a o(D pN 0� Q•o 7�O �� OAC 7(D no Q 7Q 3 6 Q�N n0+° CQ (D �(D3 O 0 3 5* C-1, QN 30 (DO Q0� (4- 0� Cn N n C3Q NQ �Q. '< O �(n Q C �(." on. 03 a, �a n oQ o6 30 ° Q 3 �3 00 `<n (�_ mom C H 7 -+ � -o 3 0 O ? Q 7 Q D (D 07 n(D (D p_ O n � (p CL o9 v' '003 Q Q o < (D Q C �Q °N �c o`^ (O.� v OO cDo Q OQ Q O QLp' cQ oC (D �(D n �-` (Q Q�(Q -0 (D 0 C �� Q (D O 7Q (D� 7 (Q (D O Q Q7 3 n �� N Q QUO N :D ODS u (Q ti Q u,. - (Q - Q Q Q W 7 Q Q Q 0 u' _+ O N 7 (D O Q O y ^ O (D (D (Q Q� 7 (Q :3 :3 N �(D O, o O : O° 07 : d(D M QQ (D Q (DN 3 (D Q O,� 5 n �Q n n 0 '8 O C) Q (D Q � O n ' (D Q (° 'o (� 0 to 0 : Q (] 0 0 rn CP Cp MAP SHOWING' SURVEY OF: CONDOMINIUM UNIT 6 OF SCHEIDEL COURT CONDOMINIUMS so RolRN wq Y�gNF 'J neo j UNIT 3 I UNIT 4 i SET 1/2* IRON--- PIPE (LB 3672) Z 0r cNCRETIE PAIIOF F1 0 o I UNIT 5 � CA I 0— 0 :2-- ::� SET 1/2" IRON PIPE (LB 3672) O ��JO W O �o O �I SET 1 /2" IRON PIPE (LB 3672) N CONCRETE PATIO UNIT 6 I I NOTES: (N ' 30 E 4 30 74.3 N82.5 CONCRETE n n A/C PAD - I. - CONCRETE 32.3' ID STOOP TWO STORY FRAMERESIDENCE N0. 1112 74.36' FIEL,30»E 74 ttA N 32.3OSTORY FRAMESIDN15H o NoORELEVATION=12.56RETE 32.37 I 0 N II I W Q J � U W CA J + I > I m T-4 I FOUND REBAR �(NO READ) 22.0' 1 CONCRET DRIVE I CLEANOUT I , r Z 30 CONCRETE 22.0' STOOPCONCRETE v A/C PI' 0 Lo N �I-4 37 Z Nr O o N 0 .16 pD 0 UI U?, T a? O r 0 � �rj �' SET 1/2 IRON > PIPE (LB ^ 672) 9 N J � ) 0 a m O�oo O 2 -WATER METERS SET 1/2" IRON r PIPE (LB 3672) W S82•54 30 ELECT4C Box I (S82 54 20 W FIEL) U 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON NORTHWESTERLY LINE OF LOT 6 BEING N82'54'30"E PER PLAT. 4. BENCH MARK USED IS NORTH RIM OF 36" STORM MANHOLE EAST OF NORTHWEST PROPERTY CORNER OF SCHEIDEL COURT SUBDIVISION. ELEVA ii;)id=11.92 (NGVD 1929). 'I I > N IT U 7 z I m Z UNIT THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. THIS' SURVEY WAS MADE FOR THE BENEFIT OF DOROTHY PATTON; BEACHES HABITAT; FLORIDA HOU ING FINANCE CORPORATION; ATTORNEYS' TITLE INSURANCE FUND, INC.; AND DONAH00, BALL'!, & McMENAMY, P.A. "NOT VALID WITHOUT THE SIGNATURE AND THE DON ! W BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. '!,LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER.' FLA. LC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: JCJ 1500 ROBERTS DRIVE DATE: OCTOBER 25, 2005 FILE #: 2005-1604 JACKSONVILLE BEACH, FLO IDA 241-8550 SHEET 1 OF i City of Atlan Building Dei Certificate of ( This Certificate issued pursuant to the rc Florida Building Code certifying that at was in compliance with the various building construction or use. For the follc Date: November 04, 2005 Owner: Beaches Habitat Address: 1112 Scheidel Ct, Atlantic Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-29805 DON C. FORD, C:] Building Official c Beach ements of Section 110.2 of the time of issuance this structure Lances of the City regulating Florida 32233 Building, Planning & Zoning Inspection Department CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Li4 C%�� Permit #: Property Address: ///z JCVA- Legal Description: Improvements to the above-described x accordance with the terms of the permit occupancy as: Date 0 Single -Family Reside ❑ Commercial CP Other: It !A,)west Floor Elevation: A2. 1 Required J. d /7 7'B/ 1;w .y have been completed in are certified to be ready for —1_2 S' '_ As Built The following must be completed before ---issu Cert(fiicate of Occupancy: Department Date Notified Date Approved Approved By Fp:' Public Works 3 e S Planning Dept. Building Dept. ,. . p • o Xy WG it, iTI2S %V Final Survey with FFE [K Yes All Re -Inspect Fees Paid L1 Yes No No BE 2� Tr 11) Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Friday, November 04, 2005 8:39 AM To: Cunningham, Kerri Subject: RE: Final Co Both of these are good From: Cunningham, Kerri Sent: Thursday, November 03, 2005 1:38 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, hil; Walker, Chris; Matthews, Carlene Cc: Graham Shirley Subject: Final Co Beaches Habitat, Paul Finley has requested a final co inspection for 1112 and 1114 Scheidel Ct Permit # 05- 29805 and 05-29806.. Paul can be reached at 241-1222. Thank You 11/4/2005 MAP SHOWING "SURVEY OF: CONDOMINIUM UNIT 5 OF SCHEI EL COURT CONDOMINIUMS co, R�I�E UNIT 3 UNIT 4 0„ E-=-'�' SET 1/2" IRON At 8 2 5 PIPE (LB 3672) v CONCRETE CONCRETE Z STOOP 0 A/C PAD IL m Z J � 32.3 .J O N TWO STORY FRAM 2 5 o o O W UNIT 5 P RESIFINI E No OR OR 0 ELEVATION 17 O CONCRETE 0 L PATIO COMMON 32.3• WAL� 7 4 SET 1/2" IRON c Q -� „W PIPE (LB 3672) Jv •��' (74.36' FIELD) N N p T VO STORY FRAME J ZO J RESIDENCE N0. 1114 cD o f i UNIT 6 CONCRETE 32-S 0 0 �O I CONCRETE v STOOP �CONCRE ➢^ U � _ A/C P SET 1/2" IRON 58254 30 PIPE (LB 3672) (S82'54'20"W UNIT 7 UNIT 8 NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BEARINGS BASED ON SOUTHEASTERLY LINE OF LOT 5 BEING S82'54'30"W PER PLAT. 4. BENCH MARK USED IS NORTH RIM OF 36" STORM MANHOLE EAST OF NORTHWEST PROPERTY CORNER OF SCHEIDEDL COURT SUBDIVISION. ELEVATION=11.92 (NGVD 1929). THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. I 0 00 (A J 13 (T m I Y D I � I ZFOUND RESAR ISORMER I (NO READ) 220' * I i n CONCRETE DRIVE m 0 CLEANOUT v D � z A CL ANOUT o I 0 CLEANOUT CONCRETE Or VE I X2.0' u � v p (P 4.37' IELD) J �0 � O cr� O -rl � Q 0 fr1 rn SET 1/2 IRON PIPE (LB 3672) J O �O �c C) r O " � ITl fTl 2 -WATER METERS SET 1/2' IRON PIPE (LB 3672) ujY ELEC IC BOX it I' I m N L I m Zi THIS' SURVEY WAS MADE FOR THE BENEFIT OF LEROY & LATARSHIA SMITH; BEACHES HABITAT; FLORIDA HOUSING FINANCE CORPORATION; ATTORNEYS' TITLE INSURANCE FUND, INC.; AND DON H00, BALL & McMENAMY, P.A. -NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. ,LIC. SURVEYOR AND MAPPER No. LS 3295 SURVEYOR AND MAPPER." FLA. L C. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: JCJ 1500 ROBERTS DRIVE DATE: OCTOBER 25, 2006 FILE #: 2005-1603 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 M N: CITY OF A' 800 SF ATLANTIC R INSPECTION Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . Owner MC BEACH LE ROAD FLORIDA 32233 E LINE 247-5826 05- 0029805 Date 111 SCHEIDEL CT DPLX 1216RAD/1242SURCHG TWOFAMILY RESIDENCE TO E UPDATED 88836 BEACHES HABITAT 1671 FRANCIS AVE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- Permit . . . . . . ELECTRICAL PEE Additional desc NEW 15OAMP, 11 Sub Contractor BROOKS & LIMBF Permit Fee . . . . 95.00 Issue Date . . . . Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total 0 Charged P! ---------- --- 95.00 .00 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. h�,kt. BUILDING OFFICIAL 5/24/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL.32233 (904) 241-1222 ------------------------------------ MIT H, 4W, 240VOLT UGH ELECTRIC CO Plan Check Fee .00 Valuation . . . . 0 iid Credited Due ------ ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING CITY OF ATLANTIC BEACH J Y s, yr ELECTRICAL PERMIT APPLICATION �Ui3 r Date.• J lus Property Address: ( 12- OVER _-3225'Owner: �1 G Contractor• Y C4 Telephone #:Z9 �?Z 2, ; , ` e ho ne #: _ Contractor Address: ' H.P.RATING COMP. MOTOR Jt_ F Fax #• Contractor Si nature: ( I AMPS In consideration of permit given for doing the ork described in lithe accordance with the attached plans and specifications which area ordinance and standards of good practice listed therein. above statement, we herebyagree gr a to perform said work in art hereof and in accordance with the City of Atlantic Beach Building: 9/1\iew ❑ Old ❑ Re -wire Building Type: ❑ Residence ❑ ❑ Commercial ❑ ❑ Addition Trailer Temp.ew Signs Sq. Ft. � Service: ❑ Increase ❑ Repair If other construction is being done on this building Or site, list the building Permit number: ize. Condfor AMPS: COPPER ALUMINUM Switc ERAC Brea xisting Service Size Meter AMPS AMPS PH PH W VOLT WAY RACE W VOLT WAY Number I! NO SIZE Feeders: Lighting Outlets NO. SIZE NO SIZE CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed Appliances Air Motors Transformers No.N-,on_Transf. Ea. Sign 0.100 AMPS OVER H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTOR AMPS 0-1 H.P. VOLTAGE ;,,I PH NO. KVA NO. BELL TRANSFER. CEILING KW -HEAT HEAT NO. OVER 1 H.P. PHS KVA 800 Seminole Road • Atlantic Bch, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-584 . htti)://www.ei.atlantic-beach.fl.us Revised 1/04 1{ CITY OF ATLANTIC BEACH r � 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner 05-0!0029805 Date 1112 SCHEIDEL CT DPLX 1216RAD/1242SURCHG TWOFAMILY RESIDENCE TO E UPDATED I 88836 BEACHES HABITAT 1671 FRANCIS AVE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- Permit . . . . . . MECHANICAL PEF Additional desc INSTALL CU & I Sub Contractor OCEAN STATE HE Permit Fee . . . . 71.00 Issue Date . . . . Fee summary Charged ----------------- ---------- --- Permit Fee Total 71.00 Plan Check Total .00 Grand Total 71.00 PERMIT IS APPROVED ONLY IN ACCORDANCE, WITH ALL CITY OF A CODES. 6,-C, 4A DDING OFFICIAL 7/13/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 ------------------------------------ 4IT T & AIR Plan Check Fee Valuation . . 3.id Credited Due- ------ ---------- ---------- 71.00 .00 .00 .00 .00 .00 71.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING .00 0 CJ '� MVIECIIANI Property Address: 1 j i o2 S c Owner: Contractors ,e 4�n,;T Contractor Address: l y-76, OF A'T'LANTIC BEACH PERMIT APPLICATION Date: ]" 12-40$— Telephone #: Telephone F1 Fax Contractor Siunatur In consideration of permit g' en for doinc de 'bed in the above sta ement, we hereby agree to perform said work in accordance with the attached plans and pecifications whi are a part hereo ccordanq with the'City of Atlantic Beach ordinances and standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: Electric P ❑ Gas: LP Natural _Central Utility ��©n ❑ Oil ❑ Other — S ecifv MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK X Heat _ Space _Recessed X Central _ Floor lid' Air Conditioning: Room Central ❑ Duct System: Material p 4- Thickness� Maximum capacity M9 1600 cfm J< Refrigeration ❑ Cooling Tower: Capacity fpm ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) Z) Gasoline Pumps (Number) ❑ Tanks (Number) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Gas Piping ❑ Other — Specify LIST ALL AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR Number Units Description Model # 1, I L` .J . 3ittynnay HEATING – FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model 4 FI N" Nominal Capacity Type Liquid How Many & Dimensions Contained Ar Residential ❑ Commercial X New Building ❑ Existing Building ❑ Replacement of Existing System IW New Installation (No system previously installed) ❑ Extension or Add-on to Existing System ❑ Other - Specify firer Ton' s 'W c;2 BTU's Approving Agency Approving Agency Z- 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • httpl�//www.ci.atiantic-beach.fl.us Revised 1/04 I U CITY OF ATLANTIC BEACH 800 SEMIN LE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . 05-10029805 Date 111 SCHEIDEL CT DPLX 1216RAD/1242SURCHG TWOII,FAMILY RESIDENCE TO � E UPDATED i 88836 3/07/05 Owner ------------------------ .00 Contractor .00 BEACHES HABITAT .00 ------------------------ BEACHES HABITAT .00 1671 FRANCIS AVE 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 -------------------------------- -------,I ------------------------------------ Permit BUILDING PERM IT Additional desc Permit Fee .00 Plan Check Fee Issue Date . . . . 3/04/05 Valuation .00 88836 Expiration Date --------------------------------------- 8/31/05 Other Fees . . . . I------------- . . . . . CITE ----------------------- RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST OONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5.77 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Permit Fee Total .00 Plan Check Total .00 Other Fee Total 2117.27 Grand Total 2117.27 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF a BUILDING OFFICIAL IES { .00 .00 2117.27 2117.27 Credited Due .00 .00 .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING CITY OF ATL 800 SEMIN ATLANTIC BEACI INSPECTION PHC Application Number . . . . . Property Address . . . . . . Tenant nbr, name . . . . . . Application description . . . Property Zoning . . . . . . . Application valuation . . . . Owner DTIC BEACH �E ROAD FLORIDA 32233 E LINE 247-5826 05-O'!10029805 Date 1112ISCHEIDEL CT DPLX 1216RAD/1242SURCHG TWOIAMILY RESIDENCE TO B UPDATED 88836 BEACHES HABITAT 1671 FRANCIS AVE ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- Permit . . . . . . PLUMBING PERMI Additional desc INSTALL 13 FIX Sub Contractor ADVANTAGE PLUM Permit Fee . . . . 126.00 Issue Date . . . . Fee summary Charged Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTPY OF CODES. BUILDING OFFICIAL 3/07/05 Contractor ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241 -1222 ------------------------------------ URES ING Plan Check Fee Valuation . . Paid 126.00 .00 26.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING RE EIVE0 CITY QF ATLANTIC BEACH SUILDAG CITY OF ATLANTIC BEA H MAR 0 1 2005 BUILDING PERMIT APPLICA N (FOR NEW SINGLE FAMILY RESIDE C1 A� DUPLEX CONSTRUCTION) Date: 2/25/05 Job Address: 1112-1114 Scheidel Ct., Atlantic Beach FL 32233 Owner of Property: Beaches Habitat Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone: (904) 241-1222 Legal Description: Scheidel Court. Tract "A", Units 5 & 6 Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave, Atlantic Beach, FL 32233 Telephone: (904) 241-1222 Fax: (904) 241-4310 Describe proposed use and work to be done: Construct residential �i u lex Present use of land or building(s): Vacant land Valuation of proposed construction: $72,000.00 Is approval of Homeowner's Association or other private entity Will this project involve changes in elevation, site grade or any use of ❑ O. Applicant certifies that no change in site grade or I i�KYES. See Step 2 below. Approval of the Public Works D Permit. See attached Sub. Prelim. Plat Review Perm ❑ No. Applicant certifies that no trees will be removed fo Ue"YES. Removal of Trees will be required for this project. Removal Permits to be reviewed by the Tree Cons( 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. ? 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 this project. FREE REMOVAL PERMIT IS REQUIRED. Tree vation Board, which meets two times each month. and provide all information as appropriate. STEP 1. Verify zoning designation and proper setbacks for the propo"ed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-582. 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 no� required, written verification must be provided with this application.) The Department of Public Works is located at: 11200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed 4 relocated. STEP 4. Please submit Building Permit Application, Energy Code Fos, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construct' i Dn plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,i FL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Telephone: (904) 247-580 — Fax:: (904) 247• Page 1 h, Florida 32233-5445 — http://www.ci.atiantic-beach.fl.us Revised 1/14/03 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 wet] 5. Impervious Surface area calculations: include driveways, sidewa may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify thatall mf ation provided with this application is torte Signature of owner: 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: ?-/-z S /off' I hereby certify that I have read and examined this application and know',e same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether s ecified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state r 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 the plans and supporting data have been or shall be provided as required. Signature of Contractor: �"^�� V4 Date: Z�Zf/o5-- j Address and contact information of person to receive all correspondence rIgarding this application (please print). Name: Paul Finley, Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904) 334-2278 Fax: (904)241 - -43 1 E -Mail: AS TO OWNER: Sworn to and subscribed before me this —QY— day of State of Florida, County of Duval JENNIFER SCHWETER MY COMMISSION # DD 121301 EXPIRES: May 27 2006 ^., F q° •' Bonded Thru Notary Public Underwriters AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Notary's Signature u Personally known L Produced identificatic Type of identification day of Notary's Signature JENNIFE` HDDEER Personally known ;;s" •° 4�. Produced identificatic *, MY COMMISSION # DD 121301 "F EXPIRES: May 27, 2006 Type of identification ....... Bonded Thru Notary Public Underwriters 800 Seminole Road – Atlantic F Telephone: (904) 247-580 – Fax:: (904) 247-5 Page 2 , 20 0-5 , 20 d5 s h, Florida 32233-5445 – http://www.ci.atiantic-beach.fl.us Revised 1/14/03 PL OF ATLANTIC BEACH 'ERMIT APPLICATION Date: Property Address: /I / Z SGH L= I'D EL G 04, r- Owner: Telephone #: 7-0-12 21. - Contractor: V— a Telephone #: i1L}1- C(_ S 4 Contractor Address: _(*32, v2i.4 1 Fax #: A9�1' ` 97 6z_ 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 Dost recent edition of the Southern Standard Plumbing Code. Plumbing Type:/ If other 4onstruction is being done on this building or site, �3' New list the b4ilding permit number: ❑ Re -Pipe Number of Fixtures: Bath Tubs Showers Closets_ Shower Pans Dishwashers Sinks Disposals_ Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other [Fees Permit Issuin Fee: . Issuing $35 00 )3 Total Fixtures: X $7.00 + $35.00 800 Seminole Road . Atlantic Bea0, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 6ttp://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLA TIC BEACH f PERMIT CALCULATION SHEET Date: s_ Address / t ( Z .Sc r4f-t l7,E- c- C?''". % n c -3N Ho o Heated Square Footage 2,1 (o @ $ 'i .', p per sq ft = $ Y _®r Garag ,/ Shed Z 6 @ $ 3 f . per sq ft = $ y Carport / Porch Q @ $ _ per sq ft = $ Deck 0—@$ per sq ft = $ Patio —@$ per sq ft = $ KF CF 3 L Total V&luation TOTAL VALUA I s1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOT. ZONING: WY- +/2 FLOOD ZONE:_ (d) F IMPERVIOUS SURFACE: J�D BUILDING FEE ing Fee daces @ $35.00 1/13/03 BUILDING PERMIT FEE $ � WATER IMPACT FEE $ q/0 SEWR IMPACT FEE $ / Z J"O WATER METER/TAP $ CAP6AL IMPROVEMENT $ z .� Cid+ r 3Ur� SEWER TAP $ —i — St �xtt r c tt p r� C (/V) RADON HRS .0050 $ Q % r, SECTION H PAVING ( ) $ - O -- CRO S CONNECTION $ Ys 4-- SCAN (I . ST )-) SURCHARGE $ Co, 20 L6 OTHER $ &F GRAND TOTAL ISL E: $ 1/13/03 WATER IMPACT FEF WORKSHEET ADDRESS: f / / 2 -!�-Gf-!E to 6-: /3w uff6 usr FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers residential 2 � � Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic it 2 Drinking fount n/Icem4 % Floor drains 2 Hose bib 1 2 -- Kitchen sink domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher1 13 � 2 � Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic2 �1 Sink 2 Urinal 4 Urinal,/ gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation q Water closet, public installation g TOTAL NUMBER OF UNITS= 0 , MULTIPUED X 20 TOTAL $ V18 a <a aaaaaaa z zz zz`z'z'z'z'z l �zzzzz C aaaaak, R, zaaa g g zzz'zzz'z z z z°Ozzzzzzzz z » ��\ >»> h e w w� u E ° v ' u pphp"p, o $ h hp 3 3 i+ •O � •u h E 3 3 0 o m ao — q 00 �l+ G u 00 0. m N• V °C` 5 p i 31 •'Ce v ° ° cEi E � u � ° ° = E o e 4 g _m y o C vi O O m m o u u E N i �.• o a o Q U � � � . _ 0 LL fJ nt Q N �C th a0 °� C; 9 < g g zz'z'zz '^ z pu zzzzz 86 u z l as <a<a z'z zzzz � z O 3UU UUU •��. ao E o z zzzz C aaaaak, R, zaaa g g zzz'zzz'z z z z°Ozzzzzzzz z » ��\ >»> h e w w� u E ° v ' u pphp"p, o $ h hp 3 3 i+ •O � •u h E 3 3 0 o m ao — q 00 �l+ G u 00 0. m N• V °C` 5 p i 31 •'Ce v ° ° cEi E � u � ° ° = E o e 4 g _m y o C vi O O m m o u u E N i �.• o a o Q U � � � . _ 0 LL fJ nt Q N �C th a0 °� C; 9 <aaaaa z 'z'z z 'z z zz'•zzzz hpp O; aaa z aaaa aaza 'zzzz'z'z zz z °z zzzz zz ° [+V F^• N aaaaa < g zz'z'zz z z za zzzzz z u z l as <a<a z'z zzzz � z O N w z zzzz w � � a_ ry U W W VJ � m u Q (] e O � ^ � N Q 9 h pp °o A(i.� zym •°Qmg r� C4 —Qac>_=`<_ O N V N u p e 00 W U ca W 4?.5.°°5> a $ u $ 6 ° N ^ 4o z z o< z a o ° <aaaaa z 'z'z z 'z z zz'•zzzz hpp O; aaa z aaaa aaza 'zzzz'z'z zz z °z zzzz zz ° [+V F^• N aaaaa < g zz'z'zz z z za zzzzz z z z ,`+ v vi 16 r: ao 1 1� ) 0 'aaaa aaa aaa aaa I,z'zzz zzz zzz z'z'z 0 0 0 00 0 0 O O O 0 0 0 ,zzz zzz �;� zz\ h h .-. c• C 3-9 .9 0 L u •_ ° r $ 4 .a .= W m s y p L V •p p ° G C3hp.E c• r e•.:c a 3 O L 3 O O O L 9 u � 3 � o m u •$ 5� 9 Q 9 Evf.. 9 6 3 E w 'C "c u a$o as a •p u .O0 m m� .5 m m m u m A •oo c m n �•O�•O .OQ ¢��¢Q�•6 O`o ¢`74ti °�<aiaUQai��Qai�dai g < < < < g<•«d�da a< Z$ z z z z z zz'zz'z�z 'zz ZZZz'z ° z zo z° zO° ;R z° zo z :2:2;2:2 OOz F C b U LL... U m q u � � n v, •C cn• F � � .g 'o U S U •8 c F� 9 Mw 0 isC = 5� ,55am 3 Y m Y El Y ap; y V W. i I to satLiudwU � •$• m —N V N N N N N N N N >,,z r <6 « « « <aa<Q« « <6 « dad< « z� z�Z��Zz zz`z'z�Zzxz z'z z3 zzz'zzz zz° z°z°z°z°z°O\I zzzzzz°zzz z°z zz° z°z\z'0 \°z m 7Etc F o m O of M F a F 5 5 y pO ' !� C •(MjpL Y YFFS �' m.B gj MF j g �O HC 1 yTJ�'i %o g. os Q "5C sp .a •� ': a C" = E •g tQ4 I1 p i y' 1� W !• � m O Mp �( U 3 5F n^S ei uu U W o N u 40".1 w e� o Fo yS of 44 4 m< ci COuiu; CV 0044�rC a O ^ y 5 zZz �zzzZ2ZzzZz zzzz °zzzzz °z °zz z ;; } >1 >,,z r <6 « « « <aa<Q« « <6 « dad< « z� z�Z��Zz zz`z'z�Zzxz z'z z3 zzz'zzz zz° z°z°z°z°z°O\I zzzzzz°zzz z°z zz° z°z\z'0 \°z m 7Etc F o m O of M F a F 5 5 y pO ' !� C •(MjpL Y YFFS �' m.B gj MF j g �O HC 1 yTJ�'i %o g. os Q "5C sp .a •� ': a C" = E •g tQ4 I1 p i y' 1� W !• � m O Mp �( U 3 5F n^S ei uu U W o N u 40".1 w e� o Fo yS of 44 4 m< ci COuiu; CV 0044�rC a O ^ y 5 zZz �zzzZ2ZzzZz zzzz °zzzzz °z °zz z CITY OF ATLANTI' st BUILDING / ZONING DEPARTMENT 800 SEMINOLE R } , , ATLANTIC BEACH, FLORIDA TELEPHONE: (904) 2 FAX: (904)247-545 Jl �http://ci.atiantic-beac}¢Rus PLAN REVIEW COMMENTS Permit Application # of Property Address: E4 I Applicant: Project: Do BEACH D. Ford AD S. Doerr 32233-5445 7-5800 D tA-. Cz� This permit application has been: proved ❑ Reviewed and the following items need attention: Please re-submi Reviewed by: been completed. Date: 3 , y' Q r— CITY OF ATLANTIC BEAC] BUILDING / ZONING DEPA 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0�5- 29 605 Property Address: 'f -f+ Applicant: _ �j 1�—S 0'J 4 Project: lL--t V TMENT This pe it application has been: Approved r7 Reviewed and the following items need attention: Cc: D. Ford ins S. Doerr Please re -submit your pplication w these items have been completed. Reviewed By: Q� Date: NOTICE OF CO State of4�R County of ,) t�,,4 To Whom It May Concern: The undersigned hereby informs you that improvements will be made the Florida Statutes, the following information is stated in this NOTICE Legal Description of property being improved: .$CH g, _09rL Address of property being improved: General description of improvements: Owner: Address: Address: Owner's interest in site of the improvement: CEMENT Tax Folio No. certain real property, and in accordance with Section 713 of F CONI LENCEI LENT. CT .A •r, a,�,�, A'c .3 z. z3..;e Art Fee Simple Titleholder (if other than owner): Name: tractor: RL sa 5 e� t4 Address. 1671 F Telephone No.: Fax No:�'31_ Surety (if any) Address: Amount ofBond S Telephone No: Fax No: Doc # 2004380410, OR BK 12174 Page 585, Name and address of.any person. making a loan for the construction of the Number Pages: t Name: Filed & Recorded 12/06/2004 at 01:38 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING $10.00 Phone No: Fax No: _ Name of person within the State of Florida, other than himself, designated! by owner u pon whom aekss or other served: Name: documents may be Address: Telephone.No:. Fax No: --------------- In addition to himself, owner designates the followin person to OO P receive a copy of the Lienor's Notice as provided m Section 71.06 2 b , FloridaFiorida Statues. (Fill in at Owner's option) j Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is. one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR REC ER'S ONLY OWNER Z2t'_ Signed' /�Z g r t1 .M i ��'' Date: 1'VONNE M. CALVEFtI Ey Before me this _ _ �y o 5 L c _ ,� the County of Duval, State . MY COMMISSION a! pp X192 Of Florida, has personally appeared .i •. hIRES: Juy29, 2008 Notary Public at Large, Slate of Florida, County of Duval. N00"i PtA* wrrw. ivly commission expires: ,11 /4 Q cr Q o n S' Personally Known: Produced Identification: or 1-4 —5'/G %% -S - 6 3 -0 S PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Footing Z.�I Slab Tie Beam Lintel Nailing/ Sheathing/ Framing erl�v3— Electric Final Insulation Building Final Drainage Inspection: Pool Permit # Roofing Permit # Fire Inspection: Failed Inspections: r Certificate of Occupancyl— Or OS- Z�Bo ELECTRIC Z.�I Tem .Power # JEA _Release Date Temp. Power Letter Rec'd. Temp Pole # JEA Release Date Rough JEA Release. Date Electric Final JEA Release Date Inspections: Steel Elec./Grounding Inspect: Nailing/Sheathing MECHANICAL Gas Piping Rough Mechanical Final Type Work: Phone # Phone # Date Issued: New U c ZL-(--(Zz7 Final _ Final Final I Date Paid: M jS' City of Atlanti Building Dep Certificate of O This Certificate issued pursuant to the re Florida Building Code certifying that at was in compliance with the various building construction or use. For the folic Date: November 04, 2005 Owner: Beaches Habitat Address: 1114 Scheidel Ct, Atlantic Construction Type: Wood Frame Use Classification: Duplex Permit Number: 05-29806 pancy ements of Section 110.2 of the time of issuance this structure lances of the City regulating Florida 32233 ON C. FORD, C.B.O Building Official Post in a conspicuous space. Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET 6_5 JCA; 'F/,Af/_ C Improvements to the above-described prop accordance with the terms of the permit a� occupancy as: ❑ Single -Family Residem:' e ❑ Commercial Other: 1,l Lowest Floor Elevation: Required .y have been completed in are certified to be ready for /,z 31W As Built The following must be completed before issu Cert(iicate of Occupancy.- ccupancy.Department Department Date Notified Dlte Approved Approved By Public Works Works Planning Dept.Sc- Building Dept. !- �/ - o j GA -V 11,4; * s Final Survey with FFE L Yes All Re -Inspect Fees Paid L1 Yes I❑ No No J.M" L Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Friday, November 04, 2005 8:39 AM To: Cunningham, Kerri Subject: RE: Final Co Both of these are qood From: Cunningham, Kerri Sent: Thursday, November 03, 2005 1:38 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris; Matthews, Carlene Cc: Graham Shirley Subject: Final Co Beaches Habitat, Paul Finley has requested a final co inspection for 1112 and 1114 Scheidel Ct Permit # 05- 29805 and 05-29806.. Paul can be reached at 241-1222. Thank You 11/4/2005 CITY OF ATL 800 SEMS ATLANTIC BEA( INSPECTION PH MC BEACH LE ROAD FLORIDA 32233 E LINE 247-5826 Application Number . . . . . 05-Q0029806 Date 5/24/05 Property Address . . . . . . 1114 SCHEIDEL CT Tenant nbr, name . . . . . . DPLX 1216RADON/1242SCHG Application description . . . TWO','IFAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 88836 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --------------------------------------- ------------------------------------ Permit ELECTRICAL PE�MIT Additional desc NEW 150AMP, 1�H, 4W, 240VOLT Sub Contractor BROOKS & LIMBAUGH ELECTRIC CO Permit Fee . . . . 95.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged 95.00 .00 95.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF CODES. BUILDING OFFICIAL laid Credited Due ------ ---------- ---------- 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA BUILDING 0 rS :L`Ir• CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION rY/ r It %r Date: Property ddress: _.-)C. C 1It C Owner: IXLCs HabJat Telephone #: 2y I- 12 Z 2 r-^ Contractor: i ' 7 y Y`A; Ci n (� b fn Y �_uan iec' h - Ye Qihone #:LH (- Clc)_':�� Contractor Address: 4 2 -e et. Fax #: Contractor Signature: Y - In consideration of permit given for doin+th�wo�k asscribed in !the above statement, we hereby agree to perform said work in accordance with the attached plans and speci cations ich are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. ]Building: ❑ New ❑ Old ❑ Re -wire B 'Iding Type: ❑ Trailer Residence ❑ Temp. Commercial ❑ Signs ❑ Addition Sq. Ft. Service: j --New `Or 0 Increase ❑ Repair If other construction is being done on this building site, list the building Permit number: Conductor Size: AMPS: COPPER ALUMINUM Switch or Breaker AMPS PH W VOLT2-(�() RAC WAY Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW -HEAT Motors 0-1 H.P. IVOLTAGE PH NO. OVER 1 H.P. PHS Transformers UNDER600V OVER600V NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic $each, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us Revised 1/04 3 )7/05 Owner BEACHES HABITAT Contractor BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------------------------------------------- (904) 241-1222 Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 3/04/05 Valuation . . . . 88836 Expiration Date 8/31/05 ----------------------------------- Other Fees . . . ------------------------------------ . . . . . . CITY'RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325.00 ST CIONSTRUCTION SURCHARGE 5.58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5.77 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 410.00 WATER CONNECT/METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2117.27 2117.27 .00 .00 Grand Total 2117.27; 2';117.27 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODjc° 10 BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-40029806 Date 3/07/05 Property Address . . . . . . 1114 SCHEIDEL CT Tenant nbr, name . . . . . . DPLX 1216RADON/1242SCHG Application description . . . TWO '.',FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 88836 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Dormice PLUMBING PERMIT INSTALL 13 FIXTURES WWANTAGE PLT4BING 7harged Cityy �o��f Atlantic Beach 126.00 *** (x)STOWER Type: RECEIPT *DraNer: 1 0 0 Date: D3/07/ YP ' 126 .00 Date: 3107/05 01 Receipt no: 38006 Quantity Description 29806 Afount Bp BUILDING PERMIT12243.27 1.0 2K5 29805 Bp BUILDING PERMITS f2243.27 1.0 Tender detail 14486,54 CK CHECK Total tendered 14486.54 14486.54 Total paY e Trans date.. 3/07/05 Time: 16:41:31 Plan Check Fee .00 Valuation o Paid Credited Due ------- ---','126.00 .00 .00 .00 .00 .00 126.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATL IANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C BUILDING OFFICIAL R E 0 E I V E 0 t CITY OF ATLANTIC BEACH BUILDING 8 ZCiNWG� F CITY OF ATLANTIC BEAJH MAR 0 1 2005 BUILDING PERMIT APPLICA 9N ` FOR NEW SINGLE FAMILY RESIDE CE AN ------ DUPLEX CONSTRUCTION) Date: 2/25/05 Job Address: 1112-1114 Scheidel Ct., Atlantic Beach, FL 32233 Owner of Property: Beaches Habitat Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone: 1904) 241-1222 Legal Description: Scheidel CourtTract "A" Units 5 & 6 Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave Atlantic Beach, FL 323 Telephone: (904) 241-1222 Fac: (904) 241-4310 Describe proposed use and work to be done: Construct residentiaLiduylex Present use of land or building(s): Vacant land Valuation of proposed construction: $72,000.00 Is approval of Homeowner's Association or other private entity required? No If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ PfO. Applicant certifies that no change in site grade or till material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. See attached Sub. Prelim. Plat Review Permit. ❑ No. Applicant certifies that no trees will be removed for this project. "ES. Removal of Trees will be required for this project*, TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Tree permit approved on 12/21/04. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aaaroariate. Incomplete applications may result in delay in issuance of permit. 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 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 relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233, Telephone: (904) 247-5826. 800 Seminole Road — Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-58+45 — http://www.ci.atlantic-beacb.fl.us Page 1 Revised 1/14/03 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 wet] 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 mf atiion provided with this application is coal Signature of owner:—vim I hereby certify that I have read and examined this application and kno ordinances governing this type of work will be complied with, whether 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. -apmcal survey. CCCL, natural water bodies. patios and other Impervious Surfaces. Swimming pools Date:_ 2-A S or same to be true and correct. All provisions of the laws and Fed herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and thatthe plans and supporting data have been or shall be provided as required. Signature of Contractor. Date:S— Address and contact information of person to receive all correspondence regarding this application (please print). Name: Paul Finley. Construction Manager Mailing Address:_ 1671 Francis Ave.. Atlantic B, Telephone: (904) 334-2278 AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval 0;1 It"', JENNIFER SCHLUE7ER i; s MY COMMISSION # DD 121301 y - EXPIRES: May 27 2006 Bonded ThN No Public Underwriters AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval E -Mail: Notary's Signatu'r et& V" Personally known Produced identification. Type of identification produced Csp day of Notary's Signature Personally known Produced identificatic Type of identification ,2005 , 20 45 s 800 Seminole Road — Atlantic Beich, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 — http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 r JENNIFER SCHLUETER MY COMMISSION # DD 121301 EXPIRES: May 27, 2006 Bonded Thru Nolery Public Underwnlers E -Mail: Notary's Signatu'r et& V" Personally known Produced identification. Type of identification produced Csp day of Notary's Signature Personally known Produced identificatic Type of identification ,2005 , 20 45 s 800 Seminole Road — Atlantic Beich, Florida 32233-5445 Telephone: (904) 247-580 — Fax:: (904) 247-5845 — http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 r .Lyr ls; wed fl, CITY OF ATLANTIC BEACH ' PLUMBING PERMIT APPLICATION Jaz ,...- Date: Property Address: %� f 7 �G ►T�t-G �u,Q rf— Owner: �CaaY> Telephone #• 210—n Ll— Contractor: �' 1 v l3 Telephone Contractor Address: LD 3,� I Fax #: A�fq_ 97(a l In consideration of permit given for doing the work as described in the a ove 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 r post recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, / New list the building permit number: ❑ Re -Pipe Number of Fixtures: i Bath Tubs ( Showers 2 Closets Shower Pans Dishwashers I Sinks 1 Disposals Urinals Floor Drains I Washing Machine ti Lavatory 1 Water 1 Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Tot to 3 7.00 + 3 .00 Total Fixtures: i X $ $ 5 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • ihttp://www.cl.atlantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH J3 - f PERMIT CALCULATION SHEET Date: Address / /' f `-/ _%�� iv E i 17 -- c- ' ?". '7-n c.5 N Heated Square Footage .12,/6 @$ Garag :/ Shed 2-6 @ $ '• 3 F per sgft= $Yrs 3 t Y G per sq ft=$ �-- Carport / Porch 0 @ $ per_ sq ft = $ Deck 0 @ $ per sq ft = $ Patioo @$�persgft= $ TOTAL VALUATION: $ 3 Total V&luation I st $ r.�rPT-� Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TC ZONING: Ws-- L + FLOOD ZONE: x_ _ (d) IMPERVIOUS SURFACE: J 4 BL W, W. 'r� Cih( Y`c60 SE ER IMPACT FEE $ / 2.5'6 'ER METER/TAP $ 1TAL IMPROVEMENT $ SE $- /6) RADON HRS .0050 $ 6p. Q'%' p,y3 ST SCA( -U2 OT GRAND TOTAL $ AL BUILDING FEE $ Filing Fee $ 'ireplaces @ $35.00 $ Q .DING PERMIT FEE $ 'ER IMPACT FEE $ q/0 ER IMPACT FEE $ / 2.5'6 'ER METER/TAP $ 1TAL IMPROVEMENT $ ER TAP $- /6) RADON HRS .0050 $ 6p. Q'%' TION H PAVING ( ) $ - O - SS CONNECTION $ 3 S� y.1..) SURCHARGE $ (P. 2. - ER $ UE: $ 1/13/03 CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 PLAN REVIEW Permit Application # Property Address: "S (+4 Applicant: Project: This permit application has been: t 3/A r%r%r^wdmA D. Ford ms S. Doerr Permit Application # Property Address: Applicant: Project: T PLAN REVIEW This pe ' application has been: Appro eviewed d �thefollov4ing items need attention: Please re -submit your application when these items Reviewed by: S OD been completed. Date:�--- �- a C V 4 CC: CITY OF ATLANTIIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Higgins 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 24�-5800 FAX: (904) 247-5845 PLAN REVIEW This pe ' application has been: Appro eviewed d �thefollov4ing items need attention: Please re -submit your application when these items Reviewed by: S OD been completed. Date:�--- �- a C V 4 NOTICE OF Coi MENCEti1ENT State of VO4- 'Pi `g - Tax Folio No. County of L111),14 To Wh I M Ora t ay C Oraoncern: The undersigned hereby informs you that improvements will be made td certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF CON&JENCEjNENT. Legal Description of property being improved: Address of property being improved: General description of improvements: Owner:��i� Address: Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): j3,, AG j Z 23.E C Name: tractor: _ 1 lt.-A e:5 4or t4 3 Address: 16,7) F�� r r -�« C Z33 Telephone No.: '?4 Fax No:�"�_ ,�Z Surety (if any) Address: Amount of Bond ,S Telephone No: Fax No: _ Name and address of,any person. making a loan for the construction of the it Number OPages:410, OR BK 12174 Page 585, Name: Filed & Recorded 12/06/2004 at 01:38 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING $10.00 Phone No: Fax No: --- Name of person within the State of Florida, other than himself, designated by owner .upon whom notices or other documents. may be served: Name: Address: Telephone.No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is. one (1) year from the date specified): of recording unless a different date is THIS SPACE FOR REC ER'S ONLY OWNER ziL�1/x� Signed: '!-- YVONNE M. CALVERLEY Before me this Date: Z1 _= MY COMMISSION p Op �*— day ° ` ` `� in the County of Duval, State 342192 Of Florida, has personally appeared ; .. . idfrBorww EXPIRES: July 29, — Notary Public at Large, Stat -e- �of Florida, County of Duval. n'"'N0� +rae Nly commission expires:yu fu `I o�.on S' Personally Known: Produced Identification: F TG j SSG %% •-sY - 6 3 _L or Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. February 24, 2005 Mr. Don Ford Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Don, Attached are the following materials in support of Beaches Habitat application for a building permit for 1112-1114 Scheidel Court: 1) One (1) copy of Building Permit Application 2) Four (4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets 7) One (1) copy of recorded Notice of Commencement 8) One (1) copy of site drawing 9) One (1) copy of letter to Ms. Kaluzniak regarding fire sprinker & irrigation systems. 10) One (1) copy of letter to Mr. Carper regarding drainage, and erosion & sediment control plans. Please let me know if any additional information is required. Thank you, Sincerely, 4� r(-� Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. k BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD fr. j ATLANTIC BEACH; FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029806 Date 7/13/05 Property Address . . . . . . 1114'SCHEIDEL CT Tenant nbr, name DPLX 1216RADON/1242SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 88836 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- (904) 241-1222 Permit ------------------------------------ MECHANICAL PERMIT Additional desc INSTALL CU & Ali Sub Contractor OCEAN STATE HET & AIR Permit Fee 71.00 Plan Check Fee .00 Issue Date . . . . 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 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. k BUILDING OFFICIAL 0 �5u CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION ION 800 Seminole Road • Atlantic Beach, Florida 32233-5445""' Phone: (904) 247-5800 • Fax: (904) 247-5845 • httpj//www.ei.atiantic-beach.fl.us Revised 11(T4 E Property Address: SC,. op J e a Owner: FRIG e9 1'aht'7 a Telephone #: Contractor Telephone Contractor Address: J56b Fax #•[ �Lr1cl� a�{c�S�• '`l9 Contractor Signatur I �.X ------ In consideration of permit g�eni fordoinb de bed in�tlee statt ment, we hereby agree to perform said work in accordance with the attached plans andecfications whi area part hereordance�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 or site, ist the building permit number: Y- Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other — Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 15(- Heat_ Space _Recessed k Central _ Floor Residential X Air Conditioning: Room X Central Z1Duct System: Material Thickness ❑ Commercial Maximum capacity ids cfin Refrigeration >( New Building ❑ Cooling Tower: CapacityPm ❑ Fire Sprinklers: Number of Heads Z) Existing Building ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ 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 # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 1 F' �aiU�o3o v"'er o lk L TANKS Nominal Capacity Type Liquid Approving How Many & Dimensions Contained M ` ufacturer ^r 800 Seminole Road • Atlantic Beach, Florida 32233-5445""' Phone: (904) 247-5800 • Fax: (904) 247-5845 • httpj//www.ei.atiantic-beach.fl.us Revised 11(T4 E CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-C Property Address . . . . 1112 Application type description RESI Property Zoning . . . . . TO E Application valuation . . . . -------------------------'--------------- Application desc HURRICANE SHUTTERS ---------------------------------------- Owner ------------------------ SMITH ATLANTIC BEACH (904) 241-1222 ------------------------ Permit . . . . . . Additional desc . . Permit Fee . . . . Issue Date . . . . Expiration Date . . ------------------------ Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total FL 32233 BUILDING PERMI, 2/21/07 harped P� 40.00 20.00 60.00 PERMIT IS APPROVED ONLY IN ACCORDA CE WITH ALL CITY OF BUILDING CODES. 033802 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 ----------------------------------- Contractor ------------------------ JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731 -5819 --------------------------------- Plan Check Fee . . 20.00 Valuation . . . . 1300 ----------------------------------- Lid Credited Due 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 BEACH ORDINANCES AND THE FLORIDA a CITY OF ATLANTIC BEACH l ,> PLAN REVIEW SHEET =v' t Building Department Public Wor& Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Be h, Florida 32233 (904)247-5800 (904)247-534 (904) 247-5845 Fax (904) 247-5Z 43 Fax PLAN REVIEW COMMENTS p E Permit Application # Q (Q r 33 0 Q 2— f Property Address: 2.. C C Applicant: Project: rr O -ft-' This permit application has been: Approved as noted by the _ Final application approval 1 ❑ Reviewed and the following S. Doerr R. Carper D. Kaluzniak Public Safety Department. come from the Building Department. s need attention: Please re -submit your application when thei a items have been completed. I Reviewed By: Date Contractor Notified: Date: J \ {51\ WINDOWS, SKYLIGHTS, Please submit (2) complete sets of plans with application. Job Address: I I (Z 5,C11 -0_%'8,,J C.j Azr(A ti -Ti, Owner: _ gy+., +� �£`QA� Q (_CcCAC- 5 t, l G Address: (11Z, c -r, A -T\ p.NT L C, bC Legal Description: Block Number: _ Lot Number: Contractor: J e✓lt✓,tt_ O t7ti•�•o� Q� �C, c Address: City: JC, c,SOn V t State: Describe proposed use and work to be done: CJQ�� i GUi S1 -7l> Present use of land or building(s): Ke,:; Q Valuation of proposed construction: Oo • (�� Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height (ft) Roof Slope A11,4_ Window Elevation from Grade Building Width Window Height 3' (ft) CITY OF ATLANTIC BEACH �GE DOORS, HURRICANE SHUTTERS Date: ' l y —oL 32- Z33 P , 32 2-33 Phone: Zoning District: icense Number: cps_- -- � 7 `f Phone: 9Cq - 7� j / 19 32.2.0 i Fax: Cf0(4 731 -�1-0 12— If yes, please submit with this �(ft) Building Length (fit) (ft) Window Width /U (ft) Measurement from corner of building to window AJ Number of windows being installed Page 1 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 (ft) Mean Roof Height Florida 32233-5445 http://www.ei.atiantic-beach.fl.us 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 I. Manufacturer's Test Report with Uniform Structural Load 2. Installation Procedures 3. Window Description/Type 4. Garage Door DescriptiowType 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: Date: I hereby certify that I have read and examined this application and know tl e same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local roles, 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 t the plans ansuppyrtiyg dat� have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receivell correspondence regarding this application (please print). Name: Name: Advance Hurricane Shutters 2014 E. Adams St. ell Mailing Address: Contact: Victor Reyes 904 - Telephone: 4 622-64350 904-807-0] 74 Fax: 904-807-01781 E -Mail: Telephone: ----- - -- - - -- - - Email: vreyes@advancedbuilding,bjz AS TO OWNER: �% E Sworn to and subscribed before me this / day of 20 State of Florida, County of Duval i ,� •��REEVWES Notary's Signatur: [� NMY Pubft - SW ct Fletld� Cotllie�►Eb*0M61uy' JOS 2010 i 170 W= Personally known CAalnillien ''%?p,;,,•, .� � Produced identification Type of identification produced E k AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1 2 ^0O �`11Ni411N1//Nrr �. State of Florida, County, L A. Se z "4;Pp0126,�o;y� Notary's Signature: C #ODS : — Personally kn�wn �q�r �'�� ❑ Produced identification %;�fidei;`:•"��9titi' Type of identiocation produced IIIIIIII0 0 Seminole Road • Atlantic Be4ch, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904).147-5845 • http://www.ci.atiantic-beach.il.as Page 2 Revised 1/27/03 Duval County Property Appraiser - Parcel Summary 01 • r t let ;afZ a a7f '04j t ass€ w Home > Departments > Property Appraiser > Duval Database Search t Parcel Information Prii Owner's Name: SMITH LEROY E & LATARSHIA A I Real Est1 to Number: 178958 0820 Secondary Name: Property Address: 1112 SCHEIDEL CT Mailing ddress: 1112 SCHEIDEL CT City: ATLANTIC BEACH ATLANTIC EACH, FL Zip: 32233- Unit Number: 5 Zip: 3223 2006 Exempt Value: $25,000.00 PARCEL DESCRIPTION Page 1 of 2 Property Use: 0400 CONDOMINIUM Transacti `n Date: 10/28/2005 1 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL the actual amount of COURT UNIT 5 - 1/18 INT COMMON ELEMENTS Transaction Price: $79,500.00 documentary stamps 0/1112848-787 paid at the time of recording. The current rate is 70 cents per f $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM i�acLwn/ i vwnsntp/ Kange: I No. Bull Ings: 1 Official Record Book and Page: 12880-1 lHeatedArea: 0 Map Tile: 9417 IlExterior all: VALUES AND TAXES FROM 2005 CERTIFItD TAX ROLL (Land Value: I Taxing Au hority: USD3 Class Value: County Ta Improvements: School Tai: http://apps.coj.net/PAO/RENO.asp?RENUM=178958+080 i 7/28/2006 71orida ",iildino Codc Online *"- ', a BCIS Home I Log In I Hot Topics I Submit Product Approval USER: Public User Product Aooroyal Menu > Comments Archived �{d+_ Product Manufacturer u'�N NST" MF, CNI fNd�j��li "�l'C9s�r*,jn,�'�+4r�lil�dlq I"}`lxil�' FL # ROE�V ` '" F �m.�l-o- "ry " ryl "h�" � Ii '"a �! P��Y ..Application T e y P y�k`�'nl t��t•.7k�4�F�Sr��L� r iigj !. �. Code Version "ul�twci Es"""rr�Y Application Status Comments Archived �{d+_ Product Manufacturer le f�" r Address/Phone/Email �oaa �+ 4"ay�rT -,P r , R >rn 3r�y Y �4 tcF TH t��t•.7k�4�F�Sr��L� r iigj !. �. pC�I�h.�r��T�.t {fit +11�YNT0,�J�.µ1tsN .�.E. Authorized Signature �" •°, ��uyy xr�V � ��arn�,�� ¢l f1'a 7' �.'ntil''+IlliiTsrA'N'w^;'f.J iS m' Technical Representative f Address/Phone/Email wt rvrttr"S�rre'r w acv ��x� wa + flUit Cti45 t z a $: ra �n ze r�tYxti" m ......".". (I a•,��rs�,t�,r�l :x Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License L. — I I Page I of 3 I. H IT Myi�ll �T. Yiw� Y i t I� i 44]M+cR Y uY,r j r' ,u ' I � I it x t 1n I t`i7 , 7� r :� F u>•��1 dgSyJ 4 .%IhC 4}-n tier 'rF .i eti•v7 I'i ' n � � I 'C^,>•.,,er nyrF�r s ; .v..-rsr FY" `t�F"� H�zsr�+a- s... , e I Stats &Facts I Publications I FBC Staff I SCIS Site Map j Lin Bch > Application List > Application Detail i rL2249-R3 ,Revision 004 'Approved F11, f coy r own and Country. Industries, Inc. 00 West McNab Road _. Lauderdale, FL 33309 354) 970-7700 rmj@tc-alum.com adimir Knezevich k@knezevich.com Tylomas B. Johns/Ln 400 west McNab Rd. F�. Lauderdale, FL 33309 (54) 970-9999 t mj@tc-alum.com Shutters Accordion Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received John W. Knezevich PES 41961 Flo'n'da Bull�.i.ng Code Online Paae 2 of 3 �. Quality Assurance Entity National Accreditation .and Management Institute Validated By ORLANDO L. BLANCO, P.E. Certificate of Independence Referenced Standard and Year (of Standard Standard) ASTM E330 SSTD 12 i Equivalence of Product Standards Certified By i 4 Sections from the Code Product Approval Method [Method 1 Option D Date SuLmitted [12/31/2005 Date Validated x./5/2006 Date Pending FBC Approval x/9/2006 F Date Approved /7/2006 j5ummary of Products FL # Model, Number or Name 2249.1 8r andHR Accordion S Limits. of.. Use Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: ' € Design Pressure: Other: Use of these product shall be In strict conformance with the requirements ofithe reference drawing prepared by TTG, Iric. These products are NOT suitable for.installatibn in the High Velocity Hurricane Zone. These poducts may only, be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall bey 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 Limits of Use Approved.for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Use of these product shall be i� strict Description Aluminum Accordion Shutter Year 2002 1999 Insthilation Instructions - Verified By: Evaluation Reports PTID 2249 R3 T 05-578 DWG 68 -HF 12.Ddf PTLD 2249 R3 T 05-578 Report 68-.c Extruded Aluminum Folding Shutter Installation Instructions Verified By: Evaluation Reports ,Florida Building Code Online R - conformance with the requirements of the reference drawing prepared by TTG, Inc, and comply with chapter.61G15-23 of theI Florida Administrative Code. These products fare NOT suitable for installation in the High Vellocity Hurricane Zone, These products may !only be installed on concrete, hollow concrete' block or wood substrates. For all other conditi ns site specific design shall be by this office �r our delegated engineer. Shutter spans lesis than 32" are not acceptable per the provisions Iof SSTD 12-99. (2249.3 11HR Accordion Shu ter Limits -of Use Approved for use in HVHZ: Approved for use outside HV HZ: Impact Resistant.: Design Pressure: Others Use of these product shall be lin strict conformance with the requirements ofi? the reference drawing prepared by TTG, Imc. and comply with chapter 61G15-23 of the Florida Administrative Code. These products alre NOT suitable for installation in the High Velocity Hurricane Zone. These products may Inly be installed on concrete, hollow concrete block or wood substrates. For all other conditiohs site specific design shall be by this Office or our delegated engineer. Shutter spans lest than 32" are not acceptable per the provisions cif SSTD 12-99. Page 3 of 3 Extruded Aluminum -High Rise Folding SI Installation Instructions Verified By: Evaluation Reports Hiorida Ruilding Code Online 11 BCIS Home I Log In I Hot Topics I Submit Su 13 li,131`01, ' �'th,. t 11�� ' r�yu RE, r arrmn'"�rngm m�'�e3x:a Mf,� r�atm�axr<a�aG�nw>A�Gra y ISELIN, MW �4X>tN'1!'J;fit +N. w; w.wy ism, t�E'}rF '}l�i'mis QU�,..."�'fi'w.*.�...�r�.7 Product Approval i 4iw USER: Public User Product Approval Menu > Page 1 of 2 ti t.. � -rti � } r I 31Y'fbn6�um- it _4 rq t� ..4 � se't' S�',ut+ w �c .t � M wY .''r�. fir ~S..y r :..1 Yel^R �+r :1' •ra. M !Nl uyyl rry .. ' Le �.....L.':=�-.x ..:.G.�.iv::+:�r?n r:,l!dx:r�.Laaa......^�•=7L'F`ei�ui'rw�ku.e.celu:a}+'+'Elr �..a e Stats & Facts Publications ( FBC Staff BCZS Site Map Lin > Application List > Apolicatlon Detall > Application Checklist Form #: 9B-72.130(3-) 1. Verify the method of demonstratirhg compliance is from an entity approved by the Florida'Building Commission. 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r ;, 3. Verify the method of demonstrati suspended, recalled or revoked. 4. Verify the product has not been rE _wsl 5. Verify the Code sections and refer demonstrates compliance. 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 lied or revoked. nce standards for which the evaluation 6. Verify the method of demonstratinIg compliance indicate any limitations on the use of the product, as intended. "717. Verify the manufacturer installatio Vii 8. Verify that a quality assurance pr approved third party quality assu instructions are provided. iram audited by a Florida Building Commission nce agency is in place. ,7� To the best of my/our knowledge, lthe'product, method, or system described in this application meets or exceeds the'Florida Building Code requirements and reference standards listed in the application. Back Next i c DCA Administration Department of Community Affairs Forida Building Code Online Codes and Standards 21555 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 Disclaimerand Disclaimer Product Approval Accepts: TTG PROJECT No.: K.K5578.00 DA Evaluation Report December 30, 2005 PAGE: 1 of 3 FBC EVALUATION REPORT NO.: FL2249-R3 i ' C CODE: Florida Building Code 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6.8 & HR ACcordlor Shutter Town and Country Industries, Inc. MANUFACTURER: A Division of ABC $upply, Co., Inc. 400 West McNab RtIad Fort Lauderdale, FL;33309 This is an Evaluation Report issued by Jon W. Knezevich, P.E. (Systern,ID No. 1754), to Town and Country Industries, Inc., basec on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Cc= ssion, 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, at; least equivalent to that required by the Code. F Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. r516� Jl l.t:T P441.1 7 ,, z`eae b, Evalua drt�Rep� rp_ r TH01RPUP, INC a 57A'* A'* • "• John W ne ch, Vice Fees �' , :', • • .^h Florida LiceSse.g, ;pE$1961 Florida COA No.: 7519 The seal appearing on this document was authorized by Jahn W. Knezevich, PE 41961 on 11116/2005. This does not constitute an electronic signature; original, signed & scaled 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.TheTTGroup.com W Offices Worldwide r' Thornton Nomas etti TTG PROJECT No.: K.K5578.00 DA Evaluation Report December 30, 2005 PAGE: 1 of 3 FBC EVALUATION REPORT NO.: FL2249-R3 i ' C CODE: Florida Building Code 2004 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY Accordion PRODUCT NAME: 6.8 & HR ACcordlor Shutter Town and Country Industries, Inc. MANUFACTURER: A Division of ABC $upply, Co., Inc. 400 West McNab RtIad Fort Lauderdale, FL;33309 This is an Evaluation Report issued by Jon W. Knezevich, P.E. (Systern,ID No. 1754), to Town and Country Industries, Inc., basec on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Cc= ssion, 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, at; least equivalent to that required by the Code. F Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. r516� Jl l.t:T P441.1 7 ,, z`eae b, Evalua drt�Rep� rp_ r TH01RPUP, INC a 57A'* A'* • "• John W ne ch, Vice Fees �' , :', • • .^h Florida LiceSse.g, ;pE$1961 Florida COA No.: 7519 The seal appearing on this document was authorized by Jahn W. Knezevich, PE 41961 on 11116/2005. This does not constitute an electronic signature; original, signed & scaled 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.TheTTGroup.com W Offices Worldwide Thornton mTomasett 4rou TTG PROJECT NO.: KK5578.00 2.1 PRODUCT EVALUATION DOCUMEt Town and Country Industries, Inc. 6.8 & revision one, dated December 19, 2005, S Group Inc..'(TTG, Inc.), signed, dated and of this Evaluation Report, 2.2 TEST REPORTS • Test report for -Uniform Static Air Pre: successful testing of impact resistance prepared by Construction Testing Corl (HTL), and are listed in the referenced • Tensile Capacity of aluminum alloy E8 -03/A370-03. Evaluation Report E: December 30, 2005 PAGE: 2 of 3 R Accordion Shutter, Drawing No. 05-578, with a :ets 1 through 13, prepared by Thornton-Tomas.etti 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. sions was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CALCOLATIONS . Prepared Rational and Comparative Analysis of Accordion Shutter performance, as well as anchor calculations. From these analyses, aMaximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Acciordion and HR Accordion. An'anchor spacing vs. design load (PSF) schedule was also prepare d, indicating maximum anchor spacing for given span conditions at specific design loads (PSF) for each type of anchor used during testing, for both accordions. , No increase in allowable stress has been u 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 desi Schedules of their respective referenced c in the design of this product. :d the large missile impact testing, in ,accordance ;rs may be used to protect glazed openings from ordance with the limitations indicated in their to resist wind pressures as indicated by the Span MWEM r rk ThorntonwTornasetti (i TTG PROJECT NO.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re roup Evaluation Report December 30, 2005 PAGE: 3 of 3 e of anchor, shutter span and design wind load is tive referenced drawing. These'Accordion Shutters are to be installe in accordance with the typical details, general notes, schedules and material specification found in their respective referenced drawing. See General Notes of the referenced ldrawings, unless otherwise noted, for material specifications. All dimensions of compotehts are indicated in their respective referenced drawings. Anchor specifications includin acceptable substrate,minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. • Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii • These products may only be installed c substrates. For all other conditions site 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. with the requirements of the reference ation in the High Velocity Hurricane Zone. concrete, hollow concrete block or wood iecific design shall be by this office or our 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. I: company tests or labels. orming an evaluation does not have nor will )any manufacturing or distributing products for rming an evaluation does not have, nor will entity involved in the approval process of the • Print In Lormolion: P:\FLl\Pro kc Is\KK5578A0\Dr owings\RI-sub \05-578-Ol.dwg MConlu 12/19/2005 12: 21: 10pm 12/19/05 11:58 o e m v to o wf ND Ty m N y r s e m ' m N r W N r Kr a2 =r rOC2 0 2 O D O > D =,D n N N ❑A rnro TmN IN aVt Nr Om n0 D m =m T Tar r y D=y Mr DDD£ OZ D E E D nOn-1 OC Dmy CyDa N -y pNDy O ym i= =9 -1=Vi1 Ln I O r r [ o v D D Tr 0200 aGIDO -Irn Om= y T-IZ>rnom Tm NZI N=Zrn t0=I 0'23 m 3 M ya a0y m[Om m m 2 a> rNi m r D E a CN rDmm SZrrrn NZ N a m ➢D"IN ~ T�N ONOm nDVi m^Otn rn �� mn Na >Zmr, n a O m G a o j Z i =[ Ny rrrin mmr� -I "ITm D rm',Dm 1xnT rmlmrn rnEa -nN `raj�ym I- r- C[PO Zm�2 y D N Z F C CZ CI Z S riDnO= rDOn>, rn mn= y m�yD r"'I TaD .On vme NrnL1Xa o Oa nlmi� Enpmn m ❑nm Z �=DO Orn>2 TC<Z D Ca=n _�O mOZ 2 I ^mm DN NxxZ >,ay ZTZ O nma^ ❑m m0c Trnrm Oya�rnOyn .,l ON y NN -1p Om O mN0 N oNilml0A -I= ar>m nmo•n 2 Zr-I m �Z0,rn >� Dy m„Z.Ins aAN r>Zrn • Z OC ^' m2^l0 m N \ Imrl r0 O o D y p 2 mr .N ym?E •i0 -a02 --DI mn> p a2mD Oa 0< DN{a DmN -OnD Oy .a .Ina D ar tm D Z Ly.� 2 2y m m a>^ O y00r =0 rra2 y r r^ Na 3 zmZ O r N S E N 2 NZ "I E m TD O ra�N '.'In'am I=il a0a ••� Z-1yD ND m[ .•y �0a DZ� OpA ICn ',CN < 2= Z r Z N `7 O IA F m Z m m p Om w O m53N DNM< m D?0 Z y'mm5 ar �D ZOm> MOI O>p O, y>y m Nny rn �( N b Mz 0l D o 0 2 ND to rIOnOO OZyy ralmy y 1x.1022 y� y0 corn =TN Om❑ .T T=. T mm -i T m > i N r 1,1 "'1 ❑ y 00 r[ ! NOO =yam- n>> =NS 2 ryzo <C IZ yrn?m mOm onnO P hD > O<a -( G 2 „DI m -'m- n'x G)-0 D{m,iOo DCrnO mmm y octan m3 lwa =OIL' tam m-C- rN y TaN D r m .m 2 N N n_ �C r ra❑N T nom pAnC nn :rZ {� Nnl^Z o=Z a=2 m tim 2 OmD r a ➢=y O D,eZmD NO Nm M-mDa mrnzm 2 TCr O Ny2Z IO+IN D= rnomo yC _Z y•-1 a c I 00{ p S y r W o f N y [m 9y- D=m0 NZL1N y am0 aa-+ N' Zpm. OZOD yn 2mN 1a m > CTpm .. m Z { 2 r -I = a'@ D In= �1-2 oZTa cl mOlmnn nl Nyp 3 m,p„s D yy Callo ^N =rb .O n Da Z LI F C o• a Z >-4 D Zm0 NTmrn 3aaT rN.rn DNT m al^m r rZo T>Om> IIT Tact a x = N m C�3 D In= Z b� ao ONT Z •n2 rD Zr Zr s_rn ^m0 2 o m Z r a a M m N m TD -1"', T >= y DN 0 ca yrrm Tr nON S 2 z =XC Z D Z N O C n n o 2 t a u 2-nIVT ryirn ZaO O T>n D lmil-IC 2 Om NOON ar yDZ M y Y• nDZ N N y 2 2_. > a O> n r"n rCm2 ODD O Tri a 0-i V rnT EDm �{ am -I I T ❑ mirn T aA Z rn2z- O Ln Om2� yr9C n rm m =rns r Za >O> Ny rnC1 a O D yT0 y m mr C y n'� Zn y rl Ea=N ON=2 y ^rnm Z m=m < Tm myN Cm Nr MME y O L1 O = m Z Z C :N DON yDy= m -ITC ,Dy myrn f ab mOD my -12= D D N m•i= m O I N r r o M N Z Dar 9p,^1N r ZTm m -NjpO = ya amy ^O fZl rc. O'1y p ~ C =N'y O 0. -n { m e C D p IZn w O-.IN9 > aN I Z2m = • Om NFm Op mOa O m FTm 01 ~ PD O-I.n.IN T Drnm O=Dm O OM 0, y OyD D Z{ NmLI Ta mmK O aa- y aT cmpT •i N T T r Z ym_ N O o� C r 2 mn 2 y ZZO O 0" N N m =3N m N Z N C7 y Z Z Z C MM -M y00, O < O pn[ lyrl mm arn•^ Sa =om I y =O O) -p a N? O°.�O i an= rnT O Am Cpm 9 T mTa DO Erg C Z< DNm m m a,omr m D Zrn[D C TZ nZ0 a >T DmZ Zm rZ O y C m Amb O C C y '� I .Nj 0 n EyZ L1Dmm i ON CO{ 000 mmLl m?,: ED n m N O m r o_ D a I m 2 ❑ a- N O Z N O- a = rel OTrrno ran p = r r J Z O m MOr mTyO Z co mzy I TC E!rrl p EN rayl n. LIN F mTy aON{ 271 NNm W ay NOm Sm 'mmo ' On MAX, SHUTT R SPAN 'MTEH, v FDR 6.8 ACCORDION SHUTTE SEE TABLE 1 FLORIDA BUILDING CODE, 2004 , O n x FOR MR ACCOROIDN SHUTTE SYSTEM, SEE TABLE 3 ' Ca `L - Z 7 BVI 10 5 d.,clitnDn T ; D ,II..^ r,-•.,I-� y •r ��''- TS D 1 (. npvLLlt•,1, nau ^4L t I[[ CD �1♦1X Z y rm an .� i .dCOAFL r`, wousrnle , we Webdle: www.The GrauP.— mn _ y D E� N n r1 m m -1 < > D3 z a � m . O N z � 2 Z p r_ M x m y r M D m , • y_ O -1 0 Z y M _<T r mD Ez z 0 T y a D n ' �„,erre.. t•r•,, i FLORIDA BUILDING CODE, 2004 , O THE SEAL APPEARING UNTHIS DOCUMENT WAS AUTHORIZED RY 1OHN W. KNEZEYICH PE 001961 •: 4 12119/2005. c ' Ca `L - ON THIS DOE NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIG'NEO &SEALED _HARD COPIES TO THE PPpOPRIATE AGENCY WILL FOLLOW. 7 BVI 10 5 d.,clitnDn T ; D ,II..^ r,-•.,I-� y •r ��''- 1v1� HR ALUM. ACC RDION SHUTTERS ;,r'.`- Thornton•Tomasetti C'L.L D 1 (. npvLLlt•,1, nau ^4L t I[[ CD �1♦1X �N .IIU� 330 N. A^d,-, Av¢„ 533.3a 9D. Falar(951 5237697 33191 O .� i .dCOAFL r`, wousrnle , we Webdle: www.The GrauP.— W _ y --b\05-578-02.dwg JAC-nW 12/1911— — — m > m rrl )> (A C I m L' G F_ I > M m rn rnm o In S 0W 1;; m m m 0 11 > X X O > F N F= O > > r C > F m LORIDA BUILDING CDDE, 2004 THE SEAL APPEA 12/19/05 o .875" D y967" o kcj'CItLLLtF� I RUNIL SIGNATURE; ORIGINAL, SIGNED k SEALED LLOW. C)R UI W ALUM. AC CORDION SHUTTERS c;n 1.590 A �ffig"Thornton-Tomasettl' Group mm t A -4 D WW _.Th:qG,'..p., m u. m N LA O > Im > a9n tA I > I> m !I :i .0 - LA m L. m m > m rrl )> (A C I m L' G F_ I > M m rn rnm o In S 0W 1;; m m m 0 11 > X X O > F N F= O > > r C > F m LORIDA BUILDING CDDE, 2004 THE SEAL APPEA 12/19/05 O Fm m- l2 t":r- ON THIS DOCUMENT WAS AUTHnRI 7176 AY inw, o .875" D y967" o kcj'CItLLLtF� I RUNIL SIGNATURE; ORIGINAL, SIGNED k SEALED LLOW. C)R UI W ALUM. AC CORDION SHUTTERS c;n > �ffig"Thornton-Tomasettl' Group m > m D WW O Fm m- l2 t":r- ON THIS DOCUMENT WAS AUTHnRI 7176 AY inw, kcj'CItLLLtF� I RUNIL SIGNATURE; ORIGINAL, SIGNED k SEALED LLOW. C)R ALUM. AC CORDION SHUTTERS c;n �ffig"Thornton-Tomasettl' Group orl co fulLe 45 .2 1 '� C dA`L '7111 '1' Tel. (95 2 W.Wll�; _.Th:qG,'..p., PAnI In loan olion: P:\FLl\Projeets\KKSp J5-578-03.dwg MCanlu N o � m O O C A Z s > Z m r r O n C) m Z Imp n �X� m r > m T T A m > N r m T r mO n D zw rn X J5-578-03.dwg MCanlu N o � m O N D C A Z s > Z m D Z n o m T > m r00 7J r In n D zw N n 7C > m r 9 N m m OV m 2 M c C n 'ySy y C >F V m Sm X 1 T n 2,000" L i.L9B" 1,309" Ow N n n m > Z o m T N N 7J N In FLORIDA BUILDING CODE, 2004 N - revi ions � O i o no tlal. b ducrl CT� n c CT IS'I rT o � o Om No ^m >n m0 I D 2005 12:22:00pm _. 12/19/05 11:58 N ng N £ N N V ®T C n r C r Oc S .Z7 C)N O t T py N KS VARIES IB" HIN.) rn N 6 m --J N o 610' N 77 Zt" ^ N T rm> 1 m m y S� Om >N .aN N m y 0 9= Z O w £ Z I mm - m O I m � 0< vNi "om m M r Z. 0 .� D V < w I-•• OPEN p NIT"N m I A n m DO Ol S tt in > N � N T S 430'? D N r p . o m D x 0 p � 0 j Z N m J J Z H i In 07m�PO C I j nC s7eBz ^y( z ti N A 2 € yL1 mr1P :z q( T c:zec {' n Ny— N V m-K/00aEor£.8s OZz Z D— "V>,. V D ON ,> I Sx y.< -<r N Doc) j m m,Z.IOApO�NW ZDZZ f —1 p_m2 _lyoo !nom SCD 00 y 0 •< N r _N N I09A na � 2 E N w o yy N m s N � yhya — n = D C p9 E Z S 3 < ➢ C O T 3 zo n N O ryX m r) N b �c N o w r) Om i =1w O 09 € y ( m v $➢ =s • ��- THE SEAL APPEARIN ON THIS DOCUMENT WAS AU ftIZED BY JOHN W. KNEZEVIC PE 00.11961 ON L.1 L L 12/19/2005. THIS D ES NOT CONSTITUTE AN ELECTRO SIGNATURE; ORIGINAL, CNED & SEALED HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW. y d HR ALUM. A ORDION SHUTTER S�?9 Thornton- Tomas etti Group N. Andrevn A+e„ (9511527-369o,Sulre •ISO- Ft. Laud1.. CO FL 77101 ✓✓✓J Fa. (95171 TS 12.3691 . CDA 17SI9 m wousr yes, we Wehdlc: www.The Gruup.com -"^ A DirLi•n �A SuPG^ 7•c . • .^. .v._. .._.,_..... _ .,_- Prim Inlormolion: P: I-auh\05-578-04.dr9 MCnn(u 12/19/2005 12: 22: IQpm ODD x atrm De mtiCax Cox Tl mO� za3zN DDCEx yo�DmvL ami yr2C� mWx n>z 80 ME" mp��zZZCm p D T n� oa r .D ti m u%C O. N w r�3iW I r � O ;x myw n y2 N lnwr Cin y D Z ai C y o� P m cl, MI ^' ?mi p08 naDyTX I m a D D rr r o. { C �Ac{Do {N?Tl DC TDZ mypW r,u m vN�m ra mm (1 ? W N C Mo c!A D N 0Tajy OC ZOS V Ln 'o no Z vmiD •yCNv�NO timT a - wI m 13 -4 N r m In D z m 2 m Z 1 c 0 Z m°93m-( 1nm11 =r 01 Naa 00 n�amo -�'•v r°n3p� ° z m W m D x Z-1 E 0 y Cl y> LAM *'� i D N =Z r�J3VD.yZCT2yD2 cyO g >.0 2) ND DOr- W. nDm m o30 m< ZZ SZZ mx D� n maN O{am,alnzW Or O -D NZ@ <2ry Dn m1Dm rDr = a �<m=m Nxim "Zro-Z IaOODxw cNa_ry —zaa ym�m-m -0r rD-3W CD E mZ •r r' _i 1 nx,2 m n 'I NAO mx _ r�a� 10m rPJD` °2 "'tea„nD DTI am N Nam ZO mmP :y mx �<m 3�^'I D-1 pC) 0OO�mW .. C)z rn naD r Dm r . naD r Ln rmm yNa m nm -{?C m2 —AC O .009 {N? 'U(nm D {N? 7P3TlO j[ a b y "lO { v0-0 � 20 �D0X) mrl - Sr mC In NV 2Ein m3 Om<' "my3N ° Nc r O• D h�P< Z f- D CNB= y o E 0 ODD x atrm De mtiCax Cox Tl mO� za3zN DDCEx yo�DmvL ami yr2C� mWx n>z 80 ME" mp��zZZCm p D T n� oa r ir, fru• .L �y� FLORIDA BUILDING CODE, 2004 y'{G• t al z <- r3lg DT Spx N = D 9 N N DrD, ZEx x z AC C, rm N? m�m ma Lr°v 16 a 12/19/05 11:58 M Dm m m nze7 n _ m2m Do a0 � •v rNn WF m rn0 'o o W Z e .D ti m u%C Onrn' I r � O • m m X n y2 N lnwr Cin y D Z mza y o� P m m r ir, fru• .L �y� FLORIDA BUILDING CODE, 2004 y'{G• t al z <- r3lg DT Spx N = D 9 N N DrD, ZEx x z AC C, rm N? m�m ma Lr°v 16 a 12/19/05 11:58 M Dm m m nze7 n _ m2m Do a0 � •v rNn WF m rn0 'o o W Z e .D ti o o� P I m a D D rr r o. { OD Tr DC TDZ mypW aG” •t y m m l y in rn l ra mm mm>i>WInDNp 0 m 0' 3 Z 0 a y rn mi N C Mo c!A D N 0Tajy OC ZOS no Z vmiD •yCNv�NO timT a - wI m 13 -4 N r m In D z m 2 m Z 1 c Z m°93m-( 1nm11 =r 01 Naa 00 n�amo -�'•v r°n3p� ° z m W m D x Z-1 E 0 y Cl y> LAM i D N =Z r�J3VD.yZCT2yD2 g >.0 2) ND DOr- W. nDm m o30 m< ZZ SZZ mx D� n maN O{am,alnzW Or O -D NZ@ <2ry Dn m1Dm rDr = a �<m=m Nxim "Zro-Z IaOODxw cNa_ry —zaa ym�m-m -0r rD-3W CD E mZ •r r' _i 1 THIS DOCUMENT WAS AUTHORIZED BY JOHN W. xNEZEVICH. PE 0041961 nN _ HARD COPIES TO TM APPROPRIATE AGENCY WILL GOLLOW..,., � Vic ., %�irvn�, I-- n 5tALtD E - revlsi n N- I 'kEE& HR ALUM. AC ORDION SHUTTERS kr'x O 7 0 no dole h deaeri Ilon D F� t 1,,M�+Thorntan•Tamasetti Group ]]0 N. Andrew% A. , Sche 450 • Ft. Leudvdalc, FL 33301 �(llyT� Tei. (954) 511-)690 • Faa 954 721- ( 7691 . COA 1 7519 i d �: .•! `Arebd%c; www.TheGroXp.com PrInI In Iormo lion: P;\FLI\Prokcls\KK5578.00\Dro I.qs\RI-sub\05-578-05.4.9 6(O°nlu 12/19/2005 1222: 19pm 1:/19/05 11:59 y➢jI mW DE rn O D z N { W - 2! aX ^°min .y �apx:r` <ati°r I W a O 8 x T, I' Erno.z Oma aT �z Nom; Zo Zm>; !lE o hN ND In O rr2TP�•Ci Om Ornlr Na n DC1� C yr -°-i=z0 I 1,0 ar °N -1 Cir^ 81 {m InO T rN�C DN OO Z? D °V' �i a I nh M" m > m I'D ;00 m 2-1/2" EDGE zn o 90 o EMBED. _An Tom,,- E 01ST. ILS E ➢O j ° ° y ^a O I ( m r D m N In { I L m r Y I I m rt i 0 m I I W O o �y{{ ? Em Ovnm _ Yr C P n O 2x➢nmm0 II oIn M N ' q ?zZ�rzm 1n n_, In smm7 Nv C n O In zvnran •' '� tTOaZ.r-IOD= an yf�n O z 3" MAX. "' 2>mm0 O r Ll 10 ! D'^ZT O •4Z�-IDDM ECS NOr W N z�zmxa 0.21 EL1� y2Tn, ',NyX fpr W End DCr D>mnma IL n _ 200M m,yD MIX HAX.SHUTTER- LENGTH SEE nomTZ. bN ImI ZCrnz c.y rny> Im Orn ZNaZz C I mom 0>M o i.0oaZ '{01T ACCORDION SHUTTER Llmnm y= a° X MAX. SHUTTER myS p n D v02= a m _ I yea SPAN SCHEDULE; LENGTH, SEE -0X L1ED0m u aLz1CZm :.._I TABLE 1 Tmo a�' -�4CT oDz ACCORDION S11UTTER ~CT vNa mzxa ; D>mnrO SI , n9 M 2:m ylna SPAN SCHEDULE, TABLE 1 ;-22 'mo E ZSNaiz z In ZI Dor° >• Om LlT ?K :0 z z MD D 0m P r E aX 9° Z^o MOs . zo aX ^0 co U, Z min om X Io r� mza N i<a_. Ior•i pT n.Z / o o _ 0 O � D Nam ,nD Zn '` Z on i !n Od e":, DLl r . Z yl Q O3 °n0 zzZ i Clrn > In 9 rN NO 7P. i' m > yo37P sn{a D��N aIm- f>ih'Cm aN nh y �o\rp)a vp m m p °cT ary.:K o> ° mO °Aeo: 9F m m O am9N -I o° EMBED. A, 'D 'I rll • o'^ I K� o z g m o EMBED, < O H n< off r N S a a man m I EMBED. + m m (Im 1 N (1 Y /� m 1 I , ter'r In ON N ISL Am V / O O SaIn n z •i T > N n N , m rn O m •• E m r vl In a - I ` O m W Gl F.mr N1nS -sOvnm __ /-.. 1 •. rn C-ly-iZOa2 1 2 -=Z Z C'm - _ _. Yn _. a -In^DIT =x>nmm� O Ll -1 nm.,o rT ,, w z =2°c)rZm m r=T,Tmc O�0 N2 0 o Ej m N=ZYmt^n 2 M ; a Mz -i D'^i,l�� cr W � r°TrT VIS -im ... O-iZ•i>>Q -Z O DN2Tp= E�� W EIn C `.. 10' Z�ZmXa m k myp -X HAX. SHUTTER Zi ,> 2 .IDilo� Ino r vl lna ZEaX rnom Z•NDnrDn a• LENGTH SEE J` t�ir ZQZmXa r2^-iD pOX MAX.SHUTTER a''D 0X Dlmn o nvaZ D m -_I O a >nmm0 o'Z T ACCORDION {ca N•Zo SH SPANTABLE SCHEUL I'l _ m rn z ZNlna o m n7nm -I m• LENGTH SEE -1m'` ZCmz a7c0 I �ZCml MG),Zm 2 'Jl a oDmmn ° >zomz0 {C'^ ACCORDION SHUTTER ,CCT SPAN SCHEDULE, v=o cl 2m > mm n ➢Dmnr� I / `nom m O z aczi°Zm TNQ -23 TABLEI _ iz °=2Z O -IMrn nTmp a oNai ■c PNnI Informolion: P: �FL1\Proleclr\KK5578.0Y1\n....,I.....�R, pD N T AN > O N Yril 0 ' �• _ OD aN D O VI m zra. ySmry na�D °a W mm I �rn OZT O n 2 z> I m -m-3 m0=0 >9rrn Llr 2m mnFl I• zzz .QIZL rn_ r ry -Co Tmq ACCORDION SHUTTER mp°o E^ aZZ MAX SHAT TCR m^� g N r Trrn r >c o s D ACCORDION SHUTTER 0) ):E . mZz SPA+-SCHED., TABLE 1 moDm sn 2 Oy y0m Z°m, nA Xm O• Ia/I \ L1 r DC pD N T AN > O N Yril 0 ' �• ZOarX anm� - c �yDON �nt�y ySmry na�D =0 mm I �rn Z O n 2 z> I D c -m-3 m0=0 >9rrn Llr 2m mnFl I. MAX 11'1, S 't �Ejj rn_ r ry -Co Tmq ACCORDION SHUTTER mp°o E^ aZZ SPAN SCHEO„ TABLE 1 r n aAno Piu� • mDA OA -m•1 >0m XC z m O XA m n 9 T p=Z ym O a L1 r DC >2 O ILO 578-06-dwg MConlu �•e: rT i. ri. •Yi ' 12:2?: O Ll TI /� ar DD mm DUN N 9 D O yr a a CK O z2 - Oz yN DE y O m =0 mm I �rn z ° O n 2 z> I D c m TD p rn_ r TOO N a p y C m Z LORIDA BUILDING CODE, 2004 m FDF x^s� y �Ijj'aa�l �mm aAno Piu� :D Z -1n a y 'Im '^ L10 1�1 r2 r= Aa D T p=Z m3_ YN„m mr L1 r DC o to 'm z pZm nim m =n 0 c N m2 D NZO Sy 00 mC+' nC-_ NI vi m -I; y0A m°ln x2 Ea .O ~ON C O D Z n�P NO a moo CN p Z. n-ISpmN�O + i m p " 3 N D y _.O 'n...... W _._.. +. O n N . o.> D r 3 E !^ i m =x Ny r _O r� m Z y A z vc!>n 578-06-dwg MConlu �•e: rT i. ri. •Yi ' 12:2?: O Ll TI /� ar DD mm DUN N 9 D O yr a a CK O '=Z� N - yy DE y O m mm I E m m I^ z ° O n 2 z> I D c m TD TOO N a p o a O LORIDA BUILDING CODE, 2004 578-06-dwg MConlu �•e: rT i. ri. •Yi ' 12:2?: O Ll TI /� ar DD mm DUN N 9 D O yr a a N`0C = S .mr.+nN a z = N T9m, yC XDm3 •< 0 y Dm c^Fn - mmYnS ZmNm2 mnNZA MAX. SHUTTER LENGTH SEE ACCOROION SHUTTER SPAN SCHEDULE, TABLE I Xm=yX �mx ZOmmamms3I yy cNy °pyN ❑m Dq Ce >LT c°Wo'\Om\ rT mNmNmT rOmm Xa z r +r Dp-lO='zm'P m mCz cm, =I l a X N Nom > y y 2 E L m P J X + N _ = D CK O '=Z� N - yy DE y O n E m m I^ C) D c N TD m r o ?r N Z W C) y x :D D r D Z 1 '1 o to 'm DI K C Wx 00 mC+' Z NI vi m -I; yDDntz maN Omxx) 0 rnK ^0:1 no m TI y Z n�P NO (m('�3 •-1 N CN p Z. n-ISpmN�O + i m p " 3 N D y _.O 'n...... W _._.. +. O n N . o.> D r - i m =x Ny m PENETR."T" m yz •iD U°t3 D °m oz m N x> 2 X G m �=00 r m C.n-t z r N N`0C = S .mr.+nN a z = N T9m, yC XDm3 •< 0 y Dm c^Fn - mmYnS ZmNm2 mnNZA MAX. SHUTTER LENGTH SEE ACCOROION SHUTTER SPAN SCHEDULE, TABLE I Xm=yX �mx ZOmmamms3I yy cNy °pyN ❑m Dq Ce >LT c°Wo'\Om\ rT mNmNmT rOmm Xa z r +r Dp-lO='zm'P m mCz cm, =I l a X N Nom > y y 2 E L m P J X + N _ = D '=Z� N X E m m I^ _ - C Z - 3 r D . cs ° I• z Ir - o Ln N (m('�3 •-1 N F C \ _.O 'n...... W _._.. .>>;. wo .....THREADED - Z - X m PENETR."T" MAX. SHUTTER my D ASPAT SHUTTER �=00 ZX .�X Dpom>O> V aZ ^i5 EDGE DISTANCEyDri=a "-VIC rT Ate. m=,7 A7P 9Oa„; Dx Nm m rq Nm A< yC IZ-il2. mp=ID r Fmo m- Aln i n m DmCNyo rT y '�- nyr o Z m CO ZO m'1 211 z N m DW > m � D^ vnm Tt� m AnmmO °yy nZDmz =n u =Llrnm t2 -'c. _ Q �•nmm�rAD DT O�<y pND pDZ Zm_ wmn ONy >S m TmOD TZim� F� mAXA OO< \r - n {i m >. yoQ LJ "c 2 O Z X nmLlT f oEo rD= € H N T f m+ a ` MAX. SHUTTER = LENGTH, SEE Z COROION SHUTTER c .PAN SCHEDULE, E TABLE 1 n ON TH15 DOCUMENT WAS AUTHDRIZED BY IDHN W. KNEZEVICH PF nnrn— n 09:® CI HARD CO VIES TO T E APPROPRIATE ACENCV WILL FOLLOW U—INnu, 31UNEU 6E SEALED �Y f VISIO y 4� O = o n0 dale b d.aul Ilan o- �; HR ALUM. A CORDION SHUTTERS r c7 r 0 i ��` s Thornton•Tomasetti ° L3 Group V' =� 5 0 - " q •O 3]0 N. Andrewr Aye„ 5u11e 150 fl. lauderdalc, FL 33301 522-3n90 Tel. (951J . F.. (9S1) 511-3697 • COA Y 7519 En g /�/�/_�.• e.c Webdie:-7heTTGroup.o I -sub\05- 578-09, dwq Sd Ccnlu 12/30/2005 01: 07: 03pm w x` PN 7P D w 'Z m Dz m yP C W x C m r �•+ 3: p p 9 n D D tir •iPx C -ISC 3 y, ^ y {Dp m {N, r VI v DoN (� { iW �3p /. W r D m ^lam {rr Y' n C) r I j m GR,ry _ " •IV ,c .LIZ. < J� o Z O m We6.ile: wwwrTheTTGrnup cnmCOA j n n _ - _ _ m 75 r D m r � m L O r^ mp Orn r 'L` 3: C r iCvy bN r�Dw AD^EN S°, r rp) 22 m Cx x ^'vD 3tiN yam ^D mma z� Z�mmp+ O mma O y ° 3zm zx x Nm W Dpos Z^I na D a s°Oy pO6 nDrn F�N C � � c nor G.10 tib•' Sr V jM°z? .A {N, 'Dwm KN? -iD -30 vVly '3o 'O Ir D C W mp 17NN DmN .�NC7. (AD �YODN m3 mn9ln :SDN x Om �• n rn In N ' m -I3 o' In G7 ro -4m,x� . < 2 r a D CNB = OODxN •Avr^ • DoN i`:1�ox co z0 ZSn Z 2 3 •x P N D Dc Zx Ir3C+ CD ZZDCm m ^lam {rr � •0mm Z j m nl� I r ("S m 1 W � Y j'rO- c z m P N m aX 00 W+ y'u D D 11- c o? { 12/19/05 12: ILDRIDA BUILDING CODE, 2004 3,11•'' "L THE SEAL o TH15r UENDOCMT WAS �UTH00.1ZED BY JOHN W. KNEZEVICH PE 0011961 ON r mm�Hw =HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW -••" �•` "� 0 N N o -i D �w AP mO�D� r. Thornton. Tomas etti Group ^lam „w a t •J Z j m GR,ry _ " •IV ,c .LIZ. m J� N VQ ro, T -1 ° S We6.ile: wwwrTheTTGrnup cnmCOA _ - _ _ In° SC T I N O m m .' c „I Ln. r^ mp Orn r 'L` 3: AD^EN S°, Z�mmp+ s >L't Dal A a s°Oy nDrn F�N =10 I Z z pnp3 1 jM°z? no n zc%P OpzcD D3 I=m WA � mp 17NN DmN .�NC7. po • rp - CAO :Z x, n•Dm m :Sc 'oz<' :z SZZ rnx D.e. ' minn 3a __... __^m -13N DO{D D.zf _...... _. �F nZ7P mD3m m°SCI z •iDwr In+ AI z m ( ? r++< rn m. n SPD Op zr Ao pD c^tBN clop -Z io - f mDm m,S 03w o ° Yrirn - I C E z 3 Z r o n i m � [ Ip X °N f 1 y =r+ LA Z, m r Q � X N D (A N Z M m vI p 'a.: L Spm i n 0 p C p� m p NO 1 m -rj mm v�X 9O : II' m A3 mZD i c C DVI aa� w -I Nn p W + m T jI-14 � N c f o ILDRIDA BUILDING CODE, 2004 3,11•'' "L THE SEAL o TH15r UENDOCMT WAS �UTH00.1ZED BY JOHN W. KNEZEVICH PE 0011961 ON r o =HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW -••" �•` "� 0 o r vi Ion r j ' L )-,,Et& HR ALUM. A CORDION SHUTTERS no dole 6 descn tion D r r. Thornton. Tomas etti Group „w a t •J I(��f j m GR,ry _ " •IV 370 N. Andrewr Ave, Sulte ISO • . L ddale, GL 73701 Tel. 951 S22.7b90. HX 951) Sqxun ( 1 22- / I319 m J� N „� 5 c •, v¢, We6.ile: wwwrTheTTGrnup cnmCOA _ - _ _ Print Inlormallon: P:\FLI\Projects\KK5578.00\Drawings\Rl-sub\05-578-1O.dw9 NCantu 12/19/2005 12:23:12pm 12/19/05 12:05 N2 Pp u; � DE Om N n m C o O AD - Dma ^"^ Nm X O N ,.. N Zp 11.X ^0 m 'D �ADar; A,.,o NA N pA a _ pmm„tisNP•zo I Nm -1X -: vnrn- nmg �>rorn0 mm0 r ti, rC m ^° Cy i, o EMI. m NX1 ° D C: G) Zrmr11 rZtmr•�1 Z mm7 I mm7 omr� r2� X m Z>Op ,`mac "r-7PB ,y= a Dmf ° c: 003 pD -iZ rZ bO ?e, D37PC pD TN D=o rrnrn ZZ rPimN ON DLIKa nP m N vp CNii to - m s Zn:7p ip ON ' _ porgy aN EDGE b~I mE m m o ApN r 0. ra 2-1/2" o m.'s. 01ST. - i -x-10 EMBED. K Q m A V 0 p E MAX. SHUTTER LENGTH, SEE Imi y -I> prn N= —x ACCORDION SHUTTER SPAN nE D' SCHEDULE, TABLE 3 -( C T-1 m 0�o m0 m Vi=i z' N nA czv 2 cv = of THE SEAL APPEARI lG ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON 12/19/1005, THIS DDES N07 CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED k SEALED HARD COPIES TO HE APPROPRIATE AGENCY WILL FOLLOW. :S NR ALUM. A CCORDION SHUTTERS P" s;IT ,yl:. F.,.:;,•JThornton•Tomasetti Group � 73o N. Andrew, Ave„ Suite 4�0Tne - G2 Lauderdak, Fl 37701 Tel. "I'll 951) l22•i69a. Faa (9i/)) 522.7691 . COA 1 7519 W ebclte: www.TheTTGroup.com A Di+lrbn a HC FePPb C+., !ec •^^ •Y „ .,_. " c Copyright 0 2005 Thorntan•Tomasctti Group, Inc. m r I m fi f l 3 I •� O mm Emr NND yOvnm I I II a O N Q izDn m.mll 11 f z E5 z c— „1D -Z NP; SZOLIrZm _ o N z R - N a !,. f X NNI] V' N R1 Nn? mn; ProD0 Om tir , NEmZ _ vnrnOO aD2Tn Z fl ^NO"1y22 m • 00 3"MAX, bnG Dz 03 -01 bCr r . Z r LIZCmz N Actrzm -1 ,. Z -IZ-1D=2 O NDOm Z-1 NO Irn : NN31 Eos ,� DNTm� [ -1 zn Z, py= MAX. SHUTTER. ^mmo =• N m a ti X_ N S r O c >m� No 2 ONOyz i I m 2 Z NNa O F _p ~mT x LENGTH SEE ' ZDmZ' my2 c:.. m MAX. SHUTTER m^'3 -ni ZI9n C v031 1 ` oalTn p ;Lnlm0 -<C ACCORDION SHUTTER SPAN SCHEDULE•, C3rC-Zm n~ ppX m � 2, In im• LENGTH,SEE ASD :Imx m �2Xn j nz Cm2 Dmrz 910 ZI TABLE3 O A -C C T ACCORDION SHUTTER C vNp y = 2 N T•m0 0 V = X) m vNo n -12 SPAN TABLE SCHEDULE, 3-_= t p pa0 ZNAZ= Dpm D Om L1 XA _T Z nT z ZpE AX �Oi= ^O LIEDOm r)P lz m0 Zp AX n mN mor --i ZXA r<Ai., 'm:u 9Nrx pom-1 AT OZ r Na T,m O D Pz ZI N9^L3 ! D m CTP 6^' 0m Z :t a 0Zrn f y Z Z Z D Q ? P >1 o y Dei Km aO �O i Dm.1 A, n' H H DOCK z r) 7c,@ ON D nT n -1 N D m Z 0 Ar Nv pD V m£ m v0 m o n0vw 1) rPJv �r)P.9 1: m rNY 3 a_8 :" ON O<DO♦ AN l EMBED. Dp r wa.-io <AO -<�' v0 r N L. ,Hp D O EMBED. rO �' rl rn r n ^i m= m m -1 N (1 \' r) o< nmrnw; m 0 3 zr EMBED. m O „=z� O n m T R N Oal al n n m i m E.mrNNA I _O O IxDnmmp > 0 W .1.) gym 10 NA' \-lnnnyin m Tn.. -. O d 2 -1 iD.p CZm -ZzG1 mn Om.. e - =xDnrn mp LI i Vf = D m� -p N ' p. _ H -'Ia-ZCmZ ZO llrzm _ z N O @ k9 m DAA ip D= 9N-" AZ D ..(n Cly ,11111 V1 0 . C mI Nn?, mnr0 I D m7 Om Nm ^; P: 1 I ff O ZT=I^, -IZ-1D C r p r aye: 1 Op D�Ob0 -t rmrn E z 00DNXa -IZm Im D C7 nN0• C -iZZ(s=1n, Dc ; r ZOAX z _ mpm Z'10 r^yZ D'ox MAX. SHUTTER LENGTH SEE I .Z.( OpDNXDm Z~z~• 2m rnrN? I Nor Im1 a"rD NNz -0— =000 ymrnn I O DD2Tn A o DOoaz -ccT cc ACCORDION SHUTTER SPAN SCHEDULE, N _ .. mm mOm Zvnm mpx MAX. SHUTTER LENGTH SEE ymx Opo~ ZOrn Az �a �� nc�irzm ;L?� TABLE 3 -c{ galTn o acv ACCORDION SHUTTER .<cT �m2m ZD ^ mrn�O=Ozz Dymnr� =NTmO Ll -u m m snonz p Ozcmz �No. SPAN SCHEDULE, 920 - v tiZr j D= Z p z AC3r-Zm -? Za TABLE 3 S Z T 0 o>0 Dp �m mz i z,o ZI AZ =NOD nZ 'OZ =S mE m c3ED 0m NNan NNan y2Tn v=Tn 0,0>z =1 a0m v0 Xm ZXA nrn-0 nmrn0 n �0D0 -10 DO = Zomz G3 Z EM X, O' Fmzm zXm r m Zm m m� m OA� I mm2 T OD� FLORIDA BUILDING CODE, 2004 N ,• Igos n . p no dalo b deacri 11on Gn - N T4q'c O m S m � N n m C o O AD rr m -- C) ^"^ Nm X O N ,.. N WONN37 NA N pA a m n n ON n•i P N -1 N"'r I Nm -1X -: vnrn- nmg �>rorn0 mm0 r ti, �Z Dn m ^° Cy i, o m - nZ cm C: G) Zrmr11 rZtmr•�1 Z mm7 I mm7 I X m to Oayj1! Oazo m II J II anH O X [ x z b~I c >Ci- r 0. NO DCr NO O 1 > Imi titin MAX. SHUTTER LENGTH, SEE Imi y -I> prn N= —x ACCORDION SHUTTER SPAN { C D' SCHEDULE, TABLE 3 -( C T-1 m 0�o Vi=i z' czv 2 cv = of THE SEAL APPEARI lG ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON 12/19/1005, THIS DDES N07 CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED k SEALED HARD COPIES TO HE APPROPRIATE AGENCY WILL FOLLOW. :S NR ALUM. A CCORDION SHUTTERS P" s;IT ,yl:. F.,.:;,•JThornton•Tomasetti Group � 73o N. Andrew, Ave„ Suite 4�0Tne - G2 Lauderdak, Fl 37701 Tel. "I'll 951) l22•i69a. Faa (9i/)) 522.7691 . COA 1 7519 W ebclte: www.TheTTGroup.com A Di+lrbn a HC FePPb C+., !ec •^^ •Y „ .,_. " c Copyright 0 2005 Thorntan•Tomasctti Group, Inc. Print Information: P; -:ub\05-578-11.dwq MConlu 12/19/2 12; 23: 21 pm i Nmimn Z rp�NNan .r vnm� �m Nm yX o�"o DA N ->m ri>-s o_ HZ DX 1 D�OA� •'IN Cy =ZCZm nT m{nZz •(��r.,ZAZn -1 F nZ ..Z EDGE�DIST. y>ZIn ?t,{,Jn-C+ ` N>-10 C pn Dnmp >m T m I I p0�N r-0 99G yN Nm DNO>= m2= N LA, N,P D mtnZmn m 1 -- X A - AN Nm N OO�.IOOI`m rm t moxa 1� P.m I - D CN ,"ij0mz I r • C0 ZO~m-13LZ1 n Lao m M�D� N vC _ 1 N . MM m rc-c A> 1 _D - o r r D? Z m !W gZ P� m-1 mn>yAm mvm--Iiv-ImzD �n 00> �r ~ r D o, EMBED. I CZ C �0 • r D Dz z X MAX. SHUTTER t^D LENGTH, SEE 2 X i E^oC'o ACCORDION SHUTTER pm O SPAN SCHEDULE. A m am- r D 2 i yN TABLE 3 > :r { O rnm -I= 9m n� KO tr vm • I �m DZ r 1 1 -i G3 w mrmD D=3-(•DZr Nom = ZS ryc+DOntrnxmZ Z- aX r-Zv Zmrn Nx Z e nom cc,.mn rZr rn �I• o_ HZ O{mmI1DNiNm Emrro•-IInyZA W Z -1 mom. mmD NITS ADD � r I^qm DN Nm N OO�.IOOI`m I E �!/IONNOr aDG3 m �O¢DpoD=DE 4 M�D� y 0000[)0000 >ymr>Dm - DOOOON m _ OLI Nn o r r D? Z m gZ P� m-1 mn>yAm mvm--Iiv-ImzD E�m x i m ti AO -IO rm _1 m G, 7e ❑ ti = A T �0 rm-mrnZ A OD v a 'am"Zio < =ymrnm"'I�Zm 70 O o Z.~Kn m am- . Cy. c O O 66N- 1 1 1 1 1- W i` I i ~. Y O 3 r \\O\ P O.rm r. r+ PZ>< rrn \Io- rn - MZ A ryc+DOntrnxmZ Z- aX r-Zv Zmrn Nx Z e nom cc,.mn rZr rn �I• o_ HZ O{mmI1DNiNm Emrro•-IInyZA W Z j mom. mmD NITS ADD � r I^qm DN Nm rC�mOr>m>m mtAoaZ OZZvr I E aDG3 m �O¢DpoD=DE 4 7i• >f• K mZ N c - >ymr>Dm - Z m tZil O,amOr.Ai0 prn2 o r r D? Z m Z _. _ _...... m-1 mn>yAm mvm--Iiv-ImzD E�m x i m ti AO -IO rm _1 m G, 7e ❑ ti = A T rm-mrnZ A OD v a 'am"Zio < =ymrnm"'I�Zm 70 O o Z.~Kn m am- . : HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW, AL, SIGNED & SEALED e / vl IU r t F& CORDION SHUTTERS T c ""W Q ` pr no dal. b dueri Ilon l e .n I. r` 8HR ALUM. A cn r '` ` horntoniTomasetti Group 330 N. Andrrwr Avr., Sulu 150• it. Lrutlerd�lc, FL 31301 J If CO ;°i ,ate `rD <'�(i`/y fI/C//��(fiyr'�(/+y--(•/- Tel. (95iJ 327.3690 •Eat (951) 522.3691. CDA 3 7519 ^' o! s Es, wL �/ Webrl,.: .7h, G'. Mo �r>. _ c• v� ADirhbn fA C..,,plr G., Lc IOO furtFL 1Ji09 Copyright D 2005 Thornton•To ttl G D nc I L) y. Wur MrN.! Xmd • [.udrrdI. , aX r-Zv Zmrn Nx Z e nom cc,.mn rZr rn �I• O m22 m 0'3Z >y mr ryD� -1 m' zLZI r c= A r I^qm DN 0 rm•O �2 OL O AOa 0 K mZ N c - mD y00 D A mem z vv r D? Z m Z p i m ti { m G, 7e ❑ ti = A 7j C z' 7P m • 70 �'C N T •1 m -I Im 9Z{m �x 2^��\�i vm v� All �r > D m© r \\O\ - \\ \Io- rn - • f -z>m III III t o�> B m �a A 0 MO LORIDA BUILDING CODE, 2004 t' IISr d ,�,• i- Lq THE SEAL APPEARIh ON THIS DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH, PE 0011961 ON 12/19(2005• THIS ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE • ORIGIN : HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW, AL, SIGNED & SEALED e / vl IU r t F& CORDION SHUTTERS T c ""W Q ` pr no dal. b dueri Ilon l e .n I. r` 8HR ALUM. A cn r '` ` horntoniTomasetti Group 330 N. Andrrwr Avr., Sulu 150• it. Lrutlerd�lc, FL 31301 J If CO ;°i ,ate `rD <'�(i`/y fI/C//��(fiyr'�(/+y--(•/- Tel. (95iJ 327.3690 •Eat (951) 522.3691. CDA 3 7519 ^' o! s Es, wL �/ Webrl,.: .7h, G'. Mo �r>. _ c• v� ADirhbn fA C..,,plr G., Lc IOO furtFL 1Ji09 Copyright D 2005 Thornton•To ttl G D nc I L) y. Wur MrN.! Xmd • [.udrrdI. , .. � • .. Prins In fn.mnl;..... o.\n. I I to Z m m � eT Cr t� n rf' II 0 II II II vn_.. m °°Cyytira !1 O r0 Z Z Art= DZ D y Or v� ^ mo DZ 2v D' m m r D pZ L'T O D � D y Z "1 � D TID • nZ x r o � �T N C� g = {c O D ma O g v VIIrt rnZ Z n = D Z mml^ SDN nzx p C 9 rZn { * Z ny-•D Z 2 O mmc ® mom W omN z C D 0 b m O a O m a m O.. m D r v ^ ^ D m Z . LT' m • a N. D 2 In Z v D y�r nm r - ^=o Z n not C'1 vt m--irz+l O - c r nn rnO Z ) O n SZ -1 an{ - m S'o .{On TN O D O O � •' J + �NC Z mZa =Oil A 2 ^O r1 A Oo n D S z rn < In Z i O O 33m m m m D Z Z D D ® C y y r p m O Z o z Z 0 Z N �D o 0 O A .. nLLC Z ® Ll sub\05-578-13.d..g MCunlu 12 yx -(x y+ {x m � eT Cr n rf' II rf n II II II su.zo � °°Cyytira !1 O I^mDul T=F8 Z Art= O S•Sn W W m r D m O D � D F � h FLORIDA -BUILDING UILDING CODE,004 TH S 2 12:23:alpm •WOOD MST.STRUC. m � eT Cr irz-?E ozozwo = su.zo � °°Cyytira !1 O I^mDul 2AmZ r on Z Art= O S•Sn W W ° GmXTE I o n r ; g = N z g v W N W p C 9 P" C z m z `" 0 b K—y N m O.. D a w r v ^ D 2 v W m m >f Sm2 v -.E Int<E Zan ornarn N ymDm H�r mm ® Om= rCmDm m3Dm r^rZj -m1hmN m iCn-1 gDrOyg,' O 4 CDZ, Cl mA m=m 9Dym3+ N�mX mT;glD T�rZ3m Z aoy=g2 �-1 Z EOD )ZDr� .TCI OVI'CD1n Dymy -1 "z -A �i"iID M f Dlmil H .raE mZMX mID Tl yr,n2 n"fD ncnc LZ1 YPmo rnpp .. I ED m63m Dm0. n'DO OZ' TA'y m .y..... �C)In por^,'zs �o,rm Cl,' n>,3 o io�o Go oay XO,17 " c M5,; 0, Z. m m�Om A pf ES O ?mm mmm-y WDrn Zmr Zmmm D Dr,N.I1 ym 2= OmTT= Z -E mrmD IOT3vD2 Db/)Z30 T ( ym Z pC ma09 " NLZ3D ZDam Cl Z0, a AO N D2 aEiO "1m yn Oy - m E DT z- Q-- Mo. ynmm rn Sivim2 •f10 f D S =� ZOI-D •(m3 u'o oDao Z -C1-im I < S TN yavm EzZ I, ZZZr T mOX (19 ,•. I m D DOT =x O 00•m rn <n2O ^ aNy D; r m r.- 1T D m 9_/DE D per- g2 I m m D Z _DE m mDam "3 zZZ 2 N I m Z aq G1n�y 'n lDrtO m£ Zyr D Orcl 3D + -i lo NT InEZ Co SCO 1. -1Mno D gom eNr riam D NT aO-a ^071 2= �m7C .n moa moi^ I n m mq �,> D mmD C E 2 E0 y mD NDa ❑ "ImQ O m DD I,C;E )EZ oC minE Z hmC CA Z y Oy SOVIn PD-coz- D0 nDO m Dym 0 a m as DIx -Im D^D O^ D2D -1 Za2 Ort O y Z m - {I S N T1N ','Z KSo . ZA ym2 ? DDa 00 E rzn Vmi aZ mm ,S aaiZ Oy� 2OZ IrylDr �,^� , N Tn m aa. IT 5 DOCUMENT WAS AUTHORIZED BY JOHN W. KNEZEVICH. PE 0041961 ON 12: De " - = HARD COPIES TOT E APPROPRIATE AGENCY WILI FOLLOW. ncu StALtu 91E�L HR ALUM. A C0RDl0N SHUTTERS N+vW Z ns dale b s 5 C (r° �+Thornton•Tomasetti Grow 9 B 1 0, ^', •� 330 N. Andrews -v -, Sulle 150 • FL lauderdelc, FL 33301 Tel. (931) 323- ( 3691 . CDA Y 7519 r�N •�- �^ 3 �=/i': 7690. far 951)) 522- m Ixou Weblilc: w=.TheTTLroup.com 1� I ` ..•p= anr.kw,.«/ ecEc.rMr C... l.a ^ •Y- "' Iae Wsrr ,NcN.1 Rue!Pun L.uderdule, PL lJ3ae CnPYrlght D 2005 Thornton-Tpmasc[[i Grgup In[ Florida Building Code Online Page 1 of 2 ' �iri�:"•b'Ed3� L to r xw v 25 �"ssH.'nF s rrx �! ,i,.r ^., a r a, r•`+t. A: f : a a fi axe S ai 3 '°w 4s #t `-a -01 it �s s�p211, '^u dAa1CL. ka'ar""��::�a r :" BCIS Home i Log In I Hot Topics ?Submit Surcharge) ;Stats & Facts Publications FBC Staff ;BCIS Site Map :Lin Product Approval USER: Public User 1aW9WAWW=Product Aoproval Menu > Product or Aoolication Search > A plication List > Application Detail .,t +Ff2EtluENY.nA81€o ' s Authorized Signature a `z �3 FL # FL�393=R1 � �u✓.. dYn 7"11Wr" 4 �Y� Application Type Revision R i �Ir>Ircr�crler�„t " > Address/Phone/Email R.r ; 14}YmR Code Version 2004 +�t�14�1Ek�uGQq�� # Application A PP Status Apjproved I.CJRtf�+lCflAIIdUNITIEg Comments FILE COPY `>;iaoK Archived Product Manufacturer Address/Phone/Email Quality Assurance Representative Rvts:.s Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By All€American Shutters 1540 Donna Road Wost Palm Beach, FL 33409 Fralnk Bennardo cla�gley@flbengineering.com Rooert Bates 1540 Donna Road We0t Palm Beach, FL 33409 (5611) 712-9882 1br19htidea@execs.com rs Panels Evalluation Report from a Florida Registered Architec Lice Osed Florida Professional Engineer valuation Report - Hardcopy Received L. Bennardo, P.E. PE -01046549 Nat4nal Accreditation and Management Institute )org� A. Pomerantz, P.E. tp://www.tloridabuilding.orb/pr/pr_app_dtl.aspx'?param=wGEVXQ',vtDq tBI'iarh%2f')gdWRYAdi- fO67T... 3/6/2006 +Ff2EtluENY.nA81€o ' s Authorized Signature EV tea 5 s� ><rA Technical Representative P �Ir>Ircr�crler�„t " > Address/Phone/Email Quality Assurance Representative Rvts:.s Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By All€American Shutters 1540 Donna Road Wost Palm Beach, FL 33409 Fralnk Bennardo cla�gley@flbengineering.com Rooert Bates 1540 Donna Road We0t Palm Beach, FL 33409 (5611) 712-9882 1br19htidea@execs.com rs Panels Evalluation Report from a Florida Registered Architec Lice Osed Florida Professional Engineer valuation Report - Hardcopy Received L. Bennardo, P.E. PE -01046549 Nat4nal Accreditation and Management Institute )org� A. Pomerantz, P.E. tp://www.tloridabuilding.orb/pr/pr_app_dtl.aspx'?param=wGEVXQ',vtDq tBI'iarh%2f')gdWRYAdi- fO67T... 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 naara Year 'M E330 2002 'D 12 1999 1009.1.4 1714 Mothod 1 Option D 11/3/2005 11/11/2005 11/15/2005 12y7/2005 ISummary of Products IFL_# Model,_ Number or 4ame Description i i 393.1 223a, 24ga Steel Pa iels 22ga, 24ga Steel Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 393 R1 T Cert Indep pdf Design Pressure: PTID 393 R1 T Qwq pdf Other: Large Missile Impact Resistant. Valid for. PTID 393 R1 T Eval Rpt pdf use outside the HVHZ onlv. clr Next DCA Administration Department of Community Affairs Flory a Building Code Online odes and Standards 255 Shumard Oak Boulevard TallaIVssee, Florida 32399-2100 (850) 487-1824, 4uncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of FI rida. All rights reserved. Copyright and Disclaimer Pro uct Approval Accepts: rc,hEcY. rtp://tivww.tloridabuilding. or;/pr/pr_ Lipp _dtl.aspx'?param=wGEVXQvtDgtBj iarh%2t9gdWRXAd3f067T... 3/6/2006 FRANK L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 NORTH DLXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX. (561) 391-2862 November 3, 2005 Florida Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, FL 32399 Regarding: All American Shutters 22ga & 24ga Storm Panels #05 -AAS -0001 To Whom It May Concern: Please be advised that the below -signed eng: financial interest in the company manufacturing or evaluation report or validation certification has bee 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). RespectUly, Frank L. B6nnardo, P.E. Frank L. Bennarda, F.F.; Inc. FL PE 0.046549 Cert of Auth #9885 -er does not have nor will acquire a 3tributing the product(s) for which an prepared, as referenced above. This zanufacturer or distributor noted above ity involved in the approval process of FRANK L. BENNARDO, P.E., INC. CONSTING ENGINEERS WWW.FLBENGINEERING_ .mina FRANK L. BENNARDO, P.E., TNC. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAx: (561) 391-2862 Product Evaluation Report November 3, 2005 Application Number: FL393-R1 FLB Project Number: 05 -AAS -0001 Product Manufacturer: All American Shutters Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 22ga & 24ga Galvanized Ste Storm Panels Scope of Evaluation: This Product Evaluation Report is being issued in accordancetwith the requirements of the Florida Department of Community Affairs (Florida Building Commissidn) Rule Chapter 9B-72.070, F.A.C., for _ statewide acceptance per Method 1-(d).- All products_ listed above -have been -tested -and/or evaluated as--- - -- summarized herein to show compliance with the 2004 Florida puilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Re valuation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data.- PRODUCT ata: PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized St` el Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., 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 Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performanc € have been tested in accordance with SSTD 12-99 test standards per test report(s) #02-001, #02-004, & #03-001 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report #0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Evaluation Report Prepared by: Frank. L. Bennardo, RE.;, Inc. Frank L: Bennardo, P.E. # PE00465491 Page 1 of 2 I FRANK L. BENN.ARDO, P.E., INC. CONSITING ENGINEERS W W W. FLDENGINEERING. OM FRANx L. BENNARDo, P.E., INc. CONSULTING ENGINEERS 4441 NORTH DIXIE HIGHWAY BOCA RATON, FLORIDA 33431 (561) 391-2888 FAX: (561) 391-2862 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4. Anchor Spacing No 33% increase in allowable stress has been used in the Impact Resistance: Large Impact Resistance has been demonstrated as eviden accounted for in the engineering design of this product. end Load Resistance Each product has been designed to resist wind loads as ind respective Product Evaluation Document (i.e. engineering d Installation Each -product- listed above -shall be -installed instrictcon Document (i.e. engineering drawing), along with all com Each product component shall be of the material specified in Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its resp engineering drawing) as noted herein. of each product. in previously listed test reports, and is in the span schedule(s) on its with its respectiveProductEvaluation --- noted therein. product's respective Product Evaluation Product Evaluation Document (i.e. 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 stru ture conditions which are not accounted for in each product's respective anchor schedule shall be desioned for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protE other such damage at all times. Each product has NOT been designed for use within the High Certification of Independence: against corrosion, contamination, and ity Hurricane Zone (HVHZ). This engineer does not have nor will acquire a financial interesl in any company manufacturing or distributing the product(s) for which this evaluation report has een prepared. This engineer is not owned, operated, nor controlled by the maI ufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. CONS�TING ENGINEERS WWW.FLBENGINEERING COM S99Gp:N011VZR10HUIV JO 31V01dllid30 IVAO'dddV 30IM31VLS V0IbOlj oW onmwnna,°nu.an�i,.ia wr.•i°wrwµn i a� INOO"E5NRl33NION39ld'MMNI SI3NVdW'd01S aacnco'a.aan"a'sawxan'swurer. Q g 13315 03ZINVAIVE) e6VZ'9 e6ZZ : nwu xsa+iuom�wawH c'nmoou�,a'�iw�m,eaxr Q O� Z992:- we (l9S):XV3 go Z-LGE(L9S) JEY. 4fi V009.IVMHsJIH 31X10 H1LlON L4'Vb Z996-ZIZ (195)604EE lj 'HOV38 WIVd 1S9ModJjFS2jB3Nl`JN3`SM-LlnSNOO OVOIJVNN000bSi 'ONI "3-d'OO8VNN3G'l NNV-dd S2i�i H nHS Nd3IZ{�WV, „VAL azd i° 3nssrWNi o�a ONH�NMaO SNtltlW3a 6 a 1 Lys . Fp Z = 3 N Id Z34 x �w3��rw-'pN ° a' WFa1J 2 ou wH r xdum - w= z �u a?E�m F �o= o� m oQ >� xw �� °z ocar.� `w ° _ �$ PL ooN�o= a� �xvw.mmm'S eo �❑ app °¢�d �rc " Aw W azµw" aW uv ww .O0-1 m e NB � �� °° o w p iS.nn niW �k6u a" 'J m pa La m i� �� a LLQ pa mwo wm °a� 03"w°°x�wu�u�^°�� 9 d iO J�wwa�iY u E cA zt amup'uaa �woa m �oF �m mi o" —(� 9 0 °a �aaW z�"ap[�JiJn a3mw-❑o."� <g o x� °a Z �u`u�laaw �7Wwap�iR<"" 'xdw.000'S •� o J ��m i ="Zsa Frc a"v°udxm6rc°m=� �� om 4= uuJ 'Niw.mO'1 g ❑ wQJ- �� ® ��~ � i � � wltk'�'�$� 3wa❑-'3 ��a�j��,W�` F, F2 W O 3° w =w fl fl •- R'�Nr"i t= a ��p "�tUaw L� r _ a s o Yt�M1$roapMu"0, Lau 0,"zadWb "u p'a w m9 pO ° � III III I w u $•o s�� 'Z S-13NVd Il?J n Q - I _.- � 9NIN3d0 NI Lo _ y p .5�9'I � w • g V O3 Illi ppa V .wuarlaco swl�wcao o. Qy� C 0e0 U �' 3 a^ow•i ra—I ro,ao ....ca Iy�1 a w l9 I _ �~��4w� by I�°•" oj�'a eILL 0 �.19 ®-1 .IL9'I F3p" Y a"UV¢ rcoou —1,Omo'L F-,G p 0 HS u °qov B 9'l\9 ��"�+a'�L ❑ O Q�q v W I`T ii 0 a`9 F Y .SLTEIL m —1.099"II— ,a ' S � somal ao •,aan, m SZ a,p.ro„r�.0 as I ° O _ —�' o k° e��e6ild ) 0 L ° m0 wrr�-"i 14r- _ Ui p n� V �A.'.• C�a1 3� (� S o " _v o.-•k oxo p vY r<'•a 11 Jin U �¢ ° 3 I 4-- 3iv amonv xv k JAI a.eae iry v a3s � � y.u.d .arZ'ZZ Lu°O'5VN-SO1•9or S°UCI(5G)Lau,14S u.ayawv 1C12/0113161p11 ¢"p m „3 { L aLLuO�X� y' 3V103 OMd blk Nw9 -.01016 W �0<(I a W" p na 31pi?Jddpgas39-+vwl �i M1a0 aa0 9L u, r 3�� ON �a a ud 9 io k E uq rciu 1- o Nfie u a 0.0 3 11 a X O lei LO 11 316p1/ 31f1a3H79 W45 p LL F'y0 = l3Npd l—,oi9 31pNIdOLWdp 336 vcvl kN°�rc�9�- S5�p UY iyQwj LIM U € (11 E10 Il 31Gp11 (Q 311103M�5 NPd4 p l3Np- Lm �y � 31p121dOYddp Mu 335 xm-1l 4L Glx W aT L ®C O " WU '1510 '1510_ QQ !1 g� W N 3003 g O 9 ¢ 0 y 1y jI Iy5 y-0 0 VW UmWNLL U �aW w in f21 YO 11 31fip1. 311103H79 NpdS w r, l3Md ..81019 31pIT1dOLddp 339 - •a 7 ®N Ln � Z SBBfi/t :NOIltRIaOHl11v j031v01dL'-O IVAONddp 3oIM31V1S Vd12101d xaunuumaaWvuwxa � r iaLL C.� o 1 mn WO EJN3913'MMM S13NVd WLO1S omoawmaa launrcrHumau muolmwwrn aa�o o ixuudN y r O _ —11 Np l3d LAJ015 3-1pRJd021ddv gas •earl p1UQ -160 ( gs) !X ZBBL-L Bf (LBs)'Xb'd BBBZ-Lfif RBS) 13315 03ZINVAlp9 eObZ 9 e6ZZ' n O /jJ ,9i -'.W L£bEE 1� 'N OlVLd VOOH W' m O I U o s AVMHE)IH 31XIO HILTON Lbbp - Z986-ZIL (195) 604EE ld H7V3S W1Vd 1S3M Q aj o RU W o SLl33NI°JN3 `JN11lflSN00 4VOU VNNO4 obST _ Q u` a wu NRp� IIyY d JULL a � Wwa SNI"3'd'OQ2iVNN38'IHNVLI� Sd��n� {S Nd�T��f 11tj small eld J 35SILN �Oo�Ogin K V 31v0 ONHJ Nmma sfiavrv3a O ao a}�x u o 1C12/0113161p11 ¢"p m „3 { L aLLuO�X� y' 3V103 OMd blk Nw9 -.01016 W �0<(I a W" p na 31pi?Jddpgas39-+vwl �i M1a0 aa0 9L u, r 3�� ON �a a ud 9 io k E uq rciu 1- o Nfie u a 0.0 3 11 a X O lei LO 11 316p1/ 31f1a3H79 W45 p LL F'y0 = l3Npd l—,oi9 31pNIdOLWdp 336 vcvl kN°�rc�9�- S5�p UY iyQwj LIM U € (11 E10 Il 31Gp11 (Q 311103M�5 NPd4 p l3Np- Lm �y � 31p121dOYddp Mu 335 xm-1l 4L Glx W aT L ®C O " WU '1510 '1510_ QQ !1 g� W N 3003 g O 9 ¢ 0 y 1y jI Iy5 y-0 0 VW UmWNLL U �aW w LL W17 �Z in f21 YO 11 31fip1. 311103H79 NpdS w r, l3Md ..81019 31pIT1dOLddp 339 - •a 7 ®N f } ao o v � r iaLL � lCl 3-MV0 3V NO'dS _ —11 Np l3d LAJ015 3-1pRJd021ddv gas •earl p1UQ N /jJ ,9i I U RU W U 303 s"7 NRp� IIyY d JULL a � Wwa Vp iu �Oo�Ogin K V spar Smuss) valln4S ueayaW V IlNsal!j laalwd 1013 nulEua!a aWYO_ZL - S00vull u o 83a �da °° O tt pQ '1910 1510 3003 m V 3%03 -Y 0 t+gy' WW F�C°O x �° y� w�3p3i�np ZK ry a ylS u�c�i : psi 6,MV(vsi) shoed edone em 10m-SvV'401(vS 11 alauad Odo LL W17 �Z } _ lCl 3-MV0 3V NO'dS a 3 —11 Np l3d LAJ015 3-1pRJd021ddv gas •earl p1UQ N /jJ ,9i I 510 003 � Wwa iu �Oo�Ogin aN spar Smuss) valln4S ueayaW V IlNsal!j laalwd 1013 nulEua!a aWYO_ZL - S00vull Ln z c n N tiO.I t� h •'^rI 5996#;NOI1tlZMOHlnv Jo alvoullk130 IVAO'dddV 301M3 -LV -LS VOIUOId wimwnwiJtw Jxl swu oix n W WW QW> _ 4 oAN s��a° WOO"JNIL133NI'JN3HI3'MM/V\ S19NVd W11015 uauo uo'agaqunx'egaumi gaurrur.. O JI I W Ty NQ _ >�, I ax o g Q o �Z Z99Z-t6E (W9) :XV3 9992-16E (l99) 4£bEE •NOlV�I 13315 03ZINVAIVO 960Z Id e6ZZ u awa:oinnwgmi�n�ueD.3i on nmsav aJxiw°ei nu O O w p W UH �II��J ^O - o � Wrw� Q WOWZLL� UU ld V009 AVAnHVIH 31X10 H12iON 4VVV Z986 -LLC (19S) 600CE l3 •HOV39 WIVd 1S3M LLJ Z Q y ,n c� v <P.i a m w Z. o JapeaH .f1,. S�133NI�JN3 �JNI1�(1SN0� 'ON['Td•0G8VNN38'INNVad OVMI VNNOO ObSL N N N N a H V 0 0 LLwnr ry2? Q? o 5�3_LLnHS NV:)I2i�WV 7V sorest e�j iO ansslwm Q C L aw N P N a N N v N v COi u`�i `r rvl K 31tllI QXH�NM9a SX9VW3a ci O a 'Hell „O. n N tiO.I t� h •'^rI '� iv fn io etc o i°: -wino i�i7 oal O QW�i W WW QW> Z� Z�� 4 oAN s��a° W j .�u]pJSw m Wo�jVUJW� WZa1> � <1 (IL VW>�3QQQQ(. WJ3 alouV pn7S JI I W Ty NQ _ >�, I ax o b O WN on�n Q o �Z U oao C) tN�I P P P P N V7 N b W mm -L NN�U w p W UH �II��J 3�9 SM, � Wrw� Q WOWZLL� UU 3 al6uy .3. LLJ Z tP m y ,n c� v <P.i a m w Z. g j U JapeaH .f1,. O O N N N N N N H V 0 0 LLwnr ry2? Q? o Q C L IUf10IiJ jOall(] N P N a N N v N v COi u`�i `r rvl K j (IunoW lleArJ O a16uV pnlS oN - Q,O tO h ah h O W ps 6 Z ~ >P pnn.. Inapling N N N COI < N N O n -km m .°'i m'=- a L O � _ L i m al9uV PnIS vSXL - _ 6 W iy JapeaH S9-Z O IL ; Zu�U� � JapeaH n. 33OIL - zi 4 L InOpling OOONNNNN ONNN Q"- JI" F02 JapeOH .,H, p O O N N NNN O N N N N�1 ,nF Mary OZ, L �- 0.10 Z7 4.LL u? WNZ �IKIyy��n Q W 04 ZZ JFl.W OUI m N Nm N75 Z zyI Q�O N v ZV y =0� NiS W.nm J Wa J Z to d UU �Na LO Q w N zw N� EiNnLow m wouoe - �$ ��" °x �N O f m'W lV P G in i .- 0 N m m i UI ILN Jh Q W iv fn io etc o i°: -wino i�i7 oal O QW�i W WW QW> Z� Z�� 4 oAN s��a° W j .�u]pJSw m Wo�jVUJW� WZa1> � <1 (IL VW>�3QQQQ(. WJ3 "9 ajl JI I W Ty NQ _ >�, I ax o b O WN on�n Q o �Z U oao C) tN�I P P P P N V7 N b W wLLL� Z Fi NN�U w p W UH �II��J 3�9 SM, � Wrw� Q WOWZLL� UU 3 ZZK O� Qy LLJ Z a' Z a w Z. <I �i ;�i0� LL W xN b� z W W U W YWWI Z w V W N (� wWYY�,, lL N`tQ 3 LLwnr ry2? Q? o vU nm ^ W U f m'W lV P G in i .- 0 N m m i N - 7 iv fn io etc o i°: -wino i�i7 oal ` ( 3 1 W 3QQi � W£W IWnyu�jZZ lgO O 3 J m Wo�jVUJW� WZa1> � <1 (IL VW>�3QQQQ(. 3O Ny� 2 Q'�'�$�� EQ;F W y o lV �- - O O Ot OI OI OI �° ID m h h h i0 fp in f0 a w LL� ��o oao C) tN�I P P P P N V7 N b W p h h 0 OOI � W co 3W O � N p J Q W :j W a Z Q. d) W � a- I— 0 U) Z U nm ^ W U f m'W lV P G in i .- 0 N m m i g = m h I in in inv (7 l7 C) t'I in ` ( 3 w aUy=.zIa- VO aaw" W 3QQi � W£W IWnyu�jZZ lgO O 3 J m Wo�jVUJW� WZa1> � <1 (IL VW>�3QQQQ(. 3O Ny� 2 Q'�'�$�� EQ;F W �a a- a w LL� ,fin Iz33 w0 -3 Vww Xai U ® aQ p —^(V ^iV �b Ocn a, m mh i_t•I•in iOtDw- -- — .---. uW1 9��N�1 a 3�9 SM, p� W a' 0 U) Z U nm ^ W U f m'W lV P G in i .- 0 N m m i g = m h I in in inv (7 l7 C) t'I in 'a3 m c N N m ^ a 3 J IV i- C O G C A to m m [° F 10 IO it) to C P 4 CI m N CI 2o Z �U a- "; N Dry u m' m � P ��in .^-•F�O1� �in CIOTF� V'tV C NtnN —^(V ^iV �b Ocn a, m mh i_t•I•in iOtDw- -- — .---. M m i�9 m P P P v N ul N t0➢ tD n n ON m O� ,'OV � P ,[Ol ,O � °Oi O uualiaury lMsilli pilold l,\:j dapuep-.OIL- Lll d J S996N:N011VZILOHLnV 30 31VOULLU30 IVAOVddV 301M31V1S VOINOId 'wunw�m wiouw�rx. iG m m m m O az U WOO'0NWaa NI�JN39ly'MMM S13NVd WNO1$ wuo o�iYwnseiw sxwuuw'swus�nm P Y 4 Y � �� - coD_ o-��be m - � Z99Z-L6E (L9 S) :XV3 99eZ-�66 499) 133 -LS 03ZINVAIV9 96t z 9 e6ZZ ,m•uw un..o iww. xvnnm, ,3c yI e _ O 'O h vl Nin 'O f0 VI Y1 Y] .1im- j LEbEE lj 'N 01f/7y H'J 09 )?occo �^""3o �xxrusnuu+ow nxs n�xsnmo ssu w O m b o'oc ocooc ..Y AHMHOIH 31X10 H1210N Lobb Z996-ZTL (T9s) m Y Y V' Y n I}. mrm0, a7 a1 n n n n 6 is is N PPP P is 60KE ld 'HOV3H WlVd 1S3M � id �n In to m C4 in Pn 'vs )n n m u1 .n n �'n 'n Sa33N1°JN3 SNIl-I(1SNOO OVO'd VNNOO 0051 z pU rt Q N a oc o cc in in ` Z1666 cq c4 ONI''3'd'00)jVNN39'1NNV2:U sd3j-LnHS NVDIdf IWV TlV sw>nI ei3 ip 3nsslLrr 5 u .0 n m lya FAV fV v . . mmmm in inm mYi NNin p m � ID h 1'n inO�in J � Z ry 0 u�N QW� Jaz. a Iu 0 W Q V W Q J USW z z W Z�? �UO W Z Q J I Z UI 1i L LL IY W W Q � Q u 72 Z v _r .N. � R f- t rW �iww OrN W UO w�NF a a x � �� rcw��f'3LL LLpp 3 WQw,31au�i o °d'arcuGW OU JO �O ulU a'l$;n a 6 16 O". W ?� W�'"m6NW_ J z}w�ff� a L CC v<n _ 0 ooFo 3uwmodj .p��1r WW�J OuZS Z 1FV JJ:. z-7 rcrc �� ti.a�a U i+"oo b ,G V)m m iG m m m m O az U m Y mmm c m m m m P Y 4 Y � mm is-.v .n - coD_ o-��be m - � c-oc-o--c-o L• ^ O O C m OI m m m 'O h vl Nin 'O f0 VI Y1 Y] .1im- j ZN )?occo 0 cc c 16 c6cbo b o'oc ocooc m Y Y V' Y n I}. mrm0, a7 a1 n n n n 6 is is N PPP P is m � id �n In to m C4 in Pn 'vs )n n m u1 .n n �'n 'n in uj in W z pU occo o coo oc o cc in in ` Z1666 cq c4 �_ 16 sc 16 16 6,66, .- - 6 16 16 16 'd- - -- -^--'^ .0 n m lya FAV fV v . . mmmm in inm mYi NNin in mvl ' m � ID h 1'n inO�in :.6 Om ,d rcv Nc mm n �2 m.dP U�Z 7¢OV n 'O a ZU o oci. ,um ui,av 6 4 Iq �� m� mom mbm nv u z ococ`'odo --.d v1 N' ' '' coco -m inhNN GI mgs o w o a ±r8 3 i 6666. N vI N u+ U'^ in .n usznm7n N N �n .°n �n N N'^ .n vs_ , N^ N . N m v� r�r."- m a mo c,m.od�o�n ONOO MOIIOH �= oQbbcbcc00006ocoocoocgcoo a pUmm.d U .d ,d evi 9eui ,ri ,c �.dm ry N t2 e,c vi w U m N _N _ m in )n in m rn of ni N N uI - N ni'N 1onu19 'lslxs aooro� t rW �iww OrN W UO w�NF a a x � �� rcw��f'3LL LLpp 3 WQw,31au�i o °d'arcuGW OU JO �O ulU a'l$;n a 6 16 O". W ?� W�'"m6NW_ J z}w�ff� a L CC v<n _ 0 ooFo 3uwmodj .p��1r WW�J OuZS Z 1FV JJ:. z-7 rcrc �� ti.a�a 3d� LL�mwz �3�a x rc a >� Ymg Cl .1 R' ZZU�� mIy�C1 ?NW w 7 3 9 N 3 a W„. J X 9& rc�pi gp0 a 3QxQx°fig X �b p a;X, J:�°�� QQa a -LL w�u �a�3w��aQ9'm J Yll WJ4 ym Whl° �h LLLL'' ®® u t. Hx 0ff�yi�Q �=¢Wcwf= Wyu,�wl3CV3 -1 cik hP:Pd�Anhl��'',.IIR14 m iG m m m m m m m m il,l N o n 6 m P p Y 5mi.1."ncbt�b �.-^v.d uim mcbgobbbbc5(�nie'v nnn ----------- mm is-.v .n O` U L• ^ O O C m H in N 12 .m- m OI m m m 'O h vl Nin 'O f0 VI Y1 Y] .1im- j ZN )?occo 0 cc c 16 c6cbo b o'oc ocooc m Y Y V' Y n I}. mrm0, a7 a1 n n n n 6 is is N PPP P is m � id �n In to m C4 in Pn 'vs )n n m u1 .n n �'n 'n in uj in m 6 n c U N(V �N N -N Nin )n-' - Z1666 cq c4 � io U NODI W ric mui vi OGO �,-,,, 'O inn �(V m in iO ip nccco lya FAV fV v f1 � lA i+000O�Nh ,,,fair m � ID h 1'n inO�in :.6 Om ,d rcv Nc mm n �2 m.dP U�Z 7¢OV 000cobc000boc0000cbcoococ -------.',d ry N^ N ,d end -,d m m v N O c p m m mN hm ^ Nrv.NN YI min Cnm --.d v1 N' ' '' -sae in NN -m inhNN GI mgs o w o a ±r8 3 i c7C n N vI N OC�ON tGm y fgy��y � rttr -0 „az ^a8 .on kfI99�16 r 'O_ r�r."- m a mo c,m.od�o�n ONOO MOIIOH �= oQbbcbcc00006ocoocoocgcoo a pUmm.d U .d ,d evi 9eui ,ri ,c �.dm e,d e.d .d t2 e,c vi w U m N _N _ m in )n in m rn of ni N N uI - N ni'N a m O a N o P v m n Y P m Y Y m v f h Y Y m � o y`, z n d d 5 O w O_ 2 oN, 2 — W Y O w a U m W N O _ �'{�y//4,��I� m m u1 w j U a e.1 z '151x3 313HON00 3d� LL�mwz �3�a x rc a >� Ymg Cl .1 R' ZZU�� mIy�C1 ?NW w 7 3 9 N 3 a W„. J X 9& rc�pi gp0 a 3QxQx°fig X �b p a;X, J:�°�� QQa a -LL w�u �a�3w��aQ9'm J Yll WJ4 ym Whl° �h LLLL'' ®® u t. Hx 0ff�yi�Q �=¢Wcwf= Wyu,�wl3CV3 -1 cik hP:Pd�Anhl��'',.IIR14 m iG m m m m m m m m il,l N o n 6 m P p Y 5mi.1."ncbt�b �.-^v.d uim mcbgobbbbc5(�nie'v nnn ----------- mm is-.v .n N.-.-^ N in Nh in N7(1h ' ' N' NN N m (n inNhN N• 6m CI ^"NN �•- ^N � •- � ui ui .dmm �� N N Hry vi mu.d m Y Y V' Y n I}. mrm0, a7 a1 n n n n 6 is is N PPP P is n YI � id 1.1 � GO al a1 OI 1'n P Y .d P Y Y c 6i "ice o 0 0 'od m 6 n c NNN UI YnN Nin )n-' h' mZ.. N N N N^^ ui uie vim Z1666 cq c4 - 4 t 4 .d mmm m N P n Pm r O o� tiMIR al"w� �� • P6 ri 'a;E m P m m cccbi.oc o'odgi�ry, :.6 aocbccc.-^ ,d rcv Nc mm n ,cmm,rim m.dP N om^ N N ry N^ N in N O Y Y m O n Y P m m m v N O c p m m t 7 P Y m m S uFjzN I� m S izn I� . o3 m� o mea mgs o w o a ±r8 3 i � y N ^rg ��? fgy��y � rttr -0 „az ^a8 .on kfI99�16 k11®ptlb soi 3z MOO ONOO MOIIOH L!] Jw © S986#:NOI1V21N0H-LnV 3031VOW11833 IVAO'dddV 30IM31V1S VCHWId wlrvlurn wa a�vanw acvoauaw .aswlusnaW��o�snxsml i T'I m:l0h m Fs is Oj�Oj 1.j ge ,p y WOO "JNILi33Nl'J N3813'MMM Sl3NVd W801S awanmmanaWa'sxour%six. CD �Yi a cmm '.c az bbbcoboobb noz- LBE("S):XV3 BBBz,5c(1.95) 1331S C13ZINVAIVO e66Z V e622 seta's rrMslawmlreumcsucro wauxlara ml�awes ssia mcsar O • mmvi n UU m �'-- ° 4E4£E l� 'NOl Lb H009 AVMH'JIH 31X10 H12iON LVVV 2886-ZI4 (T95) 600EE ld 'H�V38 WIVd 1S3M to 3'a'mWxwVlivnYiAllNAWbLL4Y3MOm StiLL CD m U m NN N ! � '� - ^ Nh iaN NNrvtNV N mmmm Z o NIJNa L-ln1SN00 CIMI VNN00 OST Q m.tibrd .d y O U ;Y 'ONI"3'd'OQaVNN38'INNVNd S2i�.LLnHS NVDId.�WV11d 6 a �y Q W U so/enl els lO 3mslLwa �....,.... CO i] O � OOOO $ O a w z e, 6.ri .dm yl W Z R vu Q— X } ��w,. �mm w s7 z W Off' K uuall z UO w�(QU5 Ogw�Oini3 • vig�$ uW�o maW°'w mrw.o Fa,-O�g-M La`°as � v �o Nvwq 'X"X 4mZ�is Up� wO CliQ d'U �W W �LL�WXW�IC�Z�. �7 U�8Q{S z3 wppOX a a� Q0UQ ; °; wwm=X3a�Za=° Z J a `� NL]y1 r11a Wz~V F- id wet 4� p'IS�: a¢i OUw NW�OWN aV13JIJa Ja�U� Z u ❑ �__ �7 11 pp °6�y3 u v zS3�3i�S1uiU Q_zd�rwJa�F�UW°}�p0 w J t rM.- -��LOMpvu. U r ^ YImPP m Y vYv1 m:l0h m Fs is Oj�Oj 1.j UaiJ _ _ � F V hYivariooi mord �Yi a cmm '.c az bbbcoboobb W 0.01 Uem bi�000i. in f. inc • mmvi n UU m �'-- 166 m -- -.d m.-^ �o ai aim W m U m NN N ! � '� , m ' ^N •' Nh iaN NNrvtNV N mmmm Z vi .c .d Yiemv vim eYi m.tibrd .d y O U .^V^'oi �a m.r�'rd Wr�vi Q W U G OOOO CO i] O � OOOO 6 4vci ' f7 z e, 6.ri .dm o 06. P .d e.d vi�ry Fn ooim Lu ¢pU NNNMin U A m' mP mm1: ,•.r U ^ TN'N^'N N hNhin h NhNN N^^N^ N N i[INh N^m n!Nt- 1d UT m dm m ina 6 c"P mo Y nm rami Yoi s' t� mmvi .n'roo^gym cn - uiw^oF mbmuid Z N �Z 4€�o�oa oo�o aoa Nia n. Z U N m m- v m m m m ^ m m m m P -.-.- m m m m m U m h N NU1 NN N"N HYl U1 U7 N H H N N _ Na^ N Flt in N ut in _ N' [•i^ O-�Y J Y n YT nn 1%IY YYI a7 YYuI bFnom� l•iom qq1I O O O mN W K Z ai 000Fa io m m m mbl is iv 3 w �Z wet= 0000n 0 000000000000000 U xW r �y 1 x �o x 0 �� x o a0m x a a N NNhN h h YIN h m'v1 vNN =na1s '1SI%3 000M yl W Z R vu Q— X } ��w,. �mm w s7 z W Off' K uuall z UO w�(QU5 Ogw�Oini3 • vig�$ uW�o maW°'w mrw.o Fa,-O�g-M La`°as � v �o Nvwq 'X"X 4mZ�is Up� wO CliQ d'U �W W �LL�WXW�IC�Z�. �7 U�8Q{S z3 wppOX a a� Q0UQ ; °; wwm=X3a�Za=° Z J a `� NL]y1 r11a Wz~V F- id wet 4� p'IS�: a¢i OUw NW�OWN aV13JIJa Ja�U� Z u ❑ �__ �7 11 pp °6�y3 u v zS3�3i�S1uiU Q_zd�rwJa�F�UW°}�p0 w J t rM.- -��LOMpvu. vmdp,b V U� t,6 n m m Y1 � ryV .O m vl m lh t•1 t7 t7 viPQ Y01 mnm YI`!a1 aiml� Ism YO)nIm �oob23bo1inlruoo2�'aoenP.oi.0 ^� � mm mm� Yin : ui Yi .o Yi .c cm mmr to Fn Fn in Fn In Z, I GI fn Fn Fn Fn Fn' Fnb` mmldmu �a6 m Pm6m I- n.GYi E01 F1mm' Yi Yc'1N 1�YlP �'a7 � m1�i 01 X01 m a7 Oi 001 iD�� L7OG ff SFO 10 bb � OO Y is tUNi( �rN-�01 m ^m.G m m mm Y' aim1 mNn' 1NhhFN 1VNNN NN 1v -N NNNn^mm.mm mmm¢ 4 .6i .d 04.6 N POi O d- li � m � •„� Y01M m ^ m moi 0000io0000' niv0:-b 00005 bbin HO mmevrmmme Id 16 ddY ddY d� h �n N N in h' ' Nin in Nin N h h in r-- N - -NN N.N- r �.N-.N-N m y �YNio 1•lv�vNi m Y P Ol P P v H� r N On Y o x 0^ x 0 x W [�s 0 " d„ x o mw� �� ¢ w _ NOO a ONOO MO -11C spuvd ..K'2L 1000 5Ntl-501sVor SOOz115fi) udpnVS` uvoP&wy pylaaiw Prkwd wv, P' U m Pm in fV m:l0h P bbt UaiJ _ _ hYivariooi mord �Yi a cmm '.c �m�r iV •' O W 0.01 Uem c��mm 0hlp N is • mmvi ."-gym a _ .N .-o jZ o mbooboa°mo2a 51ooboo boo 0 z OU.d ami .=um.ri vi .c .d Yiemv vim eYi m.tibrd .d y v1NNN Fn Fn Fn 66N G1' v1 Fn Fn Frl NtnhNNFnN L U ^^^ `mv`YI ^N Nci "i "i N N ` .N-•� �'eN-.N-' Z N ad N 'a01 n N I� m i7 xFh U A m' mP mm1: mm Y Ci O m m Ip 4 i s ,, m r m W 0 7 Z N i� 'b in io in 6 7 b b o 2l o tl�i in 0 0 0 0 0 6 0 0 Ea o Z p U m m- v m m m m ^ m m m m P m m m m m m m m m m � V U N ^# it N m NNN'N N H H N N _ Na^ N Flt in N ut in _ N' [•i^ N in h U) N N� �t^^ �omrYim ooV n2 m•2�`r bFnom� l•iom b '°y T U mc16o :-o N O ai 000Fa io m m m mbl is iv ooia i`ot�bo �Z 0000n c0000 000000000000000 U m m m mid-- .d .a wm.d-- - .- - .- N NNhN h h YIN h m'v1 vNN V NN M S N 1 V N' N N t`i •N-' N O O a1Iv J YYYNin 1"a mann Y Y YYNio K W V Y �. U 2 _u JQ a W V m N N S U OU. Y p d ?�Si �¢g g Op T� mo z� m Jz oclz x3z ,h. n 4 z �, o0i ionnts 'ISIx3 3132iON00 vmdp,b V U� t,6 n m m Y1 � ryV .O m vl m lh t•1 t7 t7 viPQ Y01 mnm YI`!a1 aiml� Ism YO)nIm �oob23bo1inlruoo2�'aoenP.oi.0 ^� � mm mm� Yin : ui Yi .o Yi .c cm mmr to Fn Fn in Fn In Z, I GI fn Fn Fn Fn Fn' Fnb` mmldmu �a6 m Pm6m I- n.GYi E01 F1mm' Yi Yc'1N 1�YlP �'a7 � m1�i 01 X01 m a7 Oi 001 iD�� L7OG ff SFO 10 bb � OO Y is tUNi( �rN-�01 m ^m.G m m mm Y' aim1 mNn' 1NhhFN 1VNNN NN 1v -N NNNn^mm.mm mmm¢ 4 .6i .d 04.6 N POi O d- li � m � •„� Y01M m ^ m moi 0000io0000' niv0:-b 00005 bbin HO mmevrmmme Id 16 ddY ddY d� h �n N N in h' ' Nin in Nin N h h in r-- N - -NN N.N- r �.N-.N-N m y �YNio 1•lv�vNi m Y P Ol P P v H� r N On Y o x 0^ x 0 x W [�s 0 " d„ x o mw� �� ¢ w _ NOO a ONOO MO -11C spuvd ..K'2L 1000 5Ntl-501sVor SOOz115fi) udpnVS` uvoP&wy pylaaiw Prkwd wv, 0 u r -' - 5906p NOI1VZIHOHif1V j0 31V91jLLH30 lVAOaddV 30IM31V1S VCMOl3 �� m4nT�•+ vt fY� W6 ry WOO'EJNIL133NIE)NAS-Icl'MMM 513NVd Wa01S Yaua Ya'onwuwvY'squgw'mo4rntr- O 'r'Y OYtlrwaY lYTYnLa41a]Ni�NM w L99L-we (4991 :Xb'd 999L-t6E (L95) 13315 032INVAlVO e6DZ 19 e6ZZ Irauw aYn YO aIaW NOOiImYdaY 3a laY rMYGYYr rarmxYaY iawwnumYwH nunur>7vaaomu m O 4EV@6 1d 'N01�l2i H009 Z996-ZIL (195) j o �ifn 1 ^� AVM H'J IH 31X1° HlilON Lbbb 6OVEE ld �H0V3H WiVd 1S9M o S2i3�NIJN� °JNIl1f1SN00 avow vNNoa oesi N >� SNI'3'd 04ildNN39'lNNb2id 52��11nHS NVDIdf ]WV I-IV smont Std iU 3nsslLnl � u� O a l C �o° mOry H 0 �d)Lo Lo ZJ W W Z Q L H Q- W Q LL 1 N UJ= QQ� r w Y'I; x >1 .!a mm 3 �~ w 2Uw VWb *Wa°� =iw�Vs QW W FW QQ ywgt ul WLL9m °OOj Yet. a�u K ",d "?aw �w att K � w'^ p ��U .� zma �_T [qM 4 tau Wu m drx-O Tbiwx _V u RWM4'yo'j fi mW (=r� td- z U- miwa:u w u pw x3 �x� J �u xr-� zW°aU$j u� Zsw"��2 ' is =owF W Wn qmm i� Q2aWe�Uw )- O 4. Wm�tWn IZ�Z_JJzd UUm LL'°� HnLL Z "a�a�k�4rc xml mZU� O�rOio�� ?a g � w g1ultq�1qyyJJ'�'LLg§ O pNW�Z�d)�n%41L 47u JNWIU' QYQZ ii U Q' a >> '�~Wr-_UJ e.'awa Z N �FWJQWJ' S ZF�;p 3-Q �.2. nW.0 Q 3' ' ,�a� JUZ ff wp(��J)LW Q�oo N�=W�N�a'�Vyl WUQ3m.l IY ===4�'hi'-� u,p Y;.O waHOOo�4�=a(L 16 in O i7 i't -. R, N b N N O P !7 � Nl IU uV VY O YI el In Tis <O c NSP 1� m Ia N IiO —6-6 Yl � Y 1� fG b wW) m lh !n ^(•mina?� I"o �'Ylo bcccn of io F;o`vl ��ai ai ac '�'�� luN�va'^rd ui Priv aim nl:m ^NNNN ^ 1� f ry' " c i c i N m mld ui ui h v m is rn P m b, n tV is n Y rl IG Id P vl P 1�<ia inN Nil �-i0 N �NOl t+la NNtaM mm PPCI �mn P (�1 �a1nnN Y) DMC1 O Glmm� Oc ca ��.,N P 0000CI a ip CIN m� m`� mmmb m 'bmNbVc''i Ci V7 N NNN NNis, b N 6�]illbb NN YINYI N N tO b r N ,N- tG Yi r r r r r^ N N N N m m m m M iaNNPI in 1�'•�'i7 i'il is Y ,- E, A. POl cu ui ni "' � of m� iri vi v vi ri wio O1.rvo"c v�Zv x°14 o`m n: -iv mta O OO cip OOCOIO �Nm �Q c�OOLJ Oso i7Nm b bm' te ''mYld N C td mId in in h Nin in N m In'N In Nin in N Yl 6 � N N Yl N in N .N- ^ N N .N- ' ' .N-� ^ ' N N N ^ N � N .N- N lV N m m m nl P C �rNl n tm P P N'V'O A P Y N O m P O h O N :- [7 gS U W w o t y O ai to P U U ut W W a U W W o F �$w ONOO MOIIOH slaend aeYl'ZL nU0 1000'SVV-S!A(tlShc 4lnnnd n�4 Z'2L lODU-Sw`Vtl-SO\49ef SOUL11Stll n�oI1nY5 uYonawy IIV\Yalld IaalWd WVd U ry vSl m vim- r lV n fV CT r alnn ai b h P m mnrib U �N Vl ink � mn rm =U j 0m�lu NNroif OOP m r O G c c c v\0iDtii W evi^ Tn iOcmndel' ^imOON_vni nYm•cOP-il NivCbonniii rminGZNs.ni -'---'N N0nmm NpmivvOii Nv-- oZirinli .a��ni mio�fl wa'oi Ol` Z m Q U) N bN N N Ul in in Nin in Yl in bN in inYl Nis Y1hbbN Lu O Zcccco a °U ai �d metro ccccm a2 ai vi vi' cccoc �d a tum N ^ ^ ' N lL m U hhh NN Nbinhb in ^�oomin miv `vl of ^I d:mrn� NbinhLqa r P <I��tnm cDIO NYI W au occ col c i2 vm in io i`m `v :-ia is iv:n OO CI iD CI O Y mIG iGN� td' ^O^ N^ O I� mmviNM Z Q pU C c OCC mt2 iu Yi16 O G c c c em6m6 O G 99 eui� a O c P N iD e�J 1 J U N ^ ^ N N - ^ N ' - ^ ' vo " .N- — � ! ua Pnh - � - hNb N Yl Nin hia N f N �l O ip in i�l� Qpm 4 o N P O u1 m No nl P Q N In.-mNo N P P N m.- N P Y �(Nl r --- O J - - - Z o coo ui c,6 o c c c o c o c c c c '0 0 0 0 0 0 0 zQ a °U U vi rri ui ui qui IL enc �ri ui �c iri �cm e:c y hb'ul in ih YIbbNN NYI in bYl in in iA inN r eN-Ili -N1� r N^ N^ xa}, z v K W �o POO xa 'k om x �° til P P N m Z W Q U W U W zz N O Z U y U '1onuls 000MISM aoo w Y'I; x >1 .!a mm 3 �~ w 2Uw VWb *Wa°� =iw�Vs QW W FW QQ ywgt ul WLL9m °OOj Yet. a�u K ",d "?aw �w att K � w'^ p ��U .� zma �_T [qM 4 tau Wu m drx-O Tbiwx _V u RWM4'yo'j fi mW (=r� td- z U- miwa:u w u pw x3 �x� J �u xr-� zW°aU$j u� Zsw"��2 ' is =owF W Wn qmm i� Q2aWe�Uw )- O 4. Wm�tWn IZ�Z_JJzd UUm LL'°� HnLL Z "a�a�k�4rc xml mZU� O�rOio�� ?a g � w g1ultq�1qyyJJ'�'LLg§ O pNW�Z�d)�n%41L 47u JNWIU' QYQZ ii U Q' a >> '�~Wr-_UJ e.'awa Z N �FWJQWJ' S ZF�;p 3-Q �.2. nW.0 Q 3' ' ,�a� JUZ ff wp(��J)LW Q�oo N�=W�N�a'�Vyl WUQ3m.l IY ===4�'hi'-� u,p Y;.O waHOOo�4�=a(L 16 in O i7 i't -. R, N b N N O P !7 � Nl IU uV VY O YI el In Tis <O c NSP 1� m Ia N IiO —6-6 Yl � Y 1� fG b wW) m lh !n ^(•mina?� I"o �'Ylo bcccn of io F;o`vl ��ai ai ac '�'�� luN�va'^rd ui Priv aim nl:m ^NNNN ^ 1� f ry' " c i c i N m mld ui ui h v m is rn P m b, n tV is n Y rl IG Id P vl P 1�<ia inN Nil �-i0 N �NOl t+la NNtaM mm PPCI �mn P (�1 �a1nnN Y) DMC1 O Glmm� Oc ca ��.,N P 0000CI a ip CIN m� m`� mmmb m 'bmNbVc''i Ci V7 N NNN NNis, b N 6�]illbb NN YINYI N N tO b r N ,N- tG Yi r r r r r^ N N N N m m m m M iaNNPI in 1�'•�'i7 i'il is Y ,- E, A. POl cu ui ni "' � of m� iri vi v vi ri wio O1.rvo"c v�Zv x°14 o`m n: -iv mta O OO cip OOCOIO �Nm �Q c�OOLJ Oso i7Nm b bm' te ''mYld N C td mId in in h Nin in N m In'N In Nin in N Yl 6 � N N Yl N in N .N- ^ N N .N- ' ' .N-� ^ ' N N N ^ N � N .N- N lV N m m m nl P C �rNl n tm P P N'V'O A P Y N O m P O h O N :- [7 gS U W w o t y O ai to P U U ut W W a U W W o F �$w ONOO MOIIOH slaend aeYl'ZL nU0 1000'SVV-S!A(tlShc 4lnnnd n�4 Z'2L lODU-Sw`Vtl-SO\49ef SOUL11Stll n�oI1nY5 uYonawy IIV\Yalld IaalWd WVd U' N CPM � in m n' f7 nm N W P :� bb4 P lV n fV CT r alnn ai b h P m mnrib f��m Yl MiD G N'in tV..Ob mut o]a)M1 vI� r V)NNP �N Vl ink � mn rm mtom Nal 41m j Z to N m Yl O O O c 0 OOP m r O G c c c O O G 0 0 z O V umi' ^.=o ui m vim evi^ Tn ui .0 m �n dui m N bN N N Ul in in Nin in Yl in bN in inYl Nis Y1hbbN u w N _ _ N_ N ^ ^ ' N ^ ' ' N U inc �i�in "'. is mia o` n i�in miv `vl of ^I d:mrn� 7 m <I��tnm cDIO NYI bmNta 41 m 01^�O YJQm�m 2Q ZN OO CI iD CI OOO c 0 bmb.a) OOOO la m m�O m� 000 00 m mbmb c OC 00 mmma)m hhNinN in in in mm YI HYIh in bNNNb In isNNN 1 J U N ^ ^ N N - ^ N ' - ^ ' l N ^ ^ " .N- — � ! 6,6 N �� OinO M� 2�oimui O ip in i�l� GG�-Gn c �U mnvi tOe^^o --- In-'P.'^c - - - Z o coo ui c,6 o c c c o c o c c c c '0 0 0 0 0 0 0 zQ a °U U vi rri ui ui qui m�ri lc �n �u enc �ri ui �c iri �cm e:c y hb'ul in ih YIbbNN NYI in bYl in in iA inN bin in bin r eN-Ili -N1� r N^ N^ 0 4,M G ° _ P V N M P d h P O N O to m 0 P P til P P N m Z W Q U W U W zz N O Z U y U W U ~ To • a OU O= iF Z i4 v Z .w '19nals 1SIX3 3131dONOO w Y'I; x >1 .!a mm 3 �~ w 2Uw VWb *Wa°� =iw�Vs QW W FW QQ ywgt ul WLL9m °OOj Yet. a�u K ",d "?aw �w att K � w'^ p ��U .� zma �_T [qM 4 tau Wu m drx-O Tbiwx _V u RWM4'yo'j fi mW (=r� td- z U- miwa:u w u pw x3 �x� J �u xr-� zW°aU$j u� Zsw"��2 ' is =owF W Wn qmm i� Q2aWe�Uw )- O 4. Wm�tWn IZ�Z_JJzd UUm LL'°� HnLL Z "a�a�k�4rc xml mZU� O�rOio�� ?a g � w g1ultq�1qyyJJ'�'LLg§ O pNW�Z�d)�n%41L 47u JNWIU' QYQZ ii U Q' a >> '�~Wr-_UJ e.'awa Z N �FWJQWJ' S ZF�;p 3-Q �.2. nW.0 Q 3' ' ,�a� JUZ ff wp(��J)LW Q�oo N�=W�N�a'�Vyl WUQ3m.l IY ===4�'hi'-� u,p Y;.O waHOOo�4�=a(L 16 in O i7 i't -. R, N b N N O P !7 � Nl IU uV VY O YI el In Tis <O c NSP 1� m Ia N IiO —6-6 Yl � Y 1� fG b wW) m lh !n ^(•mina?� I"o �'Ylo bcccn of io F;o`vl ��ai ai ac '�'�� luN�va'^rd ui Priv aim nl:m ^NNNN ^ 1� f ry' " c i c i N m mld ui ui h v m is rn P m b, n tV is n Y rl IG Id P vl P 1�<ia inN Nil �-i0 N �NOl t+la NNtaM mm PPCI �mn P (�1 �a1nnN Y) DMC1 O Glmm� Oc ca ��.,N P 0000CI a ip CIN m� m`� mmmb m 'bmNbVc''i Ci V7 N NNN NNis, b N 6�]illbb NN YINYI N N tO b r N ,N- tG Yi r r r r r^ N N N N m m m m M iaNNPI in 1�'•�'i7 i'il is Y ,- E, A. POl cu ui ni "' � of m� iri vi v vi ri wio O1.rvo"c v�Zv x°14 o`m n: -iv mta O OO cip OOCOIO �Nm �Q c�OOLJ Oso i7Nm b bm' te ''mYld N C td mId in in h Nin in N m In'N In Nin in N Yl 6 � N N Yl N in N .N- ^ N N .N- ' ' .N-� ^ ' N N N ^ N � N .N- N lV N m m m nl P C �rNl n tm P P N'V'O A P Y N O m P O h O N :- [7 gS U W w o t y O ai to P U U ut W W a U W W o F �$w ONOO MOIIOH slaend aeYl'ZL nU0 1000'SVV-S!A(tlShc 4lnnnd n�4 Z'2L lODU-Sw`Vtl-SO\49ef SOUL11Stll n�oI1nY5 uYonawy IIV\Yalld IaalWd WVd Wp �- 999607NOUVZWOH-Lnv j031V01jL1H3O 1VAO'dddV 3OIM31V1S 7081013 ,aunsLslawv wmblw cl1 In In n LLl V f Q b en O OF WOO'`JNI7j33N1`JN3Bl3'MMM Sl3NVd WNO1S awaSwnuuwnn,xvnwaumOLSm.mm mmoxO'mwuslml exowamwWrrun. O lel N b j?iO Q 0w Z98Z-L6E (L8S) X73 88BZ-L6f (L8S1 'Np1>Y23 1331S 03ZINVAIV'.! 04Z g e6ZZ wOwun: ao n" Nm', raaowsxac>Iwrmm.umawu sue u.sriwOSOui O O 2 U CU7 v - lEb££ 1� Vp09 .IVMH'J IH 31X10 H1210N Lb44 Z886 -Z LL (TSS) Ol m V N 1 A_ 4, inNh N NN in in �Y]� 60KE l3 'HOV30 W1Vd 1S3M I Q m o ILII \J S Qg' SU aNIJ N3 JNI11(1SN00 070H 7NN00 COST t ^� � :-i�min nui viv ri oiamPin nviv '�NI•'3'd'0�2iVNN3B'lNNH21� sii�.uni"is NdD1��W 11d saenL a'td12 annlyw aw c: -o: -c �.P-^..--m 'Q;m ;onvOO � N ul (�vul :-ic �:CM1 ui v:Q in blc Y _._. 31ba OIIN'l uuun evvrw� OOOOO .. LLih C OC CC J0� Qo�9 f - �IQya� �❑ FwJ� i a W m : iQ WQFt �o yu§ o� �oG jL ou LR4V K pOWO�� InS aww�Up W =§ mJmma2 o �,wo ked pa wgL�.r-h ° C�mW4 O hu U aamy m zz Z "m`w-i�U°w Q d��zrcW�W�a Jv�nLomO+ W ❑ m � p 'l1 }� yLLy�Lw Wsu� mbYtt ._- Q,-iZ�LL' �Joo1�Wyj3 =ZWW � mQ3�ywjW O�w�❑� ui�oKWaa"�� a w '� wXu��R z� OU =i3 °,°X a � �-L�9W�3 -�ZxlLL-p�y4VSWui 88�QU Lm==�yW3U�I 'e�- 3aa�X3a��W�o Qw��❑" i, 0u K��mLL° aa�a��b WW❑�UNQ WjW9S1 (9� �a b a>3i —8 J N i0 1� IV P rl C1 IG ui Q O I� in M1 V) Qi�P 1.1 U N P m cl1 In In n LLl V f Q b en O OF vbrnmfn, io C i1-1 io in YQl M1 tG � nl N ui Y) < c'1 lel N z j?iO Q U m Vi b ^ tG b ^ ^ O C :G ^ ^ QI m fO lh 0 b M1 .G V1 2 U CU7 NT�o] .- l O ©n Id P Ol m V N U 4, inNh N NN in in �Y]� 4) 4) 41 N N h - N-' N W U 4)G: -gyp u7 M1 td N to � - ,-- - .NN - - .N^ QmNm i7 •� O 01 - u] ?m01� � Ol Vi U � :-i�min nui viv ri oiamPin nviv Y iv'C) CI oLi, Q Ija � Jay- 1-• c: -o: -c �.P-^..--m 'Q;m ;onvOO � N ul (�vul :-ic �:CM1 ui v:Q in blc Y ❑ W FU Z OOOOO CC OOm LLih C OC CC ul N CI Q zQ UU Yl Ul in Y,h Q U Omnbh W N � N 4] in N N x(181 N vI in Nin �«�-4 ul in i[, q"�� - Cl cnl i -.m mb^'O' �'m mol :- m o im bz 6— l nmo vN FU = alo 0'06o 6, fv n'vm Nuc ice` mNtpwN c0000 Z 0 U �C t0 IG m YI •- N V) 1G m IO .- tG to .d '"m vmi vNim I6 16 6 ,6 16 Z N O O O O O O C O O O O O O C. O O P N i0 _ .- .- "gym it _ ¢ ��-' rUUz � 2 Hill in h 41 Z. 41 in -N- .Ni in 4,N �NeN--�� U MIV NN in 1i in in h ` 4l to M P P N O m P P N n1 P V vl ni �2N.N-.N-'.N-'.N-fV [] C aln o_ N o vPUI InI o iv u>M1 I+I N a Nvv m P vul oM1 <�❑�m"��m�� w N O w w w N K �s � ¢ 4 ❑ W U Qa W y= a, Fln tiw25 O a� P'So � x z= +L- O x 0 y 0 a 7 i ¢ 3: '1On81s '151X3 000M �IQya� �❑ FwJ� i a W m : iQ WQFt �o yu§ o� �oG jL ou LR4V K pOWO�� InS aww�Up W =§ mJmma2 o �,wo ked pa wgL�.r-h ° C�mW4 O hu U aamy m zz Z "m`w-i�U°w Q d��zrcW�W�a Jv�nLomO+ W ❑ m � p 'l1 }� yLLy�Lw Wsu� mbYtt ._- Q,-iZ�LL' �Joo1�Wyj3 =ZWW � mQ3�ywjW O�w�❑� ui�oKWaa"�� a w '� wXu��R z� OU =i3 °,°X a � �-L�9W�3 -�ZxlLL-p�y4VSWui 88�QU Lm==�yW3U�I 'e�- 3aa�X3a��W�o Qw��❑" i, 0u K��mLL° aa�a��b WW❑�UNQ WjW9S1 (9� �a b a>3i —8 J N i0 1� IV P rl C1 IG ui Q O I� in M1 V) Qi�P 1.1 h P n N m P t G Y N n LLl V f Q b en O �"� NPNId �mM1mN M1mQPN � mM1NQ � ^10 OiT ��m eiN z OUM1Q,O� um> ocn OOOON �ri l'ui uiv C CI in C4 crim� C OOCN 0ui ui 16 'i OCCCC ui ui ui ui ui 2 U .- • NT�o] .- l O ©n Id P Ol m V U N 4) in N N N N � m m " N 41 in ill N^^^ N N w1 41 in .N- ^^ .N- h Nin N vl ' N_ f V^ N 4) 41 N N h - N-' N L Z a4 U 4)G: -gyp u7 M1 td N to mnl�6z � � ,G m Cin N1�T'1 Oi•n b ,fi P QmNm i7 •� O 01 - u] ?m01� � Ol Vi n p yy U < N m i7 CI O CI C (V �< Y iv'C) CI Cl A N Q b C m Vl le Z Z N U U OO CI <O OI m m m P O OCC OC m m m m �d OOCGIO W' m m M 000001JC b' m m W OOO m m^ m m l U N inN inN -.N-.N. .N--- NN414)Yl .N --N .N -.N- ill Yl in N 4] NYlN 4l �2 Yl Ul in Y,h Q U Omnbh � N •N..01 mIp m.m-.nl-.N-Oi Nm lip, � h i N N N^ Cl cnl i -.m mb^'O' :-:-Pct m^�OIn o of io 'r bz 6— l N P O N FU = W mn.d Rb otl 'M1 o00 ` o oc- 00 m ��0 o Coco mNtpwN c0000 Z 0 U �C t0 IG m YI •- N V) 1G m IO .- tG to .d ui ui tD tp I6 16 6 ,6 16 Ja O W a 0 8 - .- ' ' _ .- .- "gym it _ ¢ ��-' rUUz � 2 Hill in h 41 Z. 41 in -N- .Ni in 4,N �NeN--�� 4l Nin 4l ul �.N-r.N-�f Hill NN�.N--•N- Q Q to P O N i7 P P N O M P P N O m P P N n1 P V vl cr p w <�❑�m"��m�� w N p o amo" U z . tiw25 m Q Ira a� P'So � rOz ,x3ze0z +L- '1�nH1S Is - 31RNONOO �IQya� �❑ FwJ� i a W m : iQ WQFt �o yu§ o� �oG jL ou LR4V K pOWO�� InS aww�Up W =§ mJmma2 o �,wo ked pa wgL�.r-h ° C�mW4 O hu U aamy m zz Z "m`w-i�U°w Q d��zrcW�W�a Jv�nLomO+ W ❑ m � p 'l1 }� yLLy�Lw Wsu� mbYtt ._- Q,-iZ�LL' �Joo1�Wyj3 =ZWW � mQ3�ywjW O�w�❑� ui�oKWaa"�� a w '� wXu��R z� OU =i3 °,°X a � �-L�9W�3 -�ZxlLL-p�y4VSWui 88�QU Lm==�yW3U�I 'e�- 3aa�X3a��W�o Qw��❑" i, 0u K��mLL° aa�a��b WW❑�UNQ WjW9S1 (9� �a b a>3i —8 J N i0 1� IV P rl C1 IG ui Q O I� in M1 V) Qi�P 1.1 M1 m P P lV m m Vl N O 1` M1m u)CI � b N f ivy° cola 52 m mld is �i•+;-obl m�.N-�Oi :-iO lG PPM o cmrNau!`m �- eQ-� O lT 1�IC mQ N IV t"t N N in N N N N rv• tG 4l 4) in iLl ,G IG IU M1 C m ip1p Yt q NI q M1 iG 10 Q Yl P t•1 m Q4)MN 1.117 �M0 N �N CI Q NT�o] m h P P r1 O ©n Id P Ol � Oi n I� an C01m M1 000 ? m �"�(V 00 0001 PfO OINm ,°�.-.-m Id lc to _ennui �nP <c �riwm P_ mai of �c ill in 4)41N NCI N N � in in in N VI in ill in in' mmui ui i7 W �" i.I � 4l t•1 h< an �� W m M1 bN Pl7 ocooiu bb mm cco�o( b101d i•Lm�o tV O mmm oc000 mmmmm'ui oo i7 P - �^� • • : ^^ � �N h i N N N^ N 'N 41 N ^m tGN N ^ q 41 h 41 r N 41 41 - V7 M Q V uNt t• 1 P Q O N P O N [N.I Q P N r til Q P �(1 w W z O W�IFi u mZ �� AT X a s $ mNi{V/I.Y w w W a 0 8 P z a a 4,°� � W n e$z ? W1 x'sz +� Z 0� -P- "gym it _ ¢ ��-' rUUz � 2 N 019 ONOO MOIIOH u -P.— W0.113 AGZICWLL CITY OF ATLANTIC BEACH Application Number. . . . 06-0 Property Address . . . . 1114 Application type description RESI Property Zoning . . . . . TO B Application valuation . . . . ---------------------------------------- Application desc HURRICANE PANELS/SHUTTERS Owner PATTON 1114 SCHEIDEL CT ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------- 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 60.00 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 033786 Date 8/25/06 SCHEIDEL CT ENTIAL ADD/RENOVATE/ALTER UPDATED 1300 Contractor JENARO RIFFO REMODELING SERVICE INC 2739 RUTH DRIVE JACKSONVILLE FL 32207 (904) 731-5819 Plan Check Fee . . 20.00 Valuation . . . . 1300 ----------------------------------- id Credited Due ----- ---------- ---------- 40.00 .00 .00 20.00 .00 .00 60.00 .00 .00 ; PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S r.�.yr . CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5 34 (904)247-5845 Fax (904)247-5$43 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: hl % � •.SCh �/ O f �. 1, o ,e, / Applicant: Project: This permit application has been: E:1 Approved as noted by the - Final application approval 71 Reviewed and the following 'f /i S. Doerr R. Carper D. Kaluzniak Public Safety )!foe Department. come from the Building Department. need attention: Please re -submit your application when these items have been completed. Reviewed By: Date Contractor Notified: Date: a X „G CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Please submit (2) complete sets of plans with application. Job Address: My sC he/oEl CT Owner: .170 20 -t-#V -G A47 -MAI Address: ///(/ 5 C hE'/0e-6 CT , A7-1 ^177 Legal Description: Block Number: Lot Number: cJ Contractor: eY7rJO-0 I t"- ego®� Lr� S Address: , 7 -;;� V 1 city: State:. Describe proposed use and work to be done: �� U r t cam Present use of land or building(s): e5l . G� Valuation of proposed construction: /3ri0 • �'� Is approval of Homeowner's Association or other private entity application. Required Building Data: Mean Roof Height (ft) Building Width 4D Roof Slope %�% Window Height Window Elevation from Grade 3 (ft) Date: U - I �t 'C� L 37, Zoning District: License Number: 6kC — 05-2-W67 Phone: 70 (/ - 734 32Z0 7 Fax: `> - '731 - '2(,nn&I3 ctn-�--( GC.CUC-6i0(). (/0 If yes, please submit with this (ft) Building Lengthy (ft) (ft) Window Width _ /1 _(ft) Measurement from corner of building to window N r (ft) Number of windows being installed Page 1 800 Seminole Road • Atlantic Phone: (904) 247-5800 • Fax: (904) 247 Mean Roof Height Florida 32233-5445 • http://www.ei.atlantic-beach.n.us 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 required: 1. Manufacturer's Test Report with Uniform Structural Load (pMsf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of ao_'-7 O (o I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local (rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. j understand that the issuance of this permit is contingent upon the above information being true and correct and � the plans and Vp9orting data have been or shall be provided as required Signature of Contractor: e��%%t-�T /a Date: 9-2-1 Address and contact information of person to re0feive all correspondence regarding this application (please print). Name: Advance Hurricane Shutters Name: 2014 E. Adams St., Jax., FL 32202 Mailing Address: Contact: Victor Reyes 904!-622-6435 Cell p Email: vreyes advanced -807-0178 -- - 904-807-0174 Fax: 901 Telephone: l vreyes@advanceobuilding.biz AS TO OWNER: Sworn to and subscribed before me this day of State of Florida, County of Duval PATRICA A. PEEVES Notary Pubk - Stft d FWWs #Ay Commigion Expkn Mty 30, 2010 Cammw" • W 557M ftndsd By NIWW No" Ann. AS TO CONTRACTOR: (J Notary's Signature: ❑ Personally kz own ❑ Produced identification Type of identification produced Sworn to and subscribed before me this v)- day of State of Florida, County of Duv ,\" p,�tQ�• , .�I ��i,, *i"a -0G 20OL , 20 O ). ignatu}e: IA4beuia/, Produced identification Type of identification produced "80018ole Road - Atlantic Phone: (904) 247-5800 • Fax: (904) 241 Page 2 Florida 32233-5445 • http://www.ei.atiantic-beach.fl.us Revised 1/27/03 Duval County Property Appraiser - Parcel Summary • co a s, 3 i lex ki, +sae, of cam+ jd oi JacksonWas, Pro rt r Apprais r Home > Departments > Property Appraiser > Duval County Database Search Parcel Information Owner's Name: PATTON DOROTHY L Secondary Name: Property Address: 1114 SCHEIDEL CT City: ATLANTIC BEACH Zip: 32233 - Unit Number: 6 PARCEL DESCRIPTION Pagel of 2 sears Printab#e Verslon Real Estate Number: 178958 0822 Property Use: 0400 CONDOMINIUM Transaction Date: 10/28/2005 Transaction price displayed is based on Legal Description: 38 -2S -29E SCHEIDEL the actual amount of COURTN - U TT 6 1/18 INT COMMON ELEMENTS Transactidn Price: $79,500.00 documentary stamps 0/R 12848-787 paid at the time of recording. The current rate is 70 cents per $100. Subdivision: 6439 SCHEIDEL COURT CONDOMINIUM Section/Township/Range: No. Buildngs: 1 Official Record Book and Page: 12871-1918 Heated Area: 0 Map Tile: 9417 lExterior all: VALUES AND TAXES FROM 2005 CERTIFIED TAX ROLL (Land Value: I Taxing Authority: USD3 Class Value: lCounty Ta' : Improvements: I School Ta http://apps.coj.net/PAO/RENO.asp?RENUM=178958+08,2 7/28/2006 71oriL Building Codc Online BCIS Home I Log In i Hot Topics j Submit Surcha Product Approval USER: Public User Product Approval Menu > ff"! 9M�:'AMrrt+�wlwns+ . ..t� 4�.Ista3�.4Y,:ti31�+ �t{,-moi dEa��Ogg'h 7 JF 11 r4d4Rr 1 "'� FL # J .Application Type . NCode Version `ll_•�,�� , UIILAh�t3 `L'�Q�.�S air ��. d nfr t Application Status Comments ,r 1 t ►�TKp Ftp Archived r x {, M,� bAt„wcn+,rruH '�RS t fhi II'!¢f�1tR M �++ngA C 1di. ac S..w ni..te�' di iarv,.,�,nrr w aat�wh 5w 4t' R.-�r�,� r ^Rt�t 1NSr'"^nr"'4':'',[�"',1;�ati•;'er ,. vd'v�`'�•�p�('w�(�1,�iSad'iX"` r�'A"rs�ijw,M irayv7 � `QPit {i%(Y !X50P n SRri "RM'+xRnm Iw"+grwlk r n ti L Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Page 1 of 3 . x 1 aft :�✓ � x aMF4nJ+eivei j Ix L ! 1 . `M•w�tl � L•(i }F 1 Z Li�.i` 4 Nhl, t.t�. L a. 1'.l z: • r M1 1 L +rl x ;Nn v>,"Y.,S Y' .M- �nY7i�if""+?7s"'r ..%#Mrnt+F'.*,^...lyr {� s I � lr � K L'kcr.:l..ra,6VW��-l.r a.— .�„_,-{ i...,aan.�.t'iSlil+-=1 "�•Zl:.., ,% e Stats &Facts Publications FBC Staff I SCIS Site Map j Lin > Apolicatlon List > Application Detail L2249 -R3 evision 004 pproved AdO� 371f Town and Country. Industries, Inc. 100 West McNab Road Ft. Lauderdale, FL 33309 (954) 970-7700 tbmj@tc-alum.cbm adimir Knezevich k@knezevich•com Thomas B. 9ohnsf"on 4p0 west McNab Rd. Ft. Lauderdale, FL 33309 (�54) 970-9999 tdmj@tc-alum.com Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architec L'' ensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name )oi�in W. Knezevich who developed the Evaluation Report liW Florida License P�-41961 Florida. Buil�dng Code Online Page 2 of 3 Quality Assurance Entity National Accreditation and Management Institute Validated By ORLANDO L. BLANCO, P.E. Certificate of Independence Referenced Standard and Year (of 'Standard Standard) 2249.1 ASTM E330 .6.8 and HR Accordion 'SSTD 12 Equivalence of Product Standards Shutter Certified By. Limits. of.. Use Sections from the Code Approved for use in HVHZ.: Product Approval Method Method 1 Option D Date Submitted 12/31/2005 Date Validated 1/5/2006 Date Pending FBC Approval 1/9/2006 Date Approved 2/7/2006 Year 2002 1999 FL # Model, Number o'r Narne Description 2249.1 .6.8 and HR Accordion Aluminum Accordion Shutter Shutter Limits. of.. Use Instillation Instructions - Approved for use in HVHZ.: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- PTID 2249 R3 T 05-578 DWG 68 -HF 12.pdf Other: Use of thesesha roduct s p II be in strict PTLD 2249 R3 T 05-578 Report 68-.c conformance with the requirements of'the 12 R.3.pdf reference drawing prepared by TTG, Inc. These products are NOT suitable forinstallation in the High Velocity Hurricane Zone. These products may only. be installed on concrete, hollow concrete block or wood substrates. Forj all other conditions site specific design shall be by this or our delegated. engineer. Shutter spans . than 32" are not acceptable per the LLoffffice sions of SSTD 12-.99. 2249.2 6.8" Accordion Shutter Extruded Aluminum Folding Shutter mits of Use rApproved.for Installation In use in HVHZ: Verified By:proved for use outside HVHZ: Evaluati on Re ort Reports Impact Resistant: tan P t. Design Pressure: SSU re: _ +/ Other: Use of these product shall be im strict .Florida Building Code Online �..._ . conformance with the requirements of the reference drawing prepared by TTG, Inc, and comply with chapter.61G15-23 of the'Florida Administrative Code. These products ore NOT suitable for installation in the High Velocity Hurricane Zone, These products may only be installed on concrete, hollow concreteGblock or wood substrates. For all other conditilns 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. 12249.3 1HRAccordion 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 In strict conformance with the requirements of,�the reference drawing prepared by TTG, Ir c. and comply with chapter 61G15-23 of the Florida, Administrative Code. These products alre NOT suitable for installation in the High Velocity Hurricane Zone. These products may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be by this office of our delegated engineer. Shutter spans lest than 32" 1 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 :Hiorida Building Code Online q'� M. Ii�D� �€€�t7R�i s r pt «"R�4"NMaxcaw"'Pre��me+`'NN� w+.�+`•�.�4,« UP na 0 E,lw.;A �4 i�'.1!�s'•�d,�4, °'fit"? ,. q "'•«+ia'I- NQ4A'IN'T 1�ASIkE�G-114 BCIS Home I Log In I Hot Topics I Submit Surch Product Approval USER: Public User Product Approval Menu > tri 1. Verify the method of demonstrati Florida Building Commission. ,.,•r; 2. Verify submission of the evaluato may be a test lab, certification ag Architect or Florida Professional E certification listing or evaluation r 3. Verify the method of dem-onstratii suspended, recalled or revoked. i 4. Verify the product has not been rE Page 1 of 2 " r r t i f 15 �'f(aiL. uvni � yF a^4f•Y S , h .�1T\4 f•T<t �i� eei4'4� { � kItyg.l tR 4 j `til Sr r MJ 4 }I ..: 1 X4.1 t tr fi •eY• :.e:�r,,.,u.'t �x �>' 1 z t i.R •, t 4 1 Ft r� i t 7 dr 1: � :.'�:,.r��s z�-..-'.,r_..wh �7.r°.i�-:.:>•r1.�� 31,LS�w..rs..='?rLs-1�:;1.,�:':'f.r-:cslC+csi}+tt'�,�'i e ( Stats & Facts I Publications I FBC Staff nBCIS Site Map Lin > Application List > Application Detail > Application Checklist Form #: 9B-72.130(3) compliance is from an entity approved by the 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). a compliance is current and has not been lied or revoked. 10i 5. Verify the Code sections and reference standards for which the evaluation demonstrates compliance. :;I 6. Verify the method of demonstrating compliance indicate any limitations on the use of the product, as intended. 7. Verify the manufacturer installation instructions are provided. r 8. Verify that a quality assurance program audited by a Florida Building Commission approved third party quality assurance agency is in place. To the best of my/our knowledge, "the'product, method, or system described in this application meets or exceeds the *Florida Building Code requirements and reference standards listed in the alplication. Next DCA Administration Dep$rtment of Community Affairs F�orida Building Code Online Codes and Standards 21555 Shumard Oak Boulevard Talflahassee, Florida 32399-2100 (850) 487-1821, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: t$a�4a'ss Thornton-Tomas'ettl�a�,ry �Y g TTG PROJECT NO.: K.K5578.00 f Evaluation Report DA"IFE: December 30, 2.005 PAGE: I of 3 FEC EVALUATION REPORT NO.: FL2249-R3 CODE: Florida Building Cpde 2004 PRODUCT CATEGORY: Shutters PRODUCT SUS -CATEGORY Accordion PRODUCT NAME: 6,8 & HR Accordion`', Shutter Town and Country I6dustries, Inc. MANUFACTURER: A Division of ABC Supply, Co., Inc. .400 West McNab Road Fort Lauderdale, FL X3309 This is an Evaluation Report issued by Jo) n W. Knezevich, P.E. (System;ID No. 1754), to Town and Country Industries, Inc., based on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Comm ,ssion, 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, at', least equivalent to that required by the Code. Rt -evaluation of this Evaluation Report is validity, 330 North Andrews Avenue, Suite 450 P Ft. Lauderdale, FL 33301 1 Offices Worldwide uired, following any code changes, to maintain its Evaluatid e "' r f '' rla. P.�>ie�aed by: TH0GRPUP, INC fi', `•L �. 01 :� Johi;:Wp ne ch, iz� Vice Florida LiceirisejQ,;pE1961 Florida COA No.: 7519 The seal appearing on this document was authorized by John W. Knezevich, PE 41961 on 11/19/2005. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. ' 954.522.3690 ■ 954.522.3691 fax ■ www.TheTTOroup.com pRa�w ".w 4, H4 Thornton-Tomaset i G_ ,rouc: 1� a 4 V MWie1r'�iL �L Evaluation Report TTG PROJECT No.: KK5578.00 DATE: December 30, 2005 PAGE: 2. of 3 2.1 PRODUCT EVALUATION DOCUMENT" Town and Country Industries, Inc. 6.8 & HR Accordion Shutter, Drawing No. 05-578, with a revision one, dated December 19, 2005, Sheets 1 through 13, prepared by Thornton-Tomasetti Group Inc..'(TTG, Inc.), signed, dated and sealed by John W. Knezevich, P.E. is an integral part of this Evaluation Report, 2.2 TEST REPORTS • Test report for -Uniform Static Air Press successful testing of impact resistance is prepared by Construction Testing Corp( (HTL), and are listed in the referenced c • Tensile Capacity of aluminum alloy E8 -03/A370-03. re in accordance with ASTM E330-02 and conformance with SSTD 12-99. Reports were ation.(CTC) and Humcane Test Laboratory, LLC awings. sions was determined in accordance with ASTM 2.3 STRUCTURAL ENGINEERING CALCULATIONS. Prepared Rational and Comparative Analysis of Accordion Shutter performance, as well as anchor calculations. From these analyses, a'Maximum Shutter Span vs. Design Load (PSF) 'Schedule was prepared for both the 6.8 Accordion and HR Accordion. An anchor spacing vs. design load (PSF) schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads (PS�) for each type of anchor used during testing, for both accordions. No increase in allowable stress has been used in the design of this product. The Accordion Shutters satisfactorily passed the large missile impact testing, in accordance with SSTD 12-99. These Accordion Shutters may be used to protect glazed openings from windborne debris, when installed in accordance with the limitations indicated in their respective drawings, prepared by TTG, inc.l, These Accordion Shutters have been designed to resist wind pressures as indicated by the Span Schedules of their respective referenced drawings. ,7�g.wlviwr m— Thornton -Torras ettzroT p TTG PROJECT No.: KK5578.00 The maximum anchor spacing for each found in the Anchor Schedule of their re Evaluation Report DATE: December 30, 2005 PAGE: 3 of 3 of anchor, shutter span and design wind load is ve referenced drawing. These Accordion Shutters are to be installe in accordance with -the typical details, general notes, schedules and material specifications! found in their respective referenced drawing. See General Notes of the referenced rawings, unless otherwise noted, for material specifications. All dimensions of compojents are indicated in their respective referenced drawings. Anchor specifications including '°; acceptable substrate,. minimum embedment, edge distance and manufacturer are indicated in the referenced drawings. • Use of these product shall be in strict drawing prepared by TTG, Inc. • These products are NOT suitable for ii • These products may only be installed c substrates. For all other conditions site delegated engineer. Shutter spans less than 32" are not • This Florida Professional Engineer doe; acquire, a financial interest in any com or labeled by the agency. • This Florida Professional Engineer is n manufacturing or distributing products r • This. Florida Professional Engineer p( acquire; a financial interest in any coi which the reports are being -issued. This Florida Professional Engineer pe acquire, a financial interest in any oth 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 f. per the provisions of SSTD 12-99. not have, nor does he intend to acquire or will he any manufacturing or distributing products tested owned, operated or controlled by any: company tests or labels. 'orming an evaluation does not have nor will )any manufacturing or distributing pr®ducts for rming an evaluation does not have, nor will entity involved in the approval process of the I IM—06m: 06m: P: Owings\R1-sub\05-57B-Ol.d.ra AlConlu 1 12: 21: 10pm 12/19/05 11:58 ND my >T w -o-1 ny y TO> D w Nin OD rnro TTN aylm a r �� OA Zp roC2 O S O Oar r S,y Pr Dp F OZ D '^F F D nOny OC >.-I Cy>a N -y ON> -I Gl Sn ,ySlnm 3 T > a p N m `r•' G T O D TN lmnVm9 PL1pm rn nm1211 -I TyZA ym NLIm mmpT m�S mmmZrn m ISA'•i SD Na DZOm t. n P ❑ < r ^a X C N D Z.7 NS Iris rmm mlz mrm Ty y•pm a mrym fSnT nmm D-0nN yanOm m CC m0 ^ Zrn02 2 -/ O in Z E C o Z r Z 3 ri Dm O� mamD nA mn2 -+ mpmya r2 nay '-I00^ NaC Nmo= O� ma L1XTi1 � y y N N I 2 C OD mm En FO Dm Tm DTm O Om DD Lm NZ00 r C<y oN--1 -'0"OD ?Z r10 3 .A2n .y r O O m D o a o m y 7CN NSSA AyO o-. Z>o N NATO pm y0� Tm�A wNO�A .n N n02 K yNcn S O 3 m N D N d ti N P -10 -IS mD D/21 n=r-Om....iiOO nTy P TZOy AA m>n a2r "-'m 2y Z OC rn DZrnO rna m Wrno S r>y Im mr yOm=F -iDo m� mnnM-Im O aZr°,i➢ yP C1< aNjz Dny •cynD CD 2-I rn . MZ5 ES r �'ry F utO umi,D< y2 M mT?= n -ID -10 a,•.I-i 0 yC)" lo Z> >Cp9 Z>m POC C. 2N p ZmN a n N O-ZB Fy Z c a Fm a< y >pCN >Nm IAN ata p C7S2y •yr aC O^oD DOS OO -i u1 ',Cr < ZZS ? - D N2O 2 mc2im Om N $O m<3y Z-. G)20 DyO N ymm0 PO ny Z➢ -1'' NCD OaZp m y> m NC1C m K m D -TIP aD u 2+ rOTO O2N D< mAP SnOZ DO ODmm yZN n2 •o'm•y m DRPI-i P m >>N r r y Z 00 C ! NOOi =Dm D =N2 O rZ•ZiO ~C SZ Ta3m ImyOrmtl -1E0 D aD D ^'<m T m r c Nour urn 5,' -in S'2. cm m mmm -I Opa� m3 mD SOZN am C P Njn y Om27 K 2 C?N m .m2NN nx m C r<md Im, 'n nOm 2 DADC ^m K0 mCma 032 P'i3 2 ym D FNi r 9 > C -I O > ,e Zm OLS O DADD mmZ p TC^ ❑ Iny02 MO Z3 my2r0 yC Z~-/ m O 2 urn> r- n r 3 r z_ O CS !'n m m m➢c1N 3 p20 ❑ POa-i N Zm. Opzpm> 1^ zmN m 0 0. 2 D o m > W O _' N 1, urn ;;Oz pane Comm ,S„ NZCZ1 C <Oo, 2 �Z n0m0 nm �Tm m y OOm m 2 K Z C y C P D -I D r - C. >[Tla mourn N >NT m NX r nN m>n> DN TOP a �2i PPS N m C�3 > aZN2 Z yITaO 3P_a•_n' rn oNT Z T2 rD Zr Zm 'n !n Darn ^mD O O m Z r a' m m N N TnOT y�0an y >Sn -i mOln ^O Ca yrr-m Tr nom 2 Z L2 -I 2X2 Z D Z N C C a O3 S S �yTD mZ ��4>nD TrY > N -+C 3 mm N001n mr -1D2 m m O =y N T a D 2 rn o Z X 0� 2 rp9Zm-ra=lp-I -011, m ymD r ZP DO> Ny mC> P o s yTo y m mr OT = y:l Z3 N n EmTZN Omi3gy �mm z m'<m K mm mDm �m Nuc D m mlrli y O Ll D N 2 2 .N DON -iAyZ m ._{'7❑ y mym AD m O my y02 n In O m 2 n 'i -( > yPN -i 2002 mrn-1 }IY OmC T Xm.y y SP VINO m >M -i D D IZn >H= m O = In r r u y N Z a� To -i NArnr ZTm m .N.lam S y0 Dmy no nnryrn O. �'� { m> o C D O V21nm O•�imm i mN 2 23m S Om NSA 20 TOa p o NNi ETI T r In 0 r=rl mOJ1Y21 T Dmm OSDm 00 y may➢ > 2.( WmX. ma 71mK Z O m =D2 .1 2 xrm D D9oD 2 r�1a ^ODa -(D O -1mr m m2 nPo I1D Soy N -Ni 3 mSln m N N N Z -I o Z Z C mT -im Om O 3 Pn a Tm Amur SP Dm = O O P N O. .K D 3 an= mrnT,yln >m COm mTa y'Ll Fra y Ll < nlNllm rmn m N P,nmr In >Z Zm Cn C mZ yZ0 a as DmZ 21!Y O➢fOn D T O Cy .i mi�0 £ m L1L13 �i3 rti Om C1 m Nat ^3 Z 0 C m I yD a 2rnZ ZDmp m ON yyK v. O� mZG) mNl: m0N a S m "0 a m Om N.I.ZD m a0� mm m y OD m= -i I TC Fnnp EN :ayZ m Z r n. G7 N m�iK aON-( !n DP NDIr=eI W ay NLon 2lr Sm 'mmm ayr�Hi.r'iIy I: LORIDA BUILDING CODE, 20D4 3,Y�,, t f u= TME SEALAPPEARINCIP.N THIS DOCUMENT WAS AUTHORIZED BY IDHN w YNf)Rnrw ec -Ir HAX, SHUT I. ER SPAN -- - ' - v n n x FDR 6.0 ACCORDION SHUTT R SYSTEM, SEE TABLE 1 FOR HR ACCORDION SHUTTE SYSTEM, SEE TABLE 3 � J nD d.. a dw,�r; lon`Llryn i SHR ALUM, AC'ORDION SHUTTERS Thornton•Tomasetti Group Z TS rm y >n Z 2 V= _ > < 2 \m -' 'O rD N mA D n N? N m ^ y < p � m D Z > a D _ y y�S=YI•I/G-.� _ Q 49D w.rr u.N.. c._+. r m O N Z � = Z D C m 3 S m y m m D0 • y m y , O y Z 2 D mD ^ Z Ez D T -I P D - n 7: ayr�Hi.r'iIy I: LORIDA BUILDING CODE, 20D4 3,Y�,, t f u= TME SEALAPPEARINCIP.N THIS DOCUMENT WAS AUTHORIZED BY IDHN w YNf)Rnrw ec -- - ' - llLNAI URt; ORIGINAL, SIGNED f+ SEALED _HARD COPIES TO iH APPROPRIATE AGENCY WILL FOLLOW. CD � J nD d.. a dw,�r; lon`Llryn i SHR ALUM, AC'ORDION SHUTTERS Thornton•Tomasetti Group V= �' 9 \m -' 'O �I', O3'!%1Z 3)0 N. Antlr.wl A.e, Suhe /SB • Ft. L+uderdale, F133301 Tel. 951 SI7-3e9o. ( 1 Fwr.wc (Thc 3Gmup. , COA / 7S 19 >•S p .� r;�` w e. ac, we Webdle: P•cOm U _ y y�S=YI•I/G-.� _ Q 49D w.rr u.N.. c._+. r Coovriohl 0 7nnc Print Inlormollon; P;\FLl\Pro i.cls\KK557 B. DO\Drowings\RI-sub \05-578-02. drg MConlu 12/19/2005 12: 21; 5opm 12/1 1.721" O ...- _.. 1.690' o 7.090' o N N m N n m --LL D D 's7 n D _ D � i• m= 22 j• r r D In N T C o _. DD .D rn Cn r m w m T az r n rr- Ko m rn p N y ( T r 9 uy II m N N 0 G •-•'I'I/,�_.— N N N T N I J m 2� I O N m n D m m 'l D C o m -3 O ya INI Zo ND r (1 NDq N r� ^I S m m N +• f m � o IA 2m vo ti N > Y VrI m ,• c r TD o m m u T C • 9 .. 1 12," a o N N a G w T rn rn 1 a I� 2 .175, * N T Y n g o 2.943" r !n n .875" .967" o A r 0 ➢� N r mz O T m T C N d a I in 6- Z S `A o o w T9 Tmo37 D C ' N W I I N r D .7♦ C m rn N W � t• �� 0 to N 0 J O m mJ IA 111 rr D N N �' r r' Z T9 a n g I m w W N A 77 1.193" 10 r m c [ O p 22:00•• O 1 T 2.DO" m F• N p T I } y N N I _ to 0 W H ;� ;� mF O <Z rC) J r G1 DO Nr i m m mm o .mo In n mm Z u_ ? y w o m o X 1• Z X D r- . a � r T In ITS rn m S N J n OI C _ m � N N = r d 2 n N = ➢ 2 m r o- r o T W m ~ O • 1.193" N 6 O n D O D O r C - r• � I' N r o m M )> o 2 •'( y m �N N lD . ;74 r r it N m m N N r�ali til a'i. q, Ila^,, rn _ G FY y S FLORIDA BUILDING CODE, 2004 THE SEAL APPEARIN ON THIS DOCUMENT WAS AUTHOR126D BY 1OHN W. KNEZEVICM PE 0011961 ON }I% =s- 12/19(2005. THIS D ES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED b, SEALED t HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW, revi ion : •. r 1' Er& HR ALUM. A CORDION SHUTTERS ^ T o4 Do` r d,,. d.,�ll IIOn ; r �. Thornton'Tomasetti Group v e1Y....�.�p...1.1 ..•�I `u`u 130 N. Andrew) Ave., Sulle /So • Ft. lauderd k, FL 3310, p -o Td,(951 522-3590• ''��rzl J OC!//1"1. ) Fa, (95�) 522•]691 • COA Y 7519 m f I a;•t o , o 1. ,��` 44��.TTA�+9 Welo I.: www.Tne RGrovp.com 3 -v ADf.:,4..JAiCS.A,.Ir Cn, F.c r•__.._._I.. a ,n•.• - _ It IM—ii— P:\FLl\Propels\KK5§,X&OQ�7 00 578-03, 9 -MCon1u 12/19/2005 12:22:00pm DRIDA BUICDIN( 12/19/05 11:56 O NT � n� a� N 7.1 O n m Er mm D C mm Z �m 0 5 1 7Nn t�ir i , T O y W m N j= VARIES 16" MIN. y m 6 OV n y G I•.I C ., 610 ` mIm Z[_ Sln nC) r r m r m Z < 6. N m r vDi '+n. N hD rn e O cN Nm D < omZ z- -m "C, NEz Sam S - r m Oa oma r<H vm ;mo a r m O r N p N ^ m � r �7 CLOSED > ( + 1450- _ T r W OPEN �' S n m O o ^ o D O i7 r V1 G � 7 I• N O nh T 30.0 _= D X N^ N r o J 0 O N n N O m n o n Vl O 0 = z 71 C THE SEAL Al b a>= r m N m 2 � � r np Sao ; m m o C aesz c0 O l/1 n x m " O 2 N N p 00 578-03, 9 -MCon1u 12/19/2005 12:22:00pm DRIDA BUICDIN( 12/19/05 11:56 O NT � n� a� N 7.1 O n m Er mm D C mm Z �m 0 5 1 7Nn t�ir i , T O y W m N j= VARIES 16" MIN. y m 6 OV n y G I•.I C ., 610 ` mIm Z[_ Sln nC) r r m r m Z < 6. N m r vDi '+n. N hD rn e O cN Nm D < omZ z- -m "C, NEz Sam S - r m Oa oma r<H vm ;mo a r m O r N p N ^ m � r �7 CLOSED > ( + 1450- _ T r W OPEN �' S n m O o ^ o D O i7 r V1 G � 7 I• N O nh T 30.0 _= D X N^ N r o J 0 O N n N O m n o n Vl O 0 = z 71 C THE SEAL Al HARD COPIES TO TH APPROPRIATE AGENCY WILL FO/LOW. V sulm rLYI ion > 7Eid HR ALUM. ACCORDION SHUTTERS r . O y o . no dab b dracn Iron > Ir j x 9 cUn c D \ e, Thornton Tomasetti e:; roup 1IL 330 N. Andrews Awe, Suha 150 •ELL derdale. Fl 73101 7.1 954 527- ( 3691 • COA I )519 3 ( ) 169u: Faa 951 579.au CD N ,,8; wousiNles,Y�� Wcbtlte. www.ThcGroup.com 0m N7 N mJJ2 np Sao ; m m o C aesz c0 O l/1 n x m 2 N N p a N HlmmzE (n m ��OoaE p�E;i OZZ IA ' jmOaNF~>ix ~r0 Vl vl x-�mmZ`ni"' Zaz m 1100aOnNNu >aEc> 0a0�. N NN oT O• m .Zn O� n Z E �o mA Ln Ln � m — r C O xA c 3� < D =r D T O 9 N 14 O PQ 1T m N m C 2M n a� r O n� � gc 0 = o 1 m D $n 50'wm C y Ll r 4 p0 _ Z2 N THIS DOCUMENT WAS AU RIZED 6Y IOHN W. KNEZEVIC PE 0041961 nu HARD COPIES TO TH APPROPRIATE AGENCY WILL FO/LOW. V sulm rLYI ion > 7Eid HR ALUM. ACCORDION SHUTTERS r . O y o . no dab b dracn Iron > Ir j x 9 cUn c D \ e, Thornton Tomasetti e:; roup 1IL 330 N. Andrews Awe, Suha 150 •ELL derdale. Fl 73101 7.1 954 527- ( 3691 • COA I )519 3 ( ) 169u: Faa 951 579.au CD N ,,8; wousiNles,Y�� Wcbtlte. www.ThcGroup.com Print Inlormolion: P:\FLI\Propels\KK5578.D0\Dr..Ing,\RI-au6\05-57B-04.d.9 MCa tl 12/19/2p05 12:22 1-1/2" y N IN, �x nT xD D 0m ZCD m mA Dmin h 0 XZZ n I D .0 m aDn nz n, mxm o• n [ n O mvin nCn� I m r m r0 w - o £ v z 0 T mx rC m N m a ex w Pm y ➢ 'o rr rC 03 i StnO DONm� i� 'n Dx T.ZZ OW xr m g m D r 11 0 T> N NrnrnmO 'Sino Nm C p C C.D .n •� O vmi>•i(N V,M,1NO pS CDDy1w O -1W ma .Ln r T_: imp rpm In CC a> ^E Tp�z2TZ D_ cm Tm.0 -1Z =r o'e dap o0 D xE '.' n -AN N -4 =z 7e 2007E ZET 3iDS mn'u >mw -DCN CZ OZnDm m :So m< �xz mx DD n m1n r.3 Otm aLnzW mi3 : D a m :0 D• In In> <3r -IDW> 'o Z5 m>m2 r 2 a <mxm 1nx;n • Z C rqZ pp ➢x p, Cti B_rinn 2z ao •to>O C E "z1 3 r' u �' rn m ri DMt ? aW D z2n n x Z m m P ma i 6 Cjx 3 N N rrr P - Z D Owx cm pp9 a> Da< 7 n rCi O Xmc narD- AC Z',. r >N .. ,Hmx 'i C ? N2 mb' n m y v1 n t D o m Tr'o ^' Cw t ^r vvly „3D In T 20 0T Sp �pma D m ri DMt ? N Inv z2n 4' �r LA C "1 W r) " 0 rrr - Z ..A n c m N ➢ma •�Om 7 n rCi O Xmc : A r >N .. zm—m�.. N n m y Dam ip 1 m 1�n > `r 0 Sp �pma D I rrr V1 ➢m r_ DNr TTi rnN r)p AW ma i0m �paW A m3 Cx x N'Ovx > 'n mrna nm m�P m 3NN �bm. xN .n , mr m 1 Dx k S�n1 Z nrnw Di 2Z O0 nnD 3p> ppB �i0 I wOa . m -1 2 [ D L O\ %rmm iia m :o Do ma .iSC m2 7PC N w. tN? D 'um rp�S TO:m n "1D TNT =-3p t H2O „DOPH mc: tnT Inm m^ Tln rn C :S nNx m2 Oma n mNN - m D' N m rO i p W r t < 2 r ° > CN9� io>rn r p �+ DOD x rir aTr> N F, co x 2Zz2 N N >>Cz t D Da_ Czx -10 Dm H:Er Z>>Cm m1y 2ZZon3 Z Z -I a D m 7f - W iQ L) ` p>pD>Z Tn— o0 ra 12/19/05 11:58 FLORIDA BUILDING CODE, 2004 ;= • •t• i '. THE SEAL APPEARING40N THIS DO N m HARD COPIES TO TH APPROPRIA 4' �r LA C "1 W e , Q" -• AOi..r . fa+FE�WNy Com, I. - Z Cl C 7 u ijC TS Ln r >N .. zm—m�.. N m0 C Dam ip 1 m N D '00. n -1 ➢ mom- N �pma D N r rC- O Z w2SIn D C En Som T'm it W r N w r m �zi'"i � W m W D I n: N SN❑NZ C m ~I2-IZx z> iii.. o C Cmf " a T -1 9 �i0 I wOa . m -1 2 [ D L O\ A am Ln m I � THr y m z W � FLORIDA BUILDING CODE, 2004 ;= • •t• i '. THE SEAL APPEARING40N THIS DO Lq S. 12/19/2005. THIS D ES NOT CO HARD COPIES TO TH APPROPRIA 4' HRR ALUM. ACCORDION s. 'y{I, • x.c e , Q" -• AOi..r . fa+FE�WNy Com, I. X z m C) D LLIMt NI WAS AUTHORIZED BY JOHN W. KNEZEVICM PE 0011961 ON NSTITLITE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED a SEALED Tf AGENCY WILL FOLLOW. SHUTTERS Thornton•Tomasetti Group 4 x130 N. vndNew; Ave., Suite 150 • k. L.uderdC FL 33301 Tel. (954) 522-3690. F.. (951] SZ2-]691 • COA F 3 30 c .W-1 w..w,The CrxuP.— Print In 1.—Iion: P:\FL1\Pr DJec is\KK5578.00\Drardng s\R I-sub\05-578-05.d" MCDntu 12/19/2905 12: 22: 19pm ODmmp CV, Ln 12/19/05 11:59 DSo 1 NDP+ .M N T"ID Df Om z AX 'F7 �a Dv p:; p mA Ems ; `� Ems .off nm�m oDZ p g-1�x .t N. r7eE� oNZ;' Z C xa tcC mm2 0 Srn2 An ❑ yC C-4 .Co a s" MoD MAX. SHUTTER zmr� 0� No mm2 NO p0y zm ZD xn 0 Cr2i ; 0M LENGTH SEE ym' ACCORDION SHUTTER { N 9 Xn z!n . So V¢3'0 yZ.➢SSC p> LENG TM SEE m NM?n I N> ❑ corn 2 am C S D ~ DN TABLE 1 -C 2 7('mN nr m ➢ O CN m N0 ON D DOLL 'I 7P n ON SPAN mE m 2 vn2'2 ApVII.I �-4 A r+,r• g•• M EDGE p3m TABLE 1 M N❑ �'I� L° EMBED ❑ . rm mM° nE vpo� m111STITU111TA" m DIST. FLDRlDA BUILDING CODE, 2004 ' •' ,� DO m i� ti na I O - rl� 'HA/RD1COPIES TO ,HOE APP60PRATE AGENCY 11 WILL r N C I n G C m 'CCORDION SHUTTERS �' Z rev' i > rl�d HR ALUM. A o "° d"+ b d.•°n u°; * ' r.y 'n.l.rlw aCIV CD' ' 't� e D 1 S > y to 730 N. Antlrewr Ara, Sullc 450 • Et. L udndsk FL 33301 Tel. (9543 517-3690. Eaa (95i) 521-1691. CDA' 1 7519 C❑�� N ! hD' mr iCB.rNr webdle: wr.w.TheTTGmup.c°m m Q•. • a mr:.w. ,� f [.,, 1.� .. ✓ ..... ` � I w O D wl� Emr NNM rpvnm II /_ II _ • C O nnDAmn s n Z i '• \ 1 �••. I r1l I•I:Z C II -Di O M -i Z SDOG1C2m N m : X oib Nn F� oo (rn O Zvnm� y In on li. D'nm T r 3 N O°T1aa1❑>Z MAX. w >mm0 n '1.7j 0. =Z ECS w $ r mZ❑m2 N .M LIrZm -1 O Z -IZ-iDDO O°>'NXM NO� ST 1nNa Ems >iTn• '•N T-DCr En` aDmnll a "' >Sr S'm 7D n �. i' Z'izm' m❑z ZNana myy x MAX, SHUTTER- LENGTH SEE no92 !d u, Sm3 ,o ` ZNDZZ-I �'' Vlm' ° a oD3'nn O .; ymm ACCORDION SHUTTER cZi�im n m. -1 MAX. SHUTTER yin vo3Q M °X ^' I'. DnOa2 bNa �z3 SPAN SCHEDULE; TABLE 1 con -IZ X LENGTH, SEE ClE>om CD 4imzXa I ac2irim °_ o>Z mm yuCA ASPANISCHEDULEER cm S0Tmo �_ -Z3 TABLE 1 -Z2 ZS�nz ' >Om '..1cam MT Xz Z �� s ❑m ZO AX m° a❑a zMX nO mIA Z nO mIA °m �O ry m2Xa N�<zz fl rr'�11 °❑D~ m Z r MA OM N O>Nw� A n Ina z❑ > 'i z ❑o 0 !^ r r C`P g� I O1 0 VI r .. n DS OO Zrn DO N SPr20. ❑ H�. D >❑.<M N D �D Wr'P x arm• m , nr' m mE m m > 2 -0n 31 x mr -mi Z 1�o•N� OD ON P-�❑:ON ❑ Tl0 m� "i0 EMBED. r M0,0 �Mp rll •'�ar'•1r 'iO r nm Dl'1ti a >❑ { T v❑ -i p gCD °\❑ EMBED. { m C❑ N EMBED. n onr'l•: m 2aN m N t• m - ,' m O 1n3pN 131 N Ov n.2 +� iN > r 0 N m O . n m > w EmrNNn > 0'0 n m r• E) Hnny.Z nOmxC m>rN9n.mn _. - ZZrC �SE.DN w ZDr m0>STn zO ;• N 1>~Ecco= - SZ❑mrzm N O. T °°9100= ym AZ MZ O 'A ci M N=?Dmmr� Omm N P ,' N '.0 DNZm n C� i. w 0 m o°Ar0D° ym -t .... ...>E -'Z O -IZ-ID=3 pO NXp r0r1 T Oil 0 007-n=nxy m EC\ DC m w zyom' Nv,a ao> MAX. SHUTTER Z C Z-I Z-i>DQm i gip'. N❑ NNM Z MX T m Z'vnma O _ X .ym LENGTH SEE NJ OgD�XA Z Sm2 mm=9nm = mvl m -i >STn r -i M ❑DSmn ° nmmO {Cm ACCORDION SHUTT I'J'1 Aom NNa 11 ^1 m Zvnm apD HAX. SHUTTER MOX nn,mp o 02 - X LENGTH SEE =0m2 M,, L. >Eomz amCmz :,.. SPAN 43 SCHEDUL TABLET -1 - p a Op3Tln 0 an_pmZ im ymm ACCORDION' SHUTTER {Cm Mrzm 1, on 9CA SPAN SCHEDULE, 9No 'nm �'I aDmn� SN�1m0 Mm FTI 1T�111( C) Z ❑Z Cran2 Ouzo _3° TABLET -=3 Tyzrn ON Z �N ALlr 2fm1 =>mm7 ZS Z O 2 L L1V m9 nr• m ZZ Z a2 Oi= NNnn NNnp Nm O °NAZx ZS n 2 Z Sl n m DOm 7100 9ln, I:.. =con G3 0m nrnmO Z. Om2 m 'Onm� -unm Dmmn D="^n no noxi n ' TO33 xM -10 D° Nm',:, yx''�. C 2 X) ZCmZ ZCr„x ❑EDpm m My1 '', Lar Z. mr Znm ZXM m C nr,nm T Mr Tm� ' n -4Z 0 0 >2 EDGE ON DN EDGE >Z 0>0 a AZJ n OQ GE pa Ao n C D r" >OD x DIST. - DIST. 3 3 XPm Xpm . DIST. DIST, m O 2 �'— M W O m Oill C. ! °to - m O I 0 Nnlm N,� n a D C D3!'nn m{m0 n- vEa z 1\j w MA P ' ti w N OMA .Nm P :'yX ,•, N M In rlil'Z m r r n ..I m 1••• N N a •. m Tnm 1 ti H r1�;m� DCLZI ' IIN nmAO � - NNM Nm O>2 I X m +� 2 mr Zm m mnr� O ODmmp CV, Ln Dlom .M N T"ID ZCnIz, X'A M az O n yp Ems ; `� Ems .off nm�m oDZ r7eE� oNZ;' Z C xa tcC mm2 Srn2 An m; >Cr yC C-4 .Co a s" MoD MAX. SHUTTER M_C pX 23 No mm2 NO p0y zm ymx 'n N a LENGTH SEE ym' ACCORDION SHUTTER { N 9 Xn I I. y> y - n D HAX, SHUTTER > ❑ x M p x . So V¢3'0 SPAN SCHEDULE, LENG TM SEE m S TABLE 1 -C 2 { C ACCORDION 0 SHUTTER Mo G)m SPAN SCHEDULE. Z r+,r• g•• Z S p3m TABLE 1 M N❑ '1E+ m111STITU111TA" FLDRlDA BUILDING CODE, 2004 ' •' ,� THE SEAL APPEARI G ON THISUMENA RIZEO BY IDHN W. KNEZEVICH PE 00i1961 ON 'HA/RD1COPIES TO ,HOE APP60PRATE AGENCY 11 WILL FOEI OW SIGNATURE; ORIGINAL, SIGNED I, SEALED 'CCORDION SHUTTERS , I rr^ rev' i > rl�d HR ALUM. A o "° d"+ b d.•°n u°; * ' r.y 'n.l.rlw aCIV CD' ' 't� e ,° Thomton•Tomasetti cJrrlup li.•Y{E.sL� nr,•..s ,v .Inorr +r....r.Y3 x - tl IT'D V j .-' 0C(� 730 N. Antlrewr Ara, Sullc 450 • Et. L udndsk FL 33301 Tel. (9543 517-3690. Eaa (95i) 521-1691. CDA' 1 7519 C❑�� N ! no iCB.rNr webdle: wr.w.TheTTGmup.c°m r ; o Q•. • a mr:.w. ,� f [.,, 1.� .. ✓ ..... COnrrlaht O 2005 Thri-t—Tonq . 11i Graun Inc. Prinl Inlormolion: P:\FLI\Project r\KK5578.00\1`1owln 9r\RI-eub\05-578-06,d.9 IACanlu 12/19,/2005 12: 22: 29pm OI/[9/OS ®:® 0 O E` y W °m Or N T Nm OD D O \-rn D O i DN N L1 s Cl l^ Z 3 r x O u' O �• CZZ 'x .NOnm� I 2C.rx vnm� OD�x-t ^rnmO G 1yDON Hin ��•"T mnz �mCZCZ m SHUTTE Lz7MALENGT m^� I �'S� mo n DZ= SPAN SCHED„ TABLE 1 vrrn 1X E'ER mrnD ACCORDION SHUTTER D=T mo£n nzx SPA+-SCHED., TABLE I Irnn= Z mO0 rrnn 2= a -1D p D Om. l Arn _DX D In Z Xam C m n D x O• P N \ 0 ,•. \ y 0� N T N OD DN D O \-rn N m O � L1 s Cl l^ Z 3 r x O w 0° D �• CZZ 'x .NOnm� Z 0 y®I" � I OD�x-t ^rnmO m N Omz y mGlZGzI CI rC-2m HAX 'f ��•"T �vrrn mnr� Ll'i7CT�j,3EF r- + iD "no ACCORDION SHUTTER mo n DZ= SPAN SCHED„ TABLE 1 .O T ,-Dom n D=T mo om Xao' xc Irnn= Z D of a -1D p l Arn _DX D In yn y C m S �Z D r mrn v m oo N m O N m EDFx^zD" mmx mD'D D mD O Z DD <r ° m O r Zynm rn Drn- D-1-Io . GID w T °r3r rn2�mi- M O DC GGII ZO LzI yE-zjm ym m xn mx r D m20 C Dy a 'o m➢ to r qrn o DN ;KHEy ,0N ro .y co T yoc y m-7Ln D m Z 0o c rn � Dzz m r r� y 2 y C N A< x C N p y m m rf m Dr Dz K .�O Zn Izil wI A 1 z'• ice` `;i' ; 9 m v m m 'PO. t�ll� :C7 m +v'i m m of rm F --19+-- y m ! -F D O ° �A OO D O yl ' # . FLORIDA BUILDING CODE, 2004 Ln G C O a o revi ion y �. •T : D no dale b deuri IIonLn •q M t9 �plld a ul C0 i ._.. o: ..r5 Dn /1 Dr m x D I O mrn I ON O N V -7 ➢ I D m nK ,m n0 ° 0 m r o =r N K y = O D C 'r -� o In K yOrti ^ rn cy C c u" o m°ci ZD=N Z m yn nI2 np Xmr O m� g DD� z O N Z9=1£il "1 CtNn m.0,@ nJP ,Z2 O 0 = + n m Ej ti D-(�00 C=Dl� TD C x D N -I m OZ CZ m O' . y Z p -1N DDn ,C 21 00:c MAX.SHUTTER TABLE I , X DXm oED DX DX N2ZD310)N B? ; yy r'Ny mCO IN- ODCmDqgt D-cl rO 0� I. to vr0mm Z XD - ImiDZ=D£ N ODO 00,XOS-1Z Cl x ^�0 D-. rnu°IZnD�Ca .� D Xm� N°2r-i3IE'" y NXm IE'" ' D I 2 �s LLA Nr@ X N hhh�J m C C N l^ Cl l^ Z 3 r w 0° D Z 0 y®I" � I y m N m a £�_ .O T _.....W D=T i, z Irnn= P MAX. SHUTTER a -1D LENGTH SEE _DX ACCORDION SHUTTER C m SPAN SCHEDULE, D TABLE 1 v m oo am Nm Dx N D C N a=1 yZ EDGE M D cz•I CGI 1`-- Im z i m <�Vnmpm I r rn Dxmn Do W O Ynm mO D� n—OD2 =n :-aNzcmxE c mCy TmmO rDD 7C 0IDnom D2 Zm- o rtO7 Dm� nNz E rnDXD Om< \r L;l" �nyCl S :xx D IZX HIE, T 0 rn= -11n .D x _ mZ I, SEAL APPEARI G DN THIS DOCUMENT WAS r19/2005. THIS OES NOT CONSTITUTE AN EI .0.D COPIES TOT E APPROPRIATE AGENCY WIL HR ALUM. A 00RDION SHUTTERS A DIrI.Lw r14-ciwppl, Cw, 1w `Tw / hIZI i mzmD � �D DD mN-ym/� m,<nZm yrD r, DD2^m vQvZ-�I m=m DTP OOD,,,D X rp Nm9D< yN _IX mDzxn m £m0 D-1 DN 0 2 o � rNn W D Lzj rC:j DmCti Om_ r yZ n r 0z y m C C Z0 m-7 2 Ll m9 N m L m O _ N m n N -1 ; :t DC MAX. SHUTTER LENGTH, SEE ACCORDION SHUTT SPAN SCHEDULE TABLE 1 ZEDSIGBY JOHN W. KNEZEVICH PE 00.11961 ON NATURE; ORIGINAL, Sl NED & SEALED Thornton•Tomasetti Group Print Inlormollon: P:\FLI\Prolecls\KK5570.00\Drowings\R1-dun\05-57B-08.d.9 MConlu 12/19/2005 12:22:50pm 12/19/05 12:04 1 1 an Z 1 Dn > ° v- D 0 m O O - a n rf /{ n 11 II II 11 'pn n rn -1 • n .L=O m ' Oo r~= nZ Z {/� N r ° 0 vN miD N m a tD m� D 29 mI T 2a9m.. y° L) p Y ~ m M m - Z �i m T T N -lnvi CS p 1 A D mom Og N(mO D m� C) m yN 3) Z n = y-2 yNN SDN nn% �s rnZ Sp D D T)mOm CxIO M0 OM O n 190 rn Z n -(m Z S O 'Oc 0 m C W D °mom m 0 - a Om a S m � 1 L1.. D � m D F 1 1 In Z Din D ° O r^ -- s is s - n0i C) vi a BB669©BBn® o0®99 ep06ngenall009n�oo66 W -in, B6a9 X809 rinn D `\ooa ymD !1 ODZ D `ammo `Bove none SZH -I =In•( m . N _T T U NAC =O Z O O mZZ A S 00660\000 Srp n n 3) DrC 0 n 0 0 D 3 m 3 m r n Z n < Mn Z x O O m H Z ®m(-1 o C Z D D 31 -3 �1 °y0 m 6 p ZO2 Z Z D p n m P _ ® p 1 N � m Ovyvy m �Ou EXIST. STRUC a n rf /{ n 11 II II 11 111 111 n .L=O m ' Oo r~= t °••A(� miD N m a CSayD 2a9m.. m M mp Z O O� p A NO I p 1 A D mom Og F m O r y m s a N a m M c: �g �s o� z 9�3 F� M0 na 2 s n - - S m � 1 -- s is s - ©669 0000 m m BB669©BBn® o0®99 ep06ngenall009n�oo66 oo® B6a9 X809 `\ooa BB9® `ammo `Bove none Nana . ©006 Bane®8060©0® 00660\000 m ` 000 `BBOn�\©©0 40MBN©0061\©© Ooo ©o® 6 110 NN800 . 0006C�\0BO `00000N101111 swill ©006 `0©©6�`B soonRon©0 a©B Io© ©®B an 6000©nOa 0 oB0on .l�`B l e �o.BB Nu�non n"Ni"OoNne . �• •151 ©©B ��1 ©© ►`��© �06001�`\�6��0n1\o01 ©©ill\Is"ml- N'% Bo®e9 cone ©0809 none 0069 Mann man noun anal1�B09n on 0 nounemo noun Mao 000 0060 pmonN 0090 o00U 0\11111 on None name Oman 000ROME 0060 Bo66 Io©o®�"Mon 006© 01096©Bo®ek��©OD -_ loge Bonn mono coo . �©onn 10 goo �o°oo �s000e°000 �aeso ®®®® Bone ®BBB BBo0 ®®o0``B©� 0©0l own moon noun Blinn �\oB 660 000CI `o\oo Bonn Boom MEN ©DD on 00 0 moo Oman Mile a ON N2610 9N T1N N � m Ovyvy m �Ou EXIST. STRUC a n rf /{ n 11 II II 11 2CD y 2 n .L=O m ' Oo r~= t °••A(� miD N m a CSayD 2a9m.. m M mp Z O O� p A NO I p 1 A D mom Og F m O r y m s a N a m M c: �g �s o� z 9�3 F� M0 na FLORIDA BUILDING CODE, 2004 1uu= F nv! ne,ri.- t + THE SEAL APPEA0.ING ON THIS DD CUMENT WAS N T. 12/19!2005. THIS OES NOT CONSTITUTE AN EI - HARD COPIES TO HE APPROPRIATE AGENCY WIL y 4, HR ALUM. ACCORDION SHUTTERS � xle 4••• �••'"Y. ��• ADM.lniiu Ad CF'.pylY G.,/.c a 400 11'-MrN.e R..4; • F.rr G..dad.lc,_ IY Jim WDDD EXIST. STRUC x i o t9f..1 y 2 mr3m' N9'r Oo r~= t °••A(� CSayD 2a9m.. m M Z Z LLI 2 n - - S m -- s is s - m m N M 050 G) m lA F r� MRIZED BY IOHN W. KNEZEVICH PE 0041961 ON ONIC SIGNATURE; ORIGINAL, SIGNED & SEALED LOW. `M-, Thornton•Tomasetti (:soup 330 N. Md," S.11e 450 • FI. L-derd,I , FL 33301 Tel. (954) 521-3690 • Fa. (954) 511.3691 • COA 1 7519 WX,:'—ThMGro.p— Prhl In lormallDn: P:\FLl\Pralealf\KK5578.00\Drowings\RI-sub\05-578-09.dwq MCanlu 12/30/2005 01: 07: 03pmv 1_/19/05 12:0! YN Aw m? x x n ZP ,- :y9 0 0wx Cm Dp Aa,X % T T,N 3 ` nArD, Lc rm +' ZCD . ymx c :;mc N2 Ojmm TN ZIM N° Z. m vr� m °Ill° 30 A 222 a 't7 cw ;-a0 ulv 0-t rn ADD w r D n Z 7P r y =n N' O Z < !^ TO m y A ^ A O ° n --iC nmi ° A o c m Q m I1 D o > (tyTl ' mvin . A D r w r y -2. O 0 m p v E o Z m mwm 9 C rNx -Om D.,s �C� D _Z m CNN N°A =D mrna D mM. mx to _am In y m :y : mN < �m De 09 m Zx % ISnmw Zm nAD DAa u% DyN C7�� y� 01Z y0 mmm { P mD M 3 y'c w\ D W- G OF- -0 SAB vtnv °H° m 3 m A -iD -30 -30 �I'' DD x Zr 0v Inv rr 10 Op 3'oDw AG - r m D OD y °T-� m3 p3 2m z - j Z P. n AN OZZ; Di r nm^T� N ZO D my3 m m ' � H rp. _� r rA rONO Dyw Ap', mm -IAwa OyNml rn 3D D m .L10 . Di. Z m y z Z CtiBN 'i NTy OZ O . rO lmmZN Om C C 00> r•+. - r , m Q D rn qc - 3 C r I I . A i n D c N A D D _ N Nto 'tZZ y� ?cx ZND OAr mX,I I •�I m jj^�� >O-DIrD-Czx cax Zm-NIErN ZOO IrR1�.{/1. rM SCS mw n>m O' N rn� r ZZZcm ya D.z{mozZ y-, C7� K A A D O x1O jmr v mZ7P Zp m723v07I Z�m 3-{03 0 J C V m nm 0A DOAti MD DprZ o•A m2m wn mS°Mx Zmi 'CNG' 0 e. m 00 I'D i -AN n•Dm m :So � O C) CAO. :Z_.. DZ'Z � SZZ mx Dom... -. _... _n m. N.ru_D. m.. N --_._- -.. _... .. .. _. m=r' 3m m -IS : ata m :czi 1tl (1 Z n O 0 rON� m27P <Srrr, 0 Z E mn -I Zw> nn mm V1 y Z z r �<n,Zm Nx�n _O Z, cD0 OD�In 0= \ Cl, rusn Z ao 2 C -oDm m.= O3•w i C Z E ? -1 s Z m o c n T�rnI A N i m m 00 x LA i D N D f LA Z m F m x r M r D M Z H 0 0V O C OyC r n Dm 'H a 3 a C I In r�X 2y wm wwr wr mS . ,p m c " C _ -i °Inc n 23 D 2 m o mzD J o C Dln m Am A z iW J x E I m � m r f m n r m r yoN D OF _. 3 FLORIDA BUILDING CODE, 2004 /m r�•vr v.' THE SEAL APPEARINY ON THIS DOCUMENT WAS AUTHORIZED BY IOHN W. KNEZEVICH PE 0011961 ON L., S. 12/19/2005. THIS OES NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED & SEALED _ HARD COPIES TO T E APPROPRIATE AGENCY WILL FOLLOW. ^ c no dale F vision by d— I IIDn '. �• - n > �•.t n AIEt& HR ALUM. A CORDION SHUTTERS rTh ornton•Tomasetti Group D CTl c Um ry 330 N. Andrewr Avc., SuLLe ISO • Fl. Lauderd.le, iL 13]01 T.I.(951 522- 690. ( 7691 • COA / 7519 q G'� - ..•�a / ` u,-. j�� ) 7 Fax 951j Sll- . i •M1V ; ,wr J Wc6allc: www.ThcTTGroup.cnm 3;1 0 - II r` rnn w 'l Dl.L w u%'f C S.r%Ir Cr, I.c -+ `� - • c' _. _ _ ..., i.. �.._ .... __.... Copyright O 2005 Thgrntgn•Tomasetfi Grnun Inr Prinl Inlormollon: P:\FLI\Projecis\KK5$78.00\Drowing3\Rl-mb\05-578-IO.dwg NContu 12/19/2005 12: 23: 12pm 12/19/05 12:05 DIST. NS oui O m nEOm N m m m Da z X, rpJ �AOsr� r i Nm ti u N{Wx m6 yX ° nO mN m'o mr DA cN °N m C N N a x-Ivnrn� fri u• n_ C Z DSTn _. �AAAO 2Tn mno mA 'Q °DC� OEcmz cmi n' .:E 2a Dom,. M� 0<C r2� rzr2l ZD n ^ rre) : y Dct N o>0 r; NX) z➢� ar m An O yCTrn :t n ar DN --0 .CySw > 1> r21mN 'I' is nr. NO 9 rNz D N p. C N� ON rt1DZ 2 O m D m 9!-`27P AO'G 0 -EDGE D 2-1/2'• a �❑ EMBED. oo zo z' O mvDA�0 T. n -r m m o ` N Fmovnm C rn f' O ':nn D STn II p. C Z D-Ccm� _ SZDLZImzm 2 _ V ,r=TD nm ❑ • 3'•MAX. I OD2mn E •-1 naD• aZ O Z r m -z Omz Cl '�i toyN>Om Cy Io NNa £nom anrzm-+ Dymnr�rryTT�� A °yDyXm z Zm InS my MAX. on mor Eci� r a5r =N"D n _ E -00m SHUTTER A°x LENGTH SEE ' a=mn nom- 'a In Sm2 Fc: SrO^ ZNazz y I.. m°m ° y ❑DSmn o ""Imm AC CORDIONSNUT T ER ^2 C., y"tD °x mn� MAX, SHUTTER r" -ID aox ooSn a m f D^oaZ 21Z'Czm �Na SPAN SCHEDULE, __= TABLE3 - yz 'n0 an LENGTH,SEE ACCORDION ('C L)EDp „ZXa �� azo m v=❑ SHUTTER SPAN SCHEDULE, cNo - yDmmO z A 2 TABLE 3 �-_� I. DNoso zNpz2 YDm aT DE Om = Z_9 n iI DE °m 'Oo�nj Z°AX mo:z rp A0N Xm zomX Z k. 0. ZOm� ZX a. •. rmW nO mN 2:0 0,02 yT OZ / Na AGI ° DNo'w r Z '1 ND zD° S O n C e Dr' p.l r, ❑CZn 1' CEZZ rD O Dn NO TO. ❑ D* DO'SA N D°o �7Px ar I n'{m m D 9= a n* y m Z>N.O rNM OD Y mE 7N'10.0 i•mab^_°N mr D0 ' ��l<i, AOEMBED. v9❑ r�•l a9Bo7.xr 10 DO D R D°; m EMBED. nm rml; m .O° yl = D N A� EMBED. 137 C. m r m N=az mC O N D n'' 0 O • vi m a _ N i u�.3 m E.mr NNn m Z Z ° ai� O ZnT.D Ammo D C _.._ ..W `.. tw'.wm _ '=mG _ 1 m D C 4 y-OA2 SZOGIr f k Z S D m !n N=?DTmO - f1 t H yD y2 Cm2 - N O 'm OOP yOD2 '(rn R m NInX nnn 2O ti rr -I 1 0 >Z oz"X' C r r mrT D N� DOm O C DNZT=nZ ym DCl Cr r DC to- .. ..'Eon z ZDOm Xa NNa aOD zE -ZI O°DNxa� SmI zm3 vnrn =0 mtn O n OD2�n ymT In ZDpm' y"'�4= MAX. SHUTTER ApD �mmpD°o~'. ° nnoni via •- m m 2 ZNNa °X LENGTH SEE X Dat Am r,z 4 CT ECmZxO a P p Djimnn "Im• ACCORDION SHUT iER {cT n, z'm ND xO anrzm Z2 n D mnl O O ynOpZ you SPAN SCHEDULE, vl^o `"m0 D�z°O =I^Tm7o �z Z o1T rczm2 -3z TABLE 3 -"E= oD° ycir°Naz-zTj >Dmm� nc CT T7 x,y �r -<n vOi Ii Nm O Z - Z SSl n ~ CT£DDrn 000>z - Dom vD£ m zxm 2=lz nj Xa -ID= PEDo en SOi Dm0 �zXP m ma y. 'i'ii...... f"dt i FLORIDA BUILDING CODE, 2004 l � L•t rBVI ID -r Y 7 (] . p f no data b dasofi Ilan D �• y` cn ox � MAX. SHUTTER LENGTH. SEE CORDION SHUTTE .PAN SCHEDULE, TABLE 3 In NAn NNan mr,n V— ammo DImn EDm2 EOm2 L1r zm Ctr Zfmfl1 C:` mm7 ❑DZ DDZ EDGE az mzja DIST, DO� Dorn XA x aD.m O DD 1ZC Xa Xa z {yr v i '1. £nom_ CS yam 'I a=0 r aEC ; D N D .0 7 x Y mm� =rn3 r rn a y D MAX. SHUTTER LENGTH, SEE D N? ❑ X ACCORDIONS UTTER SPAN <C 9' SCHEDULE. TABLE 3 i C a N D V N a -0 z Z �v L 9 2 2 E fl � THE SEAL APPEARIt, G ON THIS DOCUMENT WAS AUTHORIZED B Y lDHN W. K ANAL,EZEVICH,G PE 0041961 SEAL ON HARD 2005. THIS F A NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED (t SEALED HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. :8 HR ALUM. A CORDION SHUTTERS p G1 JThornton•Tomasetti Group -�+-- 330 pUjyjwou r+ .-�JT�C/ NA And, Tel. (951) 5,2,2 r Av9c„ wSFIule(T150 l1nLuau.dceormdCakL 31]0 1 9i1rWhor2L391.DA17519 •., ,,,._. .,...,_....-, �.._ . _....__._,_ .•. ,,,., Copyright 0 2005 Thornton-Tomafrati Group, Inc, EDGE DIST. O m S N m m m r i Nm ti u ❑N m6 yX ° uC) !1' : DA cN °N m C N N a x-Ivnrn� N D nm--^' u• n_ C Z DSTn _. �AAAO 2Tn mno r`r p. CCT A OEcmz cmi n' Cnr2rml rzr2l z mm7 I, mmo I! N o>0 0D? m An An A . MAX. SHUTTER LENGTH. SEE CORDION SHUTTE .PAN SCHEDULE, TABLE 3 In NAn NNan mr,n V— ammo DImn EDm2 EOm2 L1r zm Ctr Zfmfl1 C:` mm7 ❑DZ DDZ EDGE az mzja DIST, DO� Dorn XA x aD.m O DD 1ZC Xa Xa z {yr v i '1. £nom_ CS yam 'I a=0 r aEC ; D N D .0 7 x Y mm� =rn3 r rn a y D MAX. SHUTTER LENGTH, SEE D N? ❑ X ACCORDIONS UTTER SPAN <C 9' SCHEDULE. TABLE 3 i C a N D V N a -0 z Z �v L 9 2 2 E fl � THE SEAL APPEARIt, G ON THIS DOCUMENT WAS AUTHORIZED B Y lDHN W. K ANAL,EZEVICH,G PE 0041961 SEAL ON HARD 2005. THIS F A NOT CONSTITUTE AN ELECTRONIC SIGNATURE; ORIGINAL, SIGNED (t SEALED HARD COPIES TOT E APPROPRIATE AGENCY WILL FOLLOW. :8 HR ALUM. A CORDION SHUTTERS p G1 JThornton•Tomasetti Group -�+-- 330 pUjyjwou r+ .-�JT�C/ NA And, Tel. (951) 5,2,2 r Av9c„ wSFIule(T150 l1nLuau.dceormdCakL 31]0 1 9i1rWhor2L391.DA17519 •., ,,,._. .,...,_....-, �.._ . _....__._,_ .•. ,,,., Copyright 0 2005 Thornton-Tomafrati Group, Inc, Pll l I0orm0lion; P:\FL 1-z0\05-528-11.dn MC -W p05 12: 2]: 21pm D 12/19 /05 1: �m -cm _ yr O iO c❑m mrn ym vnm-• m Nm Dp2mD T❑ N _ T DZ rr o v y2Tn yX 'iX n-ri n rAC lY• .Om o to I4 =2�mO cr 2m pz yZ gjOnn2 -~C 0 n'Tmm On X, r? A jEEDDGE'DDIIST. yDZ=mv�y Dnm OA "C2 Sm � 0 0 o a I "o'm Anti r y,£OM ut 61 b= y n 9a ❑yAZ� I'I A x r my H_X 9mDp = V =yrmw DLZi rm ny f TAXA 'i:..fmn ]l - n��N .y ❑m= I y ` CLl A ZOm=oCZ7 S Ll m ❑' _ rn 1y Cmnr-3n mvm-im••rmzD < NW � OC N Fn £ m rmxm e .op•a 'C m H - DIM D C £=C �yDa ❑ Z m "� �- �NZ D ~ T^'rnE� n ❑❑< 1, O s� -❑ioo� � o� =m r ;n�3 ca r x=n MAX. SHUTTER ND ❑Z x LENGTH, SEE EX ^m�M ACCoq 010N SHUTTER mA pDp SPAN SCH EDUCE, y N Z TABLE 3 a C, 445 mrn ~- Xc D �, �m -cm _ yr m r 0 iO c❑m mrn ym rII -1 DZ rr o v NC W mrmD D=_-iTZrrnom he lY• .Om o to r �n0^rrn xmZ rnxmAG1NCN.y r, mi-(ZmrnLX �, ZZ -o1Z m r 0 iO c❑m mrn Em9rm_iymZA Z �❑ -1 In+r o. rr o v NC Wi+O.O yr .Om o to JJT � 0 0 0 o 0 0 r m 0 0 � 0 0 o a N o o o r y,£OM ut 61 b= y n 9a ozm D. A m -r Dv�rODASOEI. 1m D m ❑ O,amOrAnO � Z m D 0 =o 1ZrI omi AD � F Z. _ 1y Cmnr-3n mvm-im••rmzD n �c N Fn £ m rmxm e .op•a a . - DIM D Oym D<�O �Tr 2D'rii 0000rn�� m 0 or Zyn l ao..mr:.rc i i Iy i_� •,i3 ,. ❑zc el. o -mi0 azu H. o c=i r �n0^rrn xmZ rnxmAG1NCN.y r, mi-(ZmrnLX �, ZZ -o1Z m r 0 iO c❑m mrn Em9rm_iymZA Z , m VImS ArOD rSF C xOr Nm . mrnD.,S r ComCjrn rDm minoOZOZ 2pr D❑n r Cx A -Dim nA xn _ , O Nma D 0 c" I ozm D. A m -r Dv�rODASOEI. 1m D m ❑ O,amOrAnO � Z m D 0 1ZrI omi AD � F Z. _ 1y Cmnr-3n mvm-im••rmzD n �c N Fn £ m rmxm x nD'v aZA a . Ao -lOrm~ DIM D Oym D<�O 0 Zymrnm'I�ym m 0 or Zyn D -Dly❑ RI T I NATURE; ORIGINAL, SIGNED & SEALED �� - en _HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW, O oe a+I• L revision v1 d.zen Ron 1 D 9 y r' A�6 HR ALUM. AC ORDION SHUTTERScl cn s ' 6i �7 Thornton•Tomasetti GTaup Avr„ Sulle 550 • Fl. Lzutlerd.le FL 3 ]701 ..(/�(/ Tel. (951) 522.7690 •Far 955J 321• i ,aS � `rin TTup—m OA 7 7319 ED �s�r iez, we We6gm: wwwJhe Group.com p f�, A Dirl,y.y JAB C.r,Pl, c:, F.c w� M r +p zz.,�l ``IoP W.rr M[N.1Fwd•.rr L,.d.rdde, Ft 33309 Co i hl O 2005 Thornton-Tomzcelll Group, Inc. mi-(ZmrnLX �, 2 iO c❑m mrn 0 rSF C . Or 1 D❑n r Cx A -Dim nA xn zZi u, mx P I ozm D. m C -r n C Z~ r >N m G Nnm a "o I m o mo A D D JCrz O a i RI T o -mi0 o c=i r g m r S a E m ' m r o z m m a 2 ,n D n x' T ➢ N C N a2lm o-1.-n� I: o m o N y m m O :o ?•• �\ \� mrn vm \\o\ O 1 DO, \1 1+ m m — --zoz— fll -.1 III E> 3Dm III oho �m TO . •��ypf Hl.: i...rr m o m , 1 //Sr FLORIDA BUILDING CODE, ZOQd �L.S ` �r L S.• THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 8Y JOHN W. KNEZ EVICH, PE 0051961 ON 12/19/20D5. THI5 O ES NOT CONSTITUTE AN ELECT0.0NIC 5 G I NATURE; ORIGINAL, SIGNED & SEALED �� - en _HARD COPIES TO TH APPROPRIATE AGENCY WILL FOLLOW, O oe a+I• L revision v1 d.zen Ron 1 D 9 y r' A�6 HR ALUM. AC ORDION SHUTTERScl cn s ' 6i �7 Thornton•Tomasetti GTaup Avr„ Sulle 550 • Fl. Lzutlerd.le FL 3 ]701 ..(/�(/ Tel. (951) 522.7690 •Far 955J 321• i ,aS � `rin TTup—m OA 7 7319 ED �s�r iez, we We6gm: wwwJhe Group.com p f�, A Dirl,y.y JAB C.r,Pl, c:, F.c w� M r +p zz.,�l ``IoP W.rr M[N.1Fwd•.rr L,.d.rdde, Ft 33309 Co i hl O 2005 Thornton-Tomzcelll Group, Inc. Print In(ormobon: P:\FLI ` t Dnp �- n Z >m m' tN )VN �n % II II it u \n rD nZ Z GT � m " ry 2 p Y N ax TN Co mD A v m a mp= rZZ 'rp a m oz LT 2 r, Q>- O O t]Z3 a �, A Y Z =y NO l nZx m �_ T N h rn r D Nm Kc O D m� L p ° N1rt mz Z n T D --Z G0 _UDN .rzl% �a O bmm m CxN Zr, O N r n•m mSav jrn Z = Z O I 0m rn c 0 DmN < C, Om Z N D O - m m _ 0 D = m O O ^ m i . n' D m ' t I I H Z O 9yh m r rx0 b Z x N nbz C) v m-CirnO v rNn n o~ _` D z r) O yrnp n DnK m NNSZ O O - N mZ2 p 2 n OKE n m O Z m O N T O O O d a m m z K rn Z Z ®m b ->I D f p p m Z o Z Z ® Z N v D O O O 3 n m Z \RI-sub\05-578-I3,d.9 MCantu yx Kx y- K% tN )VN m II II it u \n N p ) /i x N C w N A x � a mp= rZZ 'rp a m N N O O A O O t]Z3 a �, m v � ia W W p NO l � ➢ v O �_ h rn r D m o > s ° y }acpikii•r:••,ry v, 'LOR/DA-BUILDING CODE, 2004 ; '+\.•••• < 12:27: alp, 12/19/05 12:08 -WOOD EXIST, STRUC. �J m Dnza opo m.+o -. S p ) /i m mmm a�D�ai ymC D>rr'-mLl o za�zon A x � a mp= rZZ 'rp a m Z, ri O O t]Z3 a �, m v � ia W 2 ..• a? X T _ � ➢ v h n > s N zgv W p C " ? r n•m Z C nr7i - o W hN J N Z t \ W " n m Z> N IF Sm '.0 n.E 0<=mD Om Dm N ymprn u. r�� mm ® OmT �Cm Dm m3a PmF rp.n -mIT, no DCn7 M. 4 m N>Z 9=0rm r9jm ma0 rZ^p'Z o Or -OD y�>2Zl^ _ ZZ N onrn Nmylmr p"'�im mD NCIZQ C aYnD iEeg O C-1 Z EOa >ZDr� A pin'�ON Oymy Y 0 -C L`n0 N ON y ram x9no^ mO<~ nyD aCZC CN, I pnm0 FIpO ED N ml7N Dmylmm n�D� OZr zctcl N W DrZi > O�2 06TDDN mKYY aim -(vpy y>� pN.-T y,E p pmm TnINm ~ Nmmmx SD ^ T'i 73GnZ> p"(C ya- IID. O SpOp D -m-wO CSr rxn rn Tr^ilN Oyy M2: ,N ➢zm> Z yl rn 5S O 9 O>> x0D-zim TSA z OO Cy m Y�Om y= E= amm mLlr Dy "➢m Znr ZTmm D DryD gm an: O i2 .mTmZ Zm" ZYO T000 N 9DZm r- D . C77 O m2 Ya Za �m0 umIZZ oa9n 0 Z°m° Om -Im z Ac m 0- Pa • c3n z>am x° Z"z °ono N D2 PE3p 'IN yn oy T /pn E TT m°DE rl T xn ym Tm m STS jy0 0 S Z- - I rm➢ INnp pO AS Z Cnm 1ym�I < 2 mti yAtim EZZ a� zZZ, T ,ox n"'•. m D Dm K=%p oaW nn D"N yOy 3_ m m O° rZ �T ODE mm yYOE > lzz OZ , -lD D° o' yIOD mE mpam •_I ZZZ 2 2C DOO D1 i{o i molOrl CO , NE -p N n N 9 •-1 NT ^O?T nDT ZS 4mZ OT rOa -1n n z nv-y a °� mmo m C �x m ap Nlnpa yEZ mz m'>"E Z NmC C,Ov� T all Y0z m z D i E y y NC n m°c > O° m TYm i Ll n O SON- man z➢ ^p0 n D �D m MD nIAyT 000 Oy OZOT ti Zaa pn a r £m lxc> ZmZ OC ZYm ° c7yD y2 S N T" Lr Wm Kao Z•mp 'V:r y DZS 00 rn lmn AZ mm rA ..jZI Y"! Zoe m oar Dj 'THIS DDCr MENT WAS AUTHORIZED BY IOHN W. XNEZEVICH, PE 0011961 ON HARD COPIES TO T E APPROP0.I, I AGENCY WILL FOLLOW, • _.•.-• •�"' V•"�' "'"cu c rev'in y r pa �;� `- no dpi, b„e„ Ih, . A . -� ',.rtE�h HR ALUM. A CORDION SHUTTERS i"SThornton-Tomasetti (.ilLn UUFJ •O �• 330 N. Andrewr Avc, Sulle 150 • ft. L derdsle, FL 73701 co ' i �° �.r+�.�• ��,(� Tel. (9517 537]690: Fac (951) 523-3691. COA 1' 7519 m ° •N_-• _ - B3 ry %1oulx ,wc Webrile: www.The Oroup.com {i. - !Oa Wsrr ,Hr Nab Awd {fort GudvrdWs. fL 33Copyright 7005 Thornton-Tomaltti op, Inc. Florida Building Code Online iN�k'BpCeaat+�wA yam.'& �;',} �?I;Qf�if�A �C111i CAUf�11�'i�.� BCIS Home 11 Log In i Hot Topics ;Submit Surcharg Product Approval USER: Public User Product Approval Menu > FL # Application Type Code Version Application Status Comments Product Manufacturer Address/Phone/Email tea. .. �pluENIA451{ECS Authorized Signature +��Wti'�i'Ft�St*Cr�>lTRi' ;*110"FR aw r by. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Page 1 of 2 Ai - VIM s �K Stats & Facts Publications FBC Staff BCIS Site Map Lin > Aoolication List > Application Detail FL 393-R1 Revision 2Q04 Alrproved All American Shuttf 1L E 15'40 Donna Road West Palm Beach, FL 33409 COPY Frank Bennardo clongley@flbengineering.com Robert Bates 1540 Donna Road Wt Palm Beach, FL 33409 (5�r1) 712-9882 1brightidea@execs.com Shutters Stolrm Panels uation Report from a Florida Registered Architec ised Florida Professional Engineer :valuation Report - Hardcopy Received Frank L. Bennardo, P.E. ttp://%vww.tloriclabLIilding.org' r/pr_app_dtl.aspx'?param=wGEVX )46549 nal Accreditation and Management Institute A. Pomerantz, P.E. gtB.iiarh%2fL)gdWRY,Ad-iO67T... 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 Standard ASTM E330 STD 12 16 09.1.4 17'14 Method 1 Option D Date Submitted 11/3/2005 Date Validated 11/11/2005 Date Pending FBC Approval 11,15/2005 Date Approved 12,7/2005 'Summary of Products FL #_ Model,, Number or ame__ i cription Page 2 of 2 Year 2002 1999 393.1 22ga, 24ga Steel Pa els 1122ga, 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: p PTID 393 R1 T Cert Indeo.pdf Design Pressure: +/- PTID 393 R1 T Dwq.pdf Other: Large Missile Impact Resistant. Valid for. PTID 393 R1 T Eval Rpt.pdf use outside the HVHZ only. (850) 487-1824, © 2000-2005 The State of CiC Next DCA Administration rent of Community Affairs 'a Building Code Online Wes and Standards Shumard Oak Boulevard ssee, Florida 32399-2100 rncom 277-1824, Fax (850) 414-8436 rida. All rights reserved. copyright and Disclaimer uct Approval Accepts: ar�,hEck ttp://www. floridab uilding. org/pr/pr_app_dtl. asp Y?param=wGE VXQwtDq tB j iarh'%2f'9qd WRXAd3 f1367T... 3/6/2006 FRANK L. BENNARDO, P.E., INC. .ISULTING k S 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 eng: financial interest in the company manufacturing or c evaluation report or validation certification has bees engineer is not owned, operated, nor controlled by the and does not have any financial interest in any other e _ the above -noted product(s). Respectfully, Frank L. Bennardo, P.E. Frank L. Bennardo, P.L'.; Inc. FL PE 0.046549 Cert of A.uth 49885 -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 FRANK L. BENNARDO, P.E., INC. CONS�TING ENGINEERS WWW.FLBENGINEERING COM FRANg L. BENNARDO, P.E., INC. CONSULTING ENGINEERS 4441 N.ORTH 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 Ste Storm Panels Scope of Evaluation: n Report This Product Evaluation Report is being issued in accordancewith the requirements of the Florida Department of Community Affairs (Florida Building Commissi n) Rule Chapter 98-72.070, F.A.C., for _ _statewide acceptance per Method- 1(d). All products listed abc ve-have been -tested and/or evaluated -as- -- summarized herein to show compliance with the 2004 Florida 3uilding Code and are, for the purpose intended, at least equivalent to that required by the Code. Revaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data.- 0 ata: • PRODUCT EVALUATION DOCUMENTS FLB drawing #05 -AAS -0001 titled "22ga & 24ga Galvanized Steel Storm Panels", sheets 1-7, prepared by Frank L. Bennardo, P.E., 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 Construction Testing Corporation (CTC). P Large missile impact resistance and cyclic loading performanc4 have been tested in accordance with SSTD 12-99 test standards per test report(s) #02-001, #02-004, & #03-001 by Construction Testing Corporation (CTC). Metal tensile capacity has been determined in accordance with ASTM E8 test standard per test report#0127H, #0198H, & #0053J by Certified Testing Laboratories (CTL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: Page 1 of 2 Evaluation Report Prepared by: Frank.L. Bennardo, P.E.,, Inc. Frank L. Bennardo, P.E. # PE0046549` FRANK L. BENNARDO, P.E., INC. CONSL�TING ENGINEERS W W W .FLDENGINEERING. OM FRANx L. BENNARDo, P.E., INC. :ONSULTING ET 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 eviden accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as ind respective Product Evaluation Document (i.e. engineering d Installation in previously fisted test reports, and is :d in the span schedule(s) on its ng). -- -- Each product listed above shall be installed in strict compliance with its -respective Product -Evaluation - Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). I 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 designed for on a site-specific basis by a registered professional engineer. i All components which are permanently installed shall be prote4ted against corrosion, contamination, and other such damage at all times. Each product has NOT been designed for use within the High Yelocity Hurricane Zone (HVHZ). Certification of Independence: This engineer does not have nor will acquire a financial interes4 in any company manufacturing or distributing the product(s) for which this evaluation report has been prepared. This engineer is not owned, operated, nor controlled by the ma ufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above -noted product(s). Page 2 of 2 FRANK L. BENNARDO, P.E., INC. CONSMLTING ENGINEERS WWW.FLBENGINEI-N OM 588°p NOLLt21TJOHlfIV j031VOIdI1Tl30 IVAOldddV 30IM31V1S VOI'dOl3owmwnri.lax.w u�LLinnuoo�sx�msu°w„vµm a P. WOO'�JNIif�3NION39�d'MMM Sl3NVd WLO15$ 1331S 03ZINVA'IV9 e6>Z +g e6ZZ unxunx,xv.x°.nwnwunrmumu a..oxmmaux. O zsez se hss):xdd eaaz- se(L9sl 00 ..vo...a.,x..unumr.nuL,xa.umsxu � O " LEb£E 'Id 'NOlY2i VOOt3 M36-ZT1 (T9S) - AVMHEAH SIXI❑ H -LHON lD"_ Q �y Q ' o 600EE ld 'HOV39 WIVd 1S3M _ a - m od 3N1°JN3 `JNLL�flSN00 OVOH VNNOO ObST a 'ON1 �e 'SNI"3'd'OoaVNNa9'I >INVild SdS11f1HS N'dMf�]Wt/'-nd x xvu .mom's 'NIW .00'I K \\ �Q boo o o 05L�� g u a i Qdj P� as �a 7O_ r m �- a -T xvw .00o's n 'NIW .00'1 w J 00 0 III II s. w 9Do 8 m Baa K \\ �Q boo o 05L�� i Qdj P� as m9U 3w3o p20.. 0=�n 0 q� � a o m �0a p rc A 3 =� mwm0 �.n9W a�0�w LL 0 ° O ,°n0 w 3 00�% z Farm � w_ao'�u m� No Ow i °"��a Wu a o WWu3i $ m�r6 2UWmm ego.= WF 41 �Q - 3 22Wa' dQ }}�� 7 LL !�U O y m ° i°S m2'i a � 6 w �aw'�wo V6028 pm W J W U § IL k � g� 4 LL� Q o w 12 m 0 p�W aO.Y=UVU Ivry-. 2'�>Z,Ij j� a WJ r�J Jw wkly �m m Lw mm wF��° `-MHOJa% wO ary F' w m m z �m,yJ ww-F �i3�ie-n -�.. "zl�at�a 4 O=cm3 >.2Wgaiy N3 �00. �3 Lams W L D Z :wa woiN a°s�°ip8iz�m=~�rc� Woui 3w a= L.. � w,✓�u �3� a��O�J'aOmmJ��Z6 um w�U �w OWw�S p°' x aJaJam ��mm� b'�° W CL ogLTaQO Z m1; 4'�°w5oH� W7�JILL ia w}Km�pmpQ�m-� �°dWm°mJa rz aa -a 4o 93uWt HuNm m Rile V p1 9NIN3d0 NI /j I a s"13Nvd '1'lp' aod— xew� s O avMaao rro � �o wz,y `a#� a •�dc wg' K \\ 05L�� i Qdj P� as _ m W m �W W Um n e 00 0 III II mg 9 LL � m9U 3w3o p20.. 0=�n 0 q� � a o m �0a p rc A 3 =� mwm0 �.n9W a�0�w LL 0 ° O ,°n0 w 3 00�% z Farm � w_ao'�u m� No Ow i °"��a Wu a o WWu3i $ m�r6 2UWmm ego.= WF 41 �Q - 3 22Wa' dQ }}�� 7 LL !�U O y m ° i°S m2'i a � 6 w �aw'�wo V6028 pm W J W U § IL k � g� 4 LL� Q o w 12 m 0 p�W aO.Y=UVU Ivry-. 2'�>Z,Ij j� a WJ r�J Jw wkly �m m Lw mm wF��° `-MHOJa% wO ary F' w m m z �m,yJ ww-F �i3�ie-n -�.. "zl�at�a 4 O=cm3 >.2Wgaiy N3 �00. �3 Lams W L D Z :wa woiN a°s�°ip8iz�m=~�rc� Woui 3w a= L.. � w,✓�u �3� a��O�J'aOmmJ��Z6 um w�U �w OWw�S p°' x aJaJam ��mm� b'�° W CL ogLTaQO Z m1; 4'�°w5oH� W7�JILL ia w}Km�pmpQ�m-� �°dWm°mJa rz aa -a 4o 93uWt HuNm m Rile V p1 9NIN3d0 NI /j I a s"13Nvd '1'lp' aod— xew� s O avMaao rro � �o wz,y `a#� a •�dc wg' K \\ Y 3 46 5$� IM, az 04 Z rc I --p—V 11 1-iA P.W.d wk:j J 7 °o N o U •,jZ LTi ^/. SB96q:NO11V21WOHinv jo 31VOIjuoo IVAOWddV 30IM31V1S VOIWOId � - v.-uwmwn wvwrvx wr03WfIm�1nN3W 1xAwIJwINLLOl3Dwwwd a yaw W ;�att W ly O: og w00''JNI2f33N1'JN3 B'7�'MMM zSBZ-tse(L95)XYd BBBZ-tse(L95) 5'73NVd W1101S 12a1503ZINVAlV9 ed4Z �B e6ZZ u�LL riuo m'oxwmwwx vxur wwv,s�u wvcmax3luuw .mmw.anmov..v3vrdlmmuwn O YS )vS w AVMH`JIH 31X10 H1210N Lbbb Z986•Z TL (T95) -1..4 'HOV39 °°UO_ O - � (1i w ink' u I`C7�V�J r-1 ¢ � ad'i S?d33N1`JN� JN11'lf1SN00 60KE WIVd 1S3M OVOW VNNOO DOST Y �axHlmdolSNtlVW3tl Q 4 w N O v°LLw'J�]�WOk� 0� r• -I > i 'ONI " 3'd �00iit7NN38 'I ANV2ld �.!^'1 T�1 �./1.� sd i..u_n Ei s N V .J I U � W V `g�� V saint el10 3nssluw3� 31V0 2S CD � w a o yF� M1uWD-w LL ie � wU�'� L x i w QV O ��Q XM �7 f2121011319V1) 31n43MJ5 wvd9 l3NVd WI016 31VI?Id021ddv 33S - xvrl v 3 U wu�°'� O ZZ� RffJJ LL' C V E d U 10 K ww1 X'u WWd !W�j x yJj IY O m La C u LLww � E °��. 7i ryLLV (LI 0L Q L• Q n� LL 0 a W� CL uL o o g cl CUuwC 8 � m t7 K Q O O�oN� gig w��k 0 PH, k 55 ga b ° Tc (Cl t10 11 319V1) 31n0 � 3M S NVds O F d 0 a l3NVd LFJ019 31V It1dOdlddV 33S owl � � ja OL i WW�ok a� LNC`°4��-i� �a�5 -9 I°3. um n� Y S V k°U7�mm ¢ Yak r ( �3ff bX g b Nor u r21 ao Il 319-1 D 31n03H79 was l3NVd —019 31VIYdOYdds 339 - •vwl 8W ° J fel wo Il 319V1! 31n03H]S NOd6 Yn H N l3NVd keio1S 31VR1doud v, 33S - x• wl -� sv LLw tt UV �im`wU fZ1 t101131BV1J 3lnO3M7S M/d9 LLH�w�� \ U l3 W' I 019 31VINWO2 vl 33S xarl U 2 °o N o U •,jZ u .n �wiC a gp 3 0 3 3 m � �fluui flu a yaw W ;�att I 10miy yN� °�i� u�LL L��m W� U w WL °°UO_ ll\ L ink' u rc 513 m� w v7 w 3b '1510 ! Y 903 LL O 3703 N O v°LLw'J�]�WOk� 0� �N ° wg Fw�N�^+t _ I Wm�SQU�� fel wo Il 319V1! 31n03H]S NOd6 Yn H N l3NVd keio1S 31VR1doud v, 33S - x• wl -� sv LLw tt UV �im`wU fZ1 t101131BV1J 3lnO3M7S M/d9 LLH�w�� \ U l3 W' I 019 31VINWO2 vl 33S xarl U 2 °o N o U •,jZ u .n �wiC a gp 3 0 3 3 m w� 2_° 4U I� �fluui flu a ;�att I 10miy yN� °�i� u�LL L��m W� U w WL °°UO_ ll\ L rc 513 '1510 w 3b '1510 ! 903 LL O 3703 N O v°LLw'J�]�WOk� 3703 `nY`n'' O w 22 O V22 992 k£k °l 11L��Q ° �LOJLLi �N ° wg Fw�N�^+t Wm�SQU�� ZkZ� W,J'U[U. yF� M1uWD-w � wU�'� u p tvSj) sleuud xuyZ'ZZ Lp0 low_SVv'5p1(VSd) slauad udwzz tuou-stv-S oor swz%(.S) -.oI s —P.— IINu�I!! iia oid tpt;j Rxlouul� wayp:Zt -5002/Cal{ �Pel1xO. N N N . CI u) iii ip h i7 N i W SeBB7t,,NO11VZ190H1ntl j031VOIjI1TJ30 WOO'S NI):133NI'JN3BlH'MMM lVAOHddV 9QIM3-LV1S tlQIbOld S13Ntld WUOlS )ou)�uum Aw ilrem 1. anmlunmaiovAnuAxomssua)ssiunn tl>uom; aaWpunw'cxowmrwal.tlun.. o .--I O 9 d h0 4g• Z98L-L6f iLBS) XV3 BBBL-L 6f iL94) 13315 Q3ZINVAIV9 edt Z d e6ZZ uwuw mtlroemnwi. 03YYOWitl 3i lOM 1)INSM l'omi„wiclw«wnunww nuAmliwm,.A O O F. ju ��u4w Q ��aJL�� z � „oe1l_ 9 .-. L£b££IH 1XOH-UJ v009 .IHMH`JIH 31X10 H12iON L444 o mN Pn O 2996-ZLC(T95) a � of 69bEE ld 'H7V39 W1Vd 1S3M Q 9 YlN3��Q m�W Z • S?d33NIJN3 eONl1-inSNOOGVOb NN Q ObSL Q uc a` NZ ,p U� OO w CC lapeaH .n.. sarnL a'ta i6 3nmIito -ONI--3'd'O@iVNN38'INNVild S`d311nHS Nd�I2i�WV -7d N <w �Pel1xO. N N N . CI u) iii ip h i7 N i O Oi T i0 01 m n n m. ip ip N C v R m CI m W aI6uV PnIS 9 d h0 W 0 a..�. ¢ . m . m . n nip ... - .- .- •- F. ju ��u4w Q ��aJL�� z � „oe1l_ NNNMv o mN Pn O _3 a X3iM OLL m 0� aI6uV V.A. 9 YlN3��Q m�W Z Omi`�p -1 \ � NZ ,p U� OO w CC lapeaH .n.. o NNN N W L 0 0 W W mN Iun*W p !(] F- N N N m Y b m P N P m N V W N y) at Z Ou ON IIeIW aI6uV Q pnlg 4 a0 >I�e31 .d. NN NCiNh Oh"i i[O) ^ OW 62 Inoplln9 :' cl m v m N v N v m n m'- aI6uV -IS uy� a P vSXZ in i� NNN in :- ^ ' C) :• c ^tnNC) ` o r 7n ^C) J W J z m WQ Uu lape %Z w s W W- LL= H Z _W- LL9 j= O l LL P H.nx O G O N N N O J� 0011 O Inoplln9 N N N N [mV Q 3apeaH O O xH. N N N N N O N N N z 3 N- mLL' wn0 p j ===�LL�cTS=9F ` WV wmon- w°O Q J S 7 7 N� •= d� $2 u1F w0.'YI ZZ� U w �y�lW�a° DIL ZNa: w _by)� ??NNm y G[ m v 6 J j° NUI QLL'�V d LLL Naww W Z w w d2 Q N n0 W Nr WO -LNnoW vumios do 5, �+l t— JAN 0 J J J) W O.N Jh VV �p � W LLI pp•NIIyp ZZ V OJWN UW3 W ZZw� y WJE O aZN N LLJ 0 °lz Z 2ZWO o W 3L90 J '7 m c y W u290 ZO1° �X VJ �a�V axX W ZWZ� �w z UW WWVW N Q. c� sr d= o �F I u- N J ^ N 6 m 6 ip NO p) ip O A ixl O T ' d i O Oi T i0 01 m n n m. ip ip N C v R m CI m W 9 d h0 W 0 a..�. ¢ . m . m . n nip ... - .- .- •- F. ju ��u4w Q ��aJL�� z � m^QNn ^,- �F I W 9 N 3 W 0 �i3 Y �$ N O °U F. ju ��u4w Q ��aJL�� z � Ll i ;wj�N d� V�� UwN>C �0 W o�� N LQ _a�UX2C)- O w/0 2�l, X3iM O7 p J LU 9 YlN3��Q m�W Z > 0au -1 \ n �� tI N L m) m N 1p ^ ; W J NeN- ^-^=-r• OG O Ul N E. Bo f- Q. i(] �[I«<{') C]l=i Nl it c� ¢3 ^I W Nm< a. v i7 Oi v N t] m W N , Lu oN J N -.N- ^?. bbb U almm� pmhmvv4N 7C C m O J a o .- J�j 'az Q LLI = EL wp nm r U1 W C W�' S!n iV ^.-.-N f'^ ^b O4i C. 01 m m Q. - nr1� Wip F. Z d S z° � IL a u (n � o' m mo vc vu�im �n mmnn mrno ��m aNe �mw� F— Waunyg ueol+aw IMfaIW p.[., lni:j —wn - SQozicwl i W 9 W N J � Z� O uWiY� � N�mS W W} O z OLL 0 d11 .11 �� tI N L m) m N 1p ^ ; W J NeN- ^-^=-r• OG O Ul N E. Bo f- Q. i(] �[I«<{') C]l=i Nl it c� ¢3 ^I W Nm< a. v i7 Oi v N t] m W N , Lu oN J N -.N- ^?. bbb U almm� pmhmvv4N 7C C m O J a o .- J�j 'az Q LLI = EL wp nm r U1 W C W�' S!n iV ^.-.-N f'^ ^b O4i C. 01 m m Q. - nr1� Wip F. Z d S z° � IL a u (n � o' m mo vc vu�im �n mmnn mrno ��m aNe �mw� F— Waunyg ueol+aw IMfaIW p.[., lni:j —wn - SQozicwl i Ln 5999%:NOI1VZIIIOHInV yO UVOIJUN3° IVAO'dddV 30IM31V1S VONCIj ': "a' a"'s 110�1p1'"�' i r{ 0 pnmwwuJan nnurw�oa suuW mmrm � WOO".]NIM 33NI'J N38ly'MMM S13NVd Wt1015 aaWm,vwwnscwsmwmr muvnlJ� O t Z99L-M 499) xVd eBeZ-LM: 499) 13315 (I3ZINVA-JVE) e60Z V e6ZZ LEbfE 13 'N01vL1 V709 -LTL (T9S) . VMH`JIH 31X101 Hi2886 (n lON 1444 - �`c ..1 U) 600EE 14 'H�V39 WIVd iS3M - - - si OVO'd VNNOO 009T - - - - Q u d S2j33NIJN3 JNI1li1SN00 - - � - I � -c >� �NI'3'dbOiiVNN38'�HNb21� s��unEis NdDl�]Wd 11d MOM ^ei^ i° 9nsswn9 o aw W 6U �zuo Z O W Z nQn � h W W 0 Q Q U�= Z v r V F- I W � �N i C U �7 Orw W >, "Wa ,djau� O 3O�0 LZ KQ�N� m N iwIIL 11Z� F b O` 9 �u�1WWau� zm ww IYQU� u3 '��guzi aiS��.II QiYI �Q -WLL�N°XW2oVWLL' W4,3U RR IIl aa�� OU wp�o3�Y�awaU �Xzz p 1- p �5J3 oU LZ t3 �p C LgQO a3 pOwW� l4��p��x=�=pkpwu W iWmUZUbw �pwZ �Da a>aw zd pz s �o m qm ToZZ ..11 J �aJ WW1pJI U� Tl=�yyO N° N'!IQLL U'"mSpULLN W"O�Ohrt=1Q �Wq�� Wh aJ- -p 9.a �3" zi mu Q a� ?wtwalss�uWprcrc=® T� J4� ��u'WLLr O gad mQ_n6 U- fG b ro b N N ONNiV iV P P j 6CI N[V iv iV m h omi. t`�bt�b Y O FI U m P v P Y o m W W O- ^---- �- ^ �- �- a Z o b�bp, to cccbb bbcbb ip' ` z U S7 0 G b O O b 0 0 0 --.U-b'-'^^ m U m616)i) h hhinh� N W U N ^N- ��.N- N' .N -.N- � ^ .N-`^--.N---Nm NNN � Z zd .G Onh mJd V7 NPPT Q mnm to O 0 W rIU m,x�i� ^na6im m � �� t:, p W Z ` 00 00000 mm 00 bb PY o�dacie92t a U X22 ci-ip6 iG m^ v;�R2ugV�j mHi. oi�Zp I7 =NOObbb h N N 6 ^ N Z. 4, m M N h ip N N N Yf h 6, cGbcb U a �.N-.N-"N-.N-.NN viae ld �c Jd N N `^^ Ci NNN JC Jo I'p iph �N h h ipN vl N mmui 'YIb NStI "oN mN S] ^^G Pp ,x¢� In&Ib PC NN o oo� ip b'mp in O �U moobi�. vY'm GYI 'O niN c iD Ci t7 ip OO v-bN Z o0 o'od -op,o bb or ¢�'m inm r -b - o boip 'vJ c'w,c rvm o o ip "vm m uN6mm��.��m��m��t24��mtE�V 1. ip ur u! u! i. �r1 -fn i'n �n ^ a �Z .,4 NNN nC4`q 4C4C4C4N p¢ N Y P N n [7 P Y m n til P P n t7 Y Y h n D W s¢ O m m� z SW u1 - U N ^ ¢ U L O Q a O m toaOO a�?S e Y N a3 m P P ry 0 N N O Y P m '10riwi.6 '191X3 000MF I W � �N i C U �7 Orw W >, "Wa ,djau� O 3O�0 LZ KQ�N� m N iwIIL 11Z� F b O` 9 �u�1WWau� zm ww IYQU� u3 '��guzi aiS��.II QiYI �Q -WLL�N°XW2oVWLL' W4,3U RR IIl aa�� OU wp�o3�Y�awaU �Xzz p 1- p �5J3 oU LZ t3 �p C LgQO a3 pOwW� l4��p��x=�=pkpwu W iWmUZUbw �pwZ �Da a>aw zd pz s �o m qm ToZZ ..11 J �aJ WW1pJI U� Tl=�yyO N° N'!IQLL U'"mSpULLN W"O�Ohrt=1Q �Wq�� Wh aJ- -p 9.a �3" zi mu Q a� ?wtwalss�uWprcrc=® T� J4� ��u'WLLr O gad mQ_n6 �Ptp m-iL6 P P Y �5�z 'rn 'm v e-000 ONNiV iV �zi0 fD IO 6CI N[V iv iV W U SIJ: -^00 omi. t`�bt�b x m �(pm b ip N h h O ip O^ N n ^---- �- ^ �- �- m m m m �^ P .N -.N -N' ^ m'Nm r j Z N b 0 0 0 S] c 0 0 b b b b b c O S7 0 G b O O b 0 0 0 Z U U m W) IG N b m JG .G m -^. u] JG Jd b W.JG b id td Jp m m Z. Z. Nip N^'' ' N N^ TNOp -O- iO)J N.Y-t in uipt NY hiV aC N' N^ _^,_ NN -V _ m mm' OhJ Nh- b= iinJ Y mh iNj fNy fN. lN V UUh'N o � 0n^ a U m:-bbc ci-ip6 iG m^ c-. m Rip in in in oi�Zp I7 =NOObbb Y Y h O i] bbbb b'OObb b C b bO cGbcb )z pUWi y U ui ui uie viae ld �c Jd eJd Jd Jti Jd Jd �d Jc .c �_Jo�JC JC Jo I'p iph �N h h ipN vl N h = N = _ 'YIb NStI "oN ,xo� ^^NCQ ,x¢� "It^I ^'' NN eNN-.' NJ 19 ONOO MOIIOH P zaA Y OIN L! 6 GYI 'O niN c iD Ci t7 ip OO v-bN W ^ ^ ¢�'m inm r -b - o boip 'vJ c'w,c rvm o o ip "vm co coil uN6mm��.��m��m��t24��mtE�V ^ a �Z oobbbbbcbbbmboomabbbbobbc pU m t2 a id Wi'c a id �R Wi a rR �2 e26 ui'eJO Jd a U m of N h n N A it ''A - U N ^ v r N O C Q uJ p¢ P P H e Y N N O Y Y N m P P ry 0 N N O Y P m N p (Wp 0 S Z W V Z V O Y W N Z W N W Z W U v U N ma O W N yaa. w J m N u$71=gg Yza 04�p<.� t,w 3 w� SOT X a 1 nous Is,3 313MON00 �Ptp m-iL6 P P n nr ni n n � r P Y v Y v Ym vi vim mi, mmmm n b f'i-6t. 6 oJvvoe dv omi. t`�bt�b ombcbbbbbbb cinov'v hN61'N !NNNN um mrom'�'^ NNh H� N a N N N . m.. m in 61h mY'VYOOnnnf`N NO M mSPm m'm m nn :- Pf TY i I Rw�mRRR< m rm v1 �mmm io666 Di 6N 444 Yl P b&i.%i. Jd P 44,i66666 bo b bb m'6 o 6 on nr n'd b o b c c'P Jd ui'd 6 in' P',;a P^.-.- m N N ip ip N•- Z. Z. Nip N^'' ' h N H 6, ' N 61 N N N N' mmmmm'^^^'mmmm hph iZ1. - N i1' NNl^ N N^ �d ma7N meY-.N-.^-pl m mm' v• bcooV2161W;�R t� �!J2!d�2a^ .v ri N N ---m 6 6' " ryN Y P N O N P Y P Y h Y Y h O N e Y n = u F- W O W S Z N m i Z - m _ m 0 S au. "oN ,xo� ,x¢� NJ 19 ONOO MOIIOH .."Ns .-W..v P.!.,d wvj —as: l - 5amca" WAOIddV 3a1M31V1S VOMOld nunm,uanam �1p1Y^" SBBep:NOI1VZILIOHNtld031tlOI3112130 orxawu+aa,ox awuluraouswoL aw.wnr u. � �� O �y WOO -9N ll:Ga NION3913'MMM Sl3NVd WLO15 n aro awiw an m u 3 ' x O Z99Z-M Mg) :XV3 98BZ-L6E (1.99) 13315 C13ZINVAIVO e6vZ 9 e6ZZ ,^ + xx,uA.uumwaxis 0 ® is LEb££ ld 'NOlV2d Voos (n � Imo^ AVMHOIH 31X14 H12iON L4v4 Z996-ZTC (T9S) Illl��u fff()VI 60KE l3 'HOV99 W1Vd 1S3M Q a o OVON VNNOO ObST - - Q „ a o� SZi33NIJN3 JN11l�1SN00 - - - tom`, ONI'-3'd'OOaVNN39'I)INVad sd-:iunHS NVDId�IWV;7v So/om SiA 13 3nss.0"I$ Ln o aw LL1I r Q 1) O In I"- W U J � Q W J)q L r O Q U- < <( J Utz _Zc< U. r LL1m� JU�n (ZU� F- LU fl U Z O LU Z LU LU Q J r �ZZWu� LL W LU O Z v r F- wm mWWajN F wow m JU0U 21W11 - U W �. QVK %nJ N QHZZ� p��u¢u11 a° ia l7Uzu�n ¢Wo m Z 6�aaLLo� w�NpJm j HT -6 w�T8a WpW m N O WSW U=O Z p CL - -. 6RLL -.mLi ��XU pZ� �o WOO QWa WOMLdz m arc oou°�Nw � a (n VSOV W~l Umwd`OJJT Qm �" 4 Ow2VF't Q3�pW w� w�mw �3 �'uzm j�x jp Omw� ��o�w ��mLLbpQ�Qa � mZw wzhz%a � 0 Z m'aa3kGo�d mg° O �O W=i Zt¢6y Wwnn3�a_��7ZQww �Fp U Q .m _ _ y .� Q _ LwO mw°vjU ui l�4wLLr�p;mal Q°z Q:nO U l ®®mn a b in is :-• ��2 7�ai •',•r oimrn,d r wb nui vi v b i`ro: 'Mmn. az bbb bb Obbbo bbb'v e rin�inb z OU m � 9 U21d m Ui ,dm N y1bmvm��,�6,mvn6 .i, Yh in Y] N h W �q 14 N1� 1�uLif2 2 min N � Z U Nrn mT rm Oi0 is mPPoi V � N' :- m'n( Q m Nm a Gb �'an1 iv r on n Pm evdrmin uJb ZD. 0 pU bbbb m--Ui- b bboa m b m -- b- bb'UP -�� m in r• h "I o� uj a m U NhhhiN in iaN NN 14 -li NmN m obbb N N 'N-' •N' lV ^ ,N' N N ly CI m m .S U Cm � Gm m ma: N i m in hmPm N N in N N W V, •N-' .N-- N iA N Yl in N N � N h Nin N^^ .N_ .N_ �- p O b:- � m hmNt'a bcinmin �a'N r brnbi�.- .m- mai 6.dm' bia _qmm"O• iOa w binb�o bbb main mbb la vn vi wi vo ¢ Z N pU b b b O b 0 0 0 b 0 O b is a m U .......... of in - U N N N .J N N . �N V h ^N V_ _ rid p_ J PPm PPm P Pm P PUNTn =W K w U � U ry m W- N • h n O Y 2 m W U 2 � ua z N" L x xo x� xao n s g D o E z e o z 'lonely '151%3 OOOM wm mWWajN F wow m JU0U 21W11 - U W �. QVK %nJ N QHZZ� p��u¢u11 a° ia l7Uzu�n ¢Wo m Z 6�aaLLo� w�NpJm j HT -6 w�T8a WpW m N O WSW U=O Z p CL - -. 6RLL -.mLi ��XU pZ� �o WOO QWa WOMLdz m arc oou°�Nw � a (n VSOV W~l Umwd`OJJT Qm �" 4 Ow2VF't Q3�pW w� w�mw �3 �'uzm j�x jp Omw� ��o�w ��mLLbpQ�Qa � mZw wzhz%a � 0 Z m'aa3kGo�d mg° O �O W=i Zt¢6y Wwnn3�a_��7ZQww �Fp U Q .m _ _ y .� Q _ LwO mw°vjU ui l�4wLLr�p;mal Q°z Q:nO P �CIm mm Y) V)N Nm N,7 i7F N: ' ' mmf� mm vCI m P Pm m�mm n m Obbb ,6� i66,6 %Nin- � NinNu, � N N Ncq N li Ili N' N N N N N N m,d .- louimmm n v b 'aN' m r n m m m P m `n' ''T.a min 'a,^gym e( i•, iaPin m ri uiv vri mn.d• ai mn: vi ui oi,.i 16 414b b7;mbi3bbo' n ^bb Sbbbb'vt bN;n .-�^. vi m,d vi ruimaui ro.d ,v ui P: oimn NNIn NN H hN' i/1 h Nh N hYl M h N N ^N N N ` N N N N' N N N N mm mm mmmm i•1 ip I� iV VI i'- P ' is l•J ip P n I� P b r ' m W hYl t7 m mPnf 171 m nmYI PCI ' �,mhmb•�i'a,b bi-e- mb'maN- � OObbfa OObb' NiN�;-� b bb bb b bi•12Nb m-- m---- N h N in h N in in ' N N m in N h in .N ^N NDN NNN ----- ----- >100- N mop mm -mm u W s � s o3a ops w�; x o NOO ONOO MO -1 LOti! 110-1n -6921 l orGmir j�aQiry 0i0^ImOM1 0N0im7 mPmbiInpG m'OmlnV --nbaiDt y1bmvm��,�6,mvn6 nrmmOr`mO_mC, fmbmmPn '•Nm �q 14 N1� 1�uLif2 Nm.:�b--- �m�m rm � U hbr �0m� i7N1�I� V � N' NK1�Gt� 7m a :- is b mmn on bio io b.- bF-eq do ��ZNbbb rnbbbbbbbbo`a,bbbbb obbb z pU U m .dim ui ^Nin muiev ^ 'min ui �Ui �.d �ni�m N i U N N in N N '`NV N r r r V, •N-' .N-- N iA N Yl in N N � N h Nin N^^ .N_ .N_ �- p c�o b:- � m hmNt'a bcinmin �a'N r brnbi�.- .m- mai 6.dm' bia _qmm"O• iOa w binb�o bbb main mbb la vn vi wi vo bbbbi•, ui id ,d ui� �Z166 lbd.6 bbbbbbbbbbb obbbob6 a p .- N U in iaNinN N _ Minh N'N'N N NN N N min N_ cl _ in m Nin o 6 J K w U � U ry m W- N • h n O Y 2 m W U 2 � O O o w° U � Fm- til W~ O = wa X ra¢ A F A n s g D o E z e o z a o z_ x 3 i x a i x o ¢ \ _u m O iF 1F P U 2 lonaas 151%3 3132fONOO P �CIm mm Y) V)N Nm N,7 i7F N: ' ' mmf� mm vCI m P Pm m�mm n m Obbb ,6� i66,6 %Nin- � NinNu, � N N Ncq N li Ili N' N N N N N N m,d .- louimmm n v b 'aN' m r n m m m P m `n' ''T.a min 'a,^gym e( i•, iaPin m ri uiv vri mn.d• ai mn: vi ui oi,.i 16 414b b7;mbi3bbo' n ^bb Sbbbb'vt bN;n .-�^. vi m,d vi ruimaui ro.d ,v ui P: oimn NNIn NN H hN' i/1 h Nh N hYl M h N N ^N N N ` N N N N' N N N N mm mm mmmm i•1 ip I� iV VI i'- P ' is l•J ip P n I� P b r ' m W hYl t7 m mPnf 171 m nmYI PCI ' �,mhmb•�i'a,b bi-e- mb'maN- � OObbfa OObb' NiN�;-� b bb bb b bi•12Nb m-- m---- N h N in h N in in ' N N m in N h in .N ^N NDN NNN ----- ----- >100- N mop mm -mm u W s � s o3a ops w�; x o NOO ONOO MO -1 LOti! 110-1n -6921 O7 : 5896#-'NOIIVZIUGH-LnV�O 31VOULLU3O lVAOdddV 3OIM91VdS VONO'lj 10LL"�'stla'J tl10 uY0f""' "1 r -I S anasu.msaswsrr,sm.ummumsa+sum Ga WOO"JNITJ33NI0 N381d'MMM S13NVd WilO1S uallso sso'�rwsa.sow ssxwwss.'snaurr7aly_ O $ 3a nanwn rxrm a.u7ssm swmm Z9BZ-tee 49S) �XVd 86sZ-teE (Lss) 13315 0373NVAlV9 e6bZ 9 e6ZZ srowwswa snmralao-nwwa�auo+rn�sorr ra'aunswla is.nw numauw wnixavnoasws w O LEVEE 'I�'NOl`d23 `d009 Z886-ZT/ (195) - U7- AVN1HOIH 31X10 H17jON tbbb 606EE ld 'HOV39 WIVd lS3M ° O OVOd VNNOO OOST o _ N i � e� S2133NI�JN3 JNIl�f1SN00 - - >Y SNI"3'd '00aVNN39 'I SINViid sd:� nHS NdDIdDVJ ' `I1d ;aeJ^s a>d io 3nss11wl u� ..,...., ... ...,,...,.... $ O a w s? O aF w °A FN �ZWW �o �o�� rcL �darcaLLo°21 U�l �Rw� mw 4 m �w§�a3�-gL �ti ^w3pLLwttm a 6 w,n wiz r F wQ°DO-VO� W �a H Mpu 3 X,. 0��il2a4$ t)�pwLL Ix u I-zit;s,u dais cuWiau� 6D1p��y C1} ylN NJ�CmLL�U W =.'t w mwZub3as��i�°Um Omw��I9D"�°$aid§g`> Z "�aakG�B�a m ��W�QNrcy�w�� QLD".W °�ZW I HIWt P"-Z23im J m m NWFO�O as I'D 2-��y�J oQn�e�7 <waQp�3Wi myu Z zy3m4 w:s Wm�Qu 2W2 I=-3�OO8�LIyl�1^zWp�7 Q �p Wmp'FO j 3�F�UU3�LLLL= y rl 0 m y P < ^NWPY�On miG o mWa Wbms W i. r Z. b LIS N N AW ;& NP In H H v 'd 'd mN ri blWb�'E. oo�n fhzNof`- Nbms T 6m m � m 16m6c ^T 6in6 NNW W W WNNNN NNN G-4- ''^mmmmm or C- i•1 mnA � W r mm r of Y t7 b P r) � o i0 P N m t�•1 �- W m N � N bl M V' N z a 1 0�0 iriv�mme�e tdri mr emmtrid W h W W N N W W W W ry W W N W n N1.4 N NtOb r •N -N w. tC N t•1 i01�1V Ul mr �P[ry it ip P �-'•T 1�OIM1 YG�i�in m m ul Ul rl ��01m � h vM N •'�., OI 01m rmN Prl A G N o l` N O i1 YI a0 r' N iO lO rH td m V m M r1 ^ N P rl 50O 0inO55b Ri`a m;-,b'o. Ta000bbinrvW ee e`ld ui :O 1O ' ry cm mlc m mm mm.cm <' � W. WWW W W W W W W W W W W W W W W W W inW N -.N-N^N - zN--.N-NN mm tri NO A.-mNO Nr NO rl r O rl Y P m r 1's Q P P P m r M P P m r to P P vI r S I � W d ow wa 3zu Om aOON O^ 4¢ r O$ a W (7 • L �^ ONOO MO -110H .�olln4y' u+allowV U ivPo •ale Prl nl a7 bN <OI � r D W �U N' yy tti vi ui nic vimIn bin oP I�sc vi ui I, ZN ObObG b OGbN 0051 i•I it) 1p Oi�OO zocJlo�e��lu�mld^v;ev;�Noa;mmr 0 co be 500 b0 Yl`��G m bt b^D tl•m-' ^of 0 O tG tG [d t0 t0 m'�bm UU y w U hmm W W W mmmiry N N-- W W mv] N -- i0 'O i�OO - m m m r (] N mNNN NN�N W _ 4 ci_ mYSN _ WWW Ni[I t 2 m &, W U) 0 �U;-.�; �:- in ro join rui �cdr evi viori vi a w O 0 z Z pU mm sd eui ro to ssi ldP mm sa sn P m2 o2 aU w y O66 .- Ell W N N iry W W W W W .- W N .- V U �f �2 �2 �2 �2 ofr U omrl6 vi oem o m scv -o�W ui�crs 1O dsn bbbobs bivnoy.o ua f. ino :-io in ism z Z 0u o 0 o c o tc tri Z vi to 0 0 0 0 ^sd meso 0 o c c o ui e�ni u; - 0 0 0 W �sri� vo a m U NN'^s'! •- NYl W _ W zN-N U mhinNm N_ N_ •N_' N tV .N-' N lV ^ iry iryh N _ _ tV hY]N W W ^ ' l N G a�N� arsPv NO � •-mN0 vPmrsn rl mN0 vvm M NO nvv ° eio ;-, N G IS ^ 0Oi�0� tG b Q 1•i C o5o0W td b b �Z oo00i�b00ob0o0occ0000500 IO m � O o tyil R' W - m m 7n • U W C7 W y p d G` Ws -1 may- �u ez� m a} xO >, O xa iF xaa... Q~ O d 17 P O� r O° a 3 'L7ntl15 '191X3 OOOM s? O aF w °A FN �ZWW �o �o�� rcL �darcaLLo°21 U�l �Rw� mw 4 m �w§�a3�-gL �ti ^w3pLLwttm a 6 w,n wiz r F wQ°DO-VO� W �a H Mpu 3 X,. 0��il2a4$ t)�pwLL Ix u I-zit;s,u dais cuWiau� 6D1p��y C1} ylN NJ�CmLL�U W =.'t w mwZub3as��i�°Um Omw��I9D"�°$aid§g`> Z "�aakG�B�a m ��W�QNrcy�w�� QLD".W °�ZW I HIWt P"-Z23im J m m NWFO�O as I'D 2-��y�J oQn�e�7 <waQp�3Wi myu Z zy3m4 w:s Wm�Qu 2W2 I=-3�OO8�LIyl�1^zWp�7 Q �p Wmp'FO j 3�F�UU3�LLLL= y rl 0 m y P < ^NWPY�On miG o mWa Wbms W i. r Z. b LIS N N AW ;& NP In H H v 'd 'd mN ri blWb�'E. oo�n fhzNof`- Nbms T 6m m � m 16m6c ^T 6in6 NNW W W WNNNN NNN G-4- ''^mmmmm or C- i•1 mnA � W r mm r of Y t7 b P r) � o i0 P N m t�•1 �- W m N � N bl M V' N z a 1 0�0 iriv�mme�e tdri mr emmtrid W h W W N N W W W W ry W W N W n N1.4 N NtOb r •N -N w. tC N t•1 i01�1V Ul mr �P[ry it ip P �-'•T 1�OIM1 YG�i�in m m ul Ul rl ��01m � h vM N •'�., OI 01m rmN Prl A G N o l` N O i1 YI a0 r' N iO lO rH td m V m M r1 ^ N P rl 50O 0inO55b Ri`a m;-,b'o. Ta000bbinrvW ee e`ld ui :O 1O ' ry cm mlc m mm mm.cm <' � W. WWW W W W W W W W W W W W W W W W W inW N -.N-N^N - zN--.N-NN mm tri NO A.-mNO Nr NO rl r O rl Y P m r 1's Q P P P m r M P P m r to P P vI r S I � W d ow wa 3zu Om aOON O^ 4¢ r O$ a W (7 • L �^ ONOO MO -110H .�olln4y' u+allowV U N P 6 i P r) nm bN <OI nf• iU td t]im nLLI iV � W n �O rw �inm � v ovri - a�In iN in � 'cd tcn bin oP I�sc vi ui yic i-i?'�m` �ml: s: ui ��oimm j Z iu 1" in is W 00000 0 `ao `m :- 0 co be 500 b0 Yl`��G m bt b^D tl•m-' ^of 0 O tG tG [d t0 t0 m'�bm UU t m J (] N mNNN NN�N W _ 4 ci_ mYSN _ WWW Ni[I t 2 m &, W i U W C� r eviv �-Omi mip isi G ^Nt�M of ltimm Y mj�01`.l '^�aira NP�� ( m 7� 011-U YhiD i1 W � OOION W 'a' V'N i0 m Z9 &! FNYb O66 l TTrl m wmmri Jz Z Docs io00oo0b b0bbua 0005500000 pU U mm -cc n n u --IIl o i t---r ----- v c e Jy Nin WYIW W Will W W in i(lNN W NNW W W WNNN l U NN'^s'! •- Nr^ ' •- NeN-N reN-.N-r��.N-.N-.N-r e- •- zN-N P VV m n oq?_ Omnm OOiO m W _y �.N- gni O W 51'.l� �2^R i m O Ip is ins tti t2 O G.-G� iO p> ars U �- r [V m n h bobs iia:- tG lU N P O^ eio ;-, N G IS ^ 0Oi�0� tG b Q 1•i C o5o0W td b b �Z oo00i�b00ob0o0occ0000500 <pU �m�^vi m m m tcm^t9 l m ' 'd m etc e um ld tcm^ Win WitlhmWW WWin NV]usW W WW WW Win in WW O d 17 P O� r rN7 P O h r 1N•1 P V N C'l P O �(1 �� P T N� J m Z w H U W - W N O z i m QY U W U m h U W�I;1 f• U W L (Oj 0z IL 7r 6 mo E3 NO a lonals 313HONOD Ls1a s? O aF w °A FN �ZWW �o �o�� rcL �darcaLLo°21 U�l �Rw� mw 4 m �w§�a3�-gL �ti ^w3pLLwttm a 6 w,n wiz r F wQ°DO-VO� W �a H Mpu 3 X,. 0��il2a4$ t)�pwLL Ix u I-zit;s,u dais cuWiau� 6D1p��y C1} ylN NJ�CmLL�U W =.'t w mwZub3as��i�°Um Omw��I9D"�°$aid§g`> Z "�aakG�B�a m ��W�QNrcy�w�� QLD".W °�ZW I HIWt P"-Z23im J m m NWFO�O as I'D 2-��y�J oQn�e�7 <waQp�3Wi myu Z zy3m4 w:s Wm�Qu 2W2 I=-3�OO8�LIyl�1^zWp�7 Q �p Wmp'FO j 3�F�UU3�LLLL= y rl 0 m y P < ^NWPY�On miG o mWa Wbms W i. r Z. b LIS N N AW ;& NP In H H v 'd 'd mN ri blWb�'E. oo�n fhzNof`- Nbms T 6m m � m 16m6c ^T 6in6 NNW W W WNNNN NNN G-4- ''^mmmmm or C- i•1 mnA � W r mm r of Y t7 b P r) � o i0 P N m t�•1 �- W m N � N bl M V' N z a 1 0�0 iriv�mme�e tdri mr emmtrid W h W W N N W W W W ry W W N W n N1.4 N NtOb r •N -N w. tC N t•1 i01�1V Ul mr �P[ry it ip P �-'•T 1�OIM1 YG�i�in m m ul Ul rl ��01m � h vM N •'�., OI 01m rmN Prl A G N o l` N O i1 YI a0 r' N iO lO rH td m V m M r1 ^ N P rl 50O 0inO55b Ri`a m;-,b'o. Ta000bbinrvW ee e`ld ui :O 1O ' ry cm mlc m mm mm.cm <' � W. WWW W W W W W W W W W W W W W W W W inW N -.N-N^N - zN--.N-NN mm tri NO A.-mNO Nr NO rl r O rl Y P m r 1's Q P P P m r M P P m r to P P vI r S I � W d ow wa 3zu Om aOON O^ 4¢ r O$ a W (7 • L �^ ONOO MO -110H .�olln4y' u+allowV SH96p INOIlVZIHOHIlltl do 3ltlOIdLL830 IVAOliddV 30SM31V1S VCINC-w an43llnui�saY3ln um�moa SlW alsOxlWM �Pe N00'EJN1d33N1VNaS13'MMM Sl3NVd Wi)O1S O 0 Z9HZ-L6c (L99):XVd 9HBZ-L6E (495) 13315 03 ZSNVnIV`J e6gZ 9 e6ZZ vwra msau O f� L£q££ M'N01vM f " e886-ZTL (T9S) - U) AHHO1H IH 31X10 lil HON Lg4Y — - 0 a 60KE ld 'HOV38 W1Vd 1S3M u S2193NISN3 JNi L-inSNOO OVO)i VNNOO 0051 N c ga �� 'ONI"3'd'OMiVNN38'1NNV8_A sdD i i nHS NVDI2i]Wd -nd saen4 alj 10 jnsslWa �E Ln a w • U N N M o l N P N a 7 G iv b r m N tj h>U U �mmfn in mFl YV Ph'P`,m'vn � a 1� in DI in q i0 N in zzN oZ b00bin bb 0 bOb iT� lo�n�0 lOnNNV s N hhN fn VI fn fn6 ^ O' in ul N- ^.N-.N-ni 6 mn SON Z 0 t` td h d' N h P P m 0iOarn] oNm4f h Y Q m m o a..l oarv�-;,1 'v,mm�� oi. oin :-n ail Kl acs in w O z O b 0 0 0 G 0 0 b m b b b b 0 in N 1� T i1 Q2¢ U p W yay aD W Nh .,n-' A h , P' iN O.nAInP U^ r 0 = ] <OU FU =N Ob Tfn CI vi ui^Po C OOGO ui ua 6660.d U orcin ins �.d ui .-b'v �uinui P N :n nus P� O a. G OG OT O N MQm Nfn l�illO �fn iONan a � z bobbb bbobb bbbbb bboi�ia az 0 V sn m ui ui 42 .- ui ui ui ui ui .- .- s2 ui ui ui ui ui ui^^o a U 2��ai �C's�2 b a «2 o o_ in r'p000 fn J ° w n w 3 O w - ❑ N L dz LL g 3 Ow ui ui ui ui ui ui o ui a v z x w 1 x$ x x a 0 o N P Nin vl ul in h 'cl 10nals 1SI%3 OOOM W W qnl�§ w mwi 3X°7 'i 'a iUf �� >•� 4LL�wUa a3YW � Qp 3�O LZU,Z1 F� m43rWS 086 % LLp uir N�W�O w,. 7000°aLL 2 Oo wwWIV @° JIW�II UW X. S��xW �'L� ou wo�a°U�p3u oWllQyyWx Qp U V �WFQ J1� WW=U DU ZZ aZ i as OL��,nn�nd JI uWFO W z < M -N Q(�W JSIC pOWp�� L~ �x cO �Wwyw "-oCw ZOZ p�Wya�pZ Sa j41 'drQ=UWNJIC SZ O IL GG VQQpm ��u'i��4'��kg� IaIa$�� Z 'na Zlj_G� W4f p� UWd N W 3 Q 2 4naj[ �6 W U3U u �7 z24'W 41 ��i�b aLLm9m�(z_�� U �Jarc ou�w ? p�=��LL3ai�wu Z zm�w w J �d��Lp pP O'n •Wy '��LL'"OOVm of�0=7�.—_ P rl rI O V tl n b .h YI CI M F4 6 N� in � b Nin' l Nine 1^I N ui .d ui ui ui ui �3 �n it i7 m%1 Nin r�-h i7 n < rl .� b P NI I III U) id < Yf P dl a7 �QaiMN a7 r m iV Y fV iV 6M OOi 0� 000 Y'm "�v O b 00 b Q lnb�'m sd �d �drui ul 'sc lu sti sdv P^ai 'iri fn in N N fn N t. Zn a v z N • in ill N r -.N-.N--.n - -—- -- -- �.N- r r r Ili 1n b b m,v vi 'M �,-, 'ui hv.n � 'ui n6� rn'm l�iV w �ry_G Ornnm �'':Ob ipvlPrl M1wwv ni: ua 0b oOfn bob O I�iV m. -o l000Ob bbi�iv _ � ._ .d N b .d b ' .O N_ O m m .d •n N .d V) .d N .n N in ul NZn in us SnusNus' Tn`vl 'us 61 N6 .N --r ��eN- Nr.N- NN N^^NN N -.N -.N - 'N ,d Y P VNl O� P P r m< Y h O rl Y V N 10+ Cmf P P N o S Z r U W � O W o� u�oN ww m.n V U N OlB ONOO MOl10H slued ..YL'ZZ 1000-Sf'V-90114ar 50021(96) --iii 4s.-Y.ry IIVlcalu I.4 W d , ul'j U � 'vl iv b r m in i. n in � a 1� in DI in q i0 N in bm (OM lOnNNV aNDa��Z UYZ 0 :tB-o-nO nuGP 4tmY71 tn' 0iOarn] oNm4f L UUU NNNNf.Pn-im.�n--N;^ 1 Nbg h bNN N Ili i'NQnn rNn0riNCPnl fbn1Ond iON.Vnd- i.bOmnd ^ N .V NlbwirTl b0w�W NbNbOmin NNC cq .N-. (V Z V N C n in m• V fn m in O t r P 6. p W yay aD W Nh _ b-alo r .L t^^Ot` , P' iN O.nAInP m�C mA tG ^ry^ W 0 = ] <OU FU =N Ob Tfn CI vi ui^Po C OOGO ui ua 6660.d b OGOfp a uiM 00000 ui6.60 %CbOO ui ui...d N U - in - Nin Yf i!I of in N N fn h fn N fn N h N fn N N fn m� v, ins b om io ;n binbb o in in ins bb�bF 'om 2��ai v^ b a �'j�� A b GOi 1�(n n �yb"OOF in r'p000 fn Z bbe bb bbbbb0obbb bbbbb dz p U e va ui ui ui _ ui ui ui e _ ui ui ui ui ui ui o ui a U ' ' ^ – N Nin vl ul in h _ N N I ¢O am v v,.1 n cv urvi `vIPPUNs�'�s vv,Nn P v,rrvi� O W O o �OU (((pg�� mY V w W mNo [JIj4 W U 0 U •� r `2E1b" W W a �aR h voz 3: z, ,h _ Z Z^ x O 2 'lOnntS '151%3 3132lONOO W W qnl�§ w mwi 3X°7 'i 'a iUf �� >•� 4LL�wUa a3YW � Qp 3�O LZU,Z1 F� m43rWS 086 % LLp uir N�W�O w,. 7000°aLL 2 Oo wwWIV @° JIW�II UW X. S��xW �'L� ou wo�a°U�p3u oWllQyyWx Qp U V �WFQ J1� WW=U DU ZZ aZ i as OL��,nn�nd JI uWFO W z < M -N Q(�W JSIC pOWp�� L~ �x cO �Wwyw "-oCw ZOZ p�Wya�pZ Sa j41 'drQ=UWNJIC SZ O IL GG VQQpm ��u'i��4'��kg� IaIa$�� Z 'na Zlj_G� W4f p� UWd N W 3 Q 2 4naj[ �6 W U3U u �7 z24'W 41 ��i�b aLLm9m�(z_�� U �Jarc ou�w ? p�=��LL3ai�wu Z zm�w w J �d��Lp pP O'n •Wy '��LL'"OOVm of�0=7�.—_ P rl rI O V tl n b .h YI CI M F4 6 N� in � b Nin' l Nine 1^I N ui .d ui ui ui ui �3 �n it i7 m%1 Nin r�-h i7 n < rl .� b P NI I III U) id < Yf P dl a7 �QaiMN a7 r m iV Y fV iV 6M OOi 0� 000 Y'm "�v O b 00 b Q lnb�'m sd �d �drui ul 'sc lu sti sdv P^ai 'iri fn in N N fn N t. Zn a v z N • in ill N r -.N-.N--.n - -—- -- -- �.N- r r r Ili 1n b b m,v vi 'M �,-, 'ui hv.n � 'ui n6� rn'm l�iV w �ry_G Ornnm �'':Ob ipvlPrl M1wwv ni: ua 0b oOfn bob O I�iV m. -o l000Ob bbi�iv _ � ._ .d N b .d b ' .O N_ O m m .d •n N .d V) .d N .n N in ul NZn in us SnusNus' Tn`vl 'us 61 N6 .N --r ��eN- Nr.N- NN N^^NN N -.N -.N - 'N ,d Y P VNl O� P P r m< Y h O rl Y V N 10+ Cmf P P N o S Z r U W � O W o� u�oN ww m.n V U N OlB ONOO MOl10H slued ..YL'ZZ 1000-Sf'V-90114ar 50021(96) --iii 4s.-Y.ry IIVlcalu I.4 W d , ul'j