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Permit 1270 Ocean Blvd (vault) JOB ADDRESS / �d PROPERTY OWNER PERMIT NUMBER ✓ JJ qUl') DATE 17 INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP INSULATION FINAL BUILDING - - CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# /6 7 7 Cl INSPECTIONS ROUGH FINAL l MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERMIT# 7 0 INSPECTIONS ROUGH/UNDER SLABk Z(6- TOPOUT WATERISEWER FINAL � s / -zNOTES: �66,E O '76 9 763 5-12 41F 3 fL-Q tea; � � r �tell� � � , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027023 Date 10/06/03 Property Address . . . . . . 1270 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL SEWER/HOLDING TK Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- --- - - ----- ---- - - - - -- -- -- - --- - -- - -- - --- FERGUSON STEEL PLUMBING CO. , INC. 1270 OCEAN BLVD. 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ------------------------------- ------- ---------- -------- --- - -- -------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 49 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ ---- Permit Fee Total 49 . 00 49 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 49 . 00 49 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Is APPLICATION FOR PLUMBING PERMIT r s 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 Job Location: _ '_/ � Owner of Property: Telephone: Plumbing Contractor: �- Contractor Address: State License Number: ����.371 G Telephonep�Y-521� How many of the following fixtures: ❑ New or ❑ Re-Piped SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS _SEWER WATER RE-PIPE(L/IIST FIXTURES BEING REPIPED) OTHER Minimum Minimum Permit Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = Signature of Owner: r Signature of Contractor: Installation of plumbing and aures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 JOB ADDRESS I;70 TYPE WOIU � � 39f�390 PROPERTY OWNER � , �e / yo �t',�o�n � ,, TELEPHONE c2 ,-11 - 71,00 ei , JJ Al r. FL CONnuCT'OR Gt�C.- �• x a�: C� _TELEPHONE 7 2 7-&030 P.ERWT'NUMBER I9/V 7 DATE BVSPEC77ONS.• FOOT IVG SLAB TIEBEAM LINML NAILING/SHE,4=G FRAAdTVG/C0VER UP / G .nvsu AT roN 4/11oe FLVAL BUH.DEV S- 3-o cERTInCATE OF OCCUPANCY 3-o F.LEC7WC4L PEIRMM / R / &-7 -?'/� / (0 40 BVSPEC 7ONS BOUGH r 0 FBVAL , 3 -00 AHCUANICAL PERAdM 1��2 7,3 INSPECT IONS ROUGH ll rl'o FBVAL 5-'3-o PLUAMEVG PERMIT'# / l/ /D3 LVSPECT7ONS ROUG.M/UIVDER SLAB�J T'OPOUT WATER4EA'ER FINAL S-3-an NOTES- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029813 Date 3/02/05 Property Address . . . . . . 1270 OCEAN BLVD Tenant nbr, name . . . . . . TREE REMOVAL PERMIT Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ---- - ------ ------ ------- FERGUSON, KRISTIN & ANDREW D.L. DAVIS CONSTRUCTION CO. 1270 OCEAN BLVD. 1908 FIRST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 465-2222 ------------------- ------------ -------------- ---------------- --------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/02/05 Valuation . . . . 0 Expiration Date . . 8/29/05 ------------------------------------------------------- --------------------- Special Notes and Comments APPROVED TO REMOVE A 10" MAGNOLIA WITH NO MITIGATION AND TO RELOCATE 9 PALMS ON SITE WITH NO MITIGATION. THERE IS ONE 3011OAK THAT IS A SPECIMAN TREE AND IS "PROTECTED" , ANY TRIMMING, PRUNING, CUTTING OR ENDANGER TO ROOT SYSTEM MUST BE PERMITTED THRU BOARD. Fee summary Charged Paid Credited Due ----------------- ------- --- -- -------- ------ ---- -- ------- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL / Wye `K � S I✓�ySJf f�v' .- CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7)copies and received by 5:00 p.m. on the Friday ten (10)days` Dr*otto the scheduled meeting in order to be placed on the agenda. Cj INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. Applicants X Name: KY 1 s­i in -, A In VL Ill,) V QvI (Address: a'4/� �.V Telephone#: d 1 L; 14 1 Address or Legal Description VV I V11-A i V C-t� Of Tree Removal Site (If legal description,list closest cross street r Reason for Proposed S I L� i f A M��� 1�I�\,�✓ - Tree Removal tmos yq AN� Cl _ pL trrVIS 11i� S) Has this site been to the Tree Board Before? (Circle) YES NO NOT SURE Please provide the following information: SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilities and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height(D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an"X". e. Location, species and size of all trees to be preserved on-site for replacement must be marked with brackets"[]". f. Location, species and size of any proposed new replacement trees marked with a circle"O". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST BE MARKED ON-SITE BY RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road•Atlantic Beach,FL 32233-5445 Phone:(904)247-5800- Fax:(904)247-5854•www.coab.us Page 1 of 4 Revised 11104 MCC KEVIN E "1..d..L I CRN PH JE ND. : 904 745 5569 Feb. 09 2005 �:06f'M P2 r14. Fd V .. ' i th1rl 40 lK br, G� �sf r._ it _.._.._...... �...._.. ..�.. ...ILf! .._...,..._ .._.._ .. Alow ._..�..� .._.._.._...� i 36\ i i i -17 i 1 ! 1 MlOL on" ! i i i I 1N j/ / I i i I t � • I .Map Output Page 1 of 1 JAXGIS Property Information r, r ''r 1421 1180 1386 i `a fi$ 1355 1251 1320 ,I is 1250 1345 1300 1225 it iI 1, 1305 7 1220 t 1270 iA 171911 0000 1215 1220 353 1202 319 360 30 31:Ap - . i i 150" 1A6 110 _ 64 110 306 314 350 352 336 320 Copyright JC)2=City of Jwksonvilk F1 0 E* ame Address Total Acres Plat ap Legal Descriptions lood and Use Zoning NT Value ook anel one 1215 3-4 16-2S-29E of in 171911 000 ERGUSO ELVR MARINA CR 0329 .4499999880 58 2 ELVA MARINA UNIT NO 1 Flood NDREW J OT 26,51/2 LOT 27 BLK 1 One 2233 http://maps.coj.net/VvrEBSITE/DuvalMAps/toolbar.asp 2/9/2005 MAP SHOWING BOUNDARY SURVEY OF LOT 26 AND THE SOUTH 1/2 OF LOT 27, BLOCK 1, SELVA MARINA UNIT NO. 1 AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERMED TO: ANDREW J. FERGUSON AND KRISTIN A. FERGUSON STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. LOT 23 BLOCK 1 LOT 24 LOT 22 BLOCK 1 BLOCK 1 x S 06'18'00" E 42.50' (PLAT) S 06'18'00" E 85.00' (PLAT) ` I S 06'26'02" E 127.67' (MEASURED) FOUND 1/2" IRON PIPE I FOUND 1/2' IRON PIPE FOUND 1/2" IRON PIPE NO IDENTIFICATION 00' 0.2' NO IDENTIFICATION NO IDENTIFICATION �- S 06'18'00' E 0.1' { { 42.50' (PLAT) 2.7' ( ) { x ll { LOT 26 { I THE SOUTH { BLOCK 1 HALF OF LOT 27 { PLANTER { x BLOCK 1 { 27.2 Z I STEPS { 00 z L4AIR 11.3• Jo W CO 00 x CONDITIONERf__ �,�, W PAD ONE STORY n�i y 14.0' MASONRY 4.1 2a.9' N N O Z o W ar z { POSTED # 1215 o O o CD P # # p N { FT1 m •,,D NO D THE NORTH m{ a COVERED LOT 25 m { HALF OF ENTRY -� BLOCK t { LOT 27 Q P 5.6' 23.6' � LOT 28 - BLOCK 1 -I -4 25.1' Co BLOCK lo { p O { MASONRY W p p O o{ PLANTER O C DD v{ v N D C/) 4 {J 0 c m - .. - - m 0 35' SUILOING RESTRICTION LINE d POST N 06'18'00" w { R=195.57 _ _ 42.50' (PLAT) L-21.10' _ _ .w _FOUND V-CUT IL, POINT OF TANGENCY FOUN IN CONCRETE FOUND 1/a' RESAR NOOD/2 IRON PIPE NO IDENTIFICATION IDENTIFICATION N 06'25'50" W 107.53' MEASURED N 02.52'24" W 19,97' ( ) (CHORD),(MEASURED) N 06'18'00" W N 06'18'00" W N 03'12'33' W 20.03' 42.50' (PLAT) 65.00' (PLAT) (CHORD)(PLAT) SELVA MARINA CIRCLE (EAST LANE PER PLAT) (90.0' RIGHT OF WAY) NOTES: ACCEPTED BY: LEGEND: R = RADIUS —x— = FENCE L = LENGTH O = CONCRETE NOTES: REVISIONS 1, BEARINGS ARE BASED ON THE PLAT BEARING OF --------------S83*42'00' W - ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. T- TENDED PAGE 1 . 1 PLAT S 83.42'00" W REVISIONS 1. BEARr>)fS ARE BASED ON THE ---- BEARING OF _______________ ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE DESCRIPTION 2 BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE __ X----. AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL -__0001-D, 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB y 23907 1 DATE OF FIELD SURVEY: 04-01-04 DATE OF ISSUE: 04-05-04 SCALE: 1" = 30' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville, Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDAf!DS AS SET FORTH BY THE FLORIDA (Phone) 904-389-5989 BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17-6. FLORIDA ADMINISTRATIVE CODE!pURSUA T TO 5 CTION 472.072. FLORIDA STATUTES (FaK) 904-389-6175 /���p �� {11114ill lit]111 ( p� CHARLES K. MC INTOSH LICENSED BUSINESS N 6702 REGISTERED SURVEYOR AND MAPPER N 5502 STATE OF FLORIDA LAND SURVEYS O CONSTRUCTION SURVEYS O SUBDIVISIONS LIST TREES PROPOSED FOR REMOVAL: '. DIAMETER OF TREES APPLICANT'S OFFICE USE SPECIES INTERIOR ZONE** EXTERIOR ZONE** COMMENTS ONLY 10�f \Ttwito CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: a. Plant new trees on sit b. Pay money into the Tree Fund at the current rate. c. .Protect(save)other trees that qualify and mark trees to be protected on site. d. List in the columns below by diameter inches, for your choice of mitigation or replacement trees by inches. DIAMETER OF PLANT NEW PAY INTO TREE SPECIES TREE TREES FUND PROTECT I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE li, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. -n ► � A plicant's Signature � 19 Date Owner's Signature Date Tree Conservation Board Chair Date (*) Diameter at Breast Height(D.B.H.), is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. (**) Interior Zone: Outside the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). (**) Exterior Zone: Within the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). 800 Seminole Road Atlantic Beach, FL 32233-5445 Phone:(904)247-5800 Fax:(904)247-5854•www.coab.us Page 2 of 4 Revised 11/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028682 Date 7/16/04 Property Address . . . . . . 1270 OCEAN BLVD Tenant nbr, name . . . . . . REPLACE EXISTING HEAT PUM Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------ ------ FERGUSON, KRISTIN AIR SYSTEMS OF FLORIDA INC 1270 OCEAN BLVD. 2815 ST.JOHNS BLUFF ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 642-9700 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 67 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ---------- ---------- Permit Fee Total 67 . 00 67 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 67 . 00 67 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C � WILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II,III, and IV. I. Street Address: LOCATION OF Intersecting Streets:Between And BUILDING Sub-division Il. INDENTIFICATION—To be com feted by all applicants. 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 ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print AIR SYSTEMS OF FL Master Name of Property JIA) F Owner _QtjSd CAC058757 KENNETH ERIC CAVEND R Signature of Owner ff � Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. TyRr of heating fuel: B. 8' Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE _,NATURE Of;WORK INSTALLED Residential or _ Commercial (Provide complete list of compon this form) ❑ New Building Heat _Space _Reces �' �entr Floor � Existing Building Air Conditioning: Room en 60""'Replacement of existing system O Duct System: Material Thic n ❑ New Installation(No system previously installed) y ❑ Extension or add-on to existing system Maximum capacitycfin (3Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity zom ❑ Fire sprinklers- Number of heads THIS SPACE FOR OFFICE USE ONLY ClElevator: _ Manli$_Escalator (Number) (Received) El Gasoline pumps (Number) ❑ Tanks (Number) Remarks EI LPG containers (Number) O Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units esen tModel Num er Manufacturer Capacity Approving !� 02 Tons Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r?f Application Number . . . . . 05-00029813 Date 3/02/05 Property Address . . . . . . 1270 OCEAN BLVD Tenant nbr, name . . . . . . TREE REMOVAL PERMIT Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------------------- ---- ---- -- --- ------------- -- FERGUSON, KRISTIN & ANDREW D.L. DAVIS CONSTRUCTION CO. 1270 OCEAN BLVD. 1908 FIRST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-3641 (904) 465-2222 ------------------ ----------------------------------- ----------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/02/05 Valuation . . . . 0 Expiration Date . . 8/29/05 ------------------------------------------------ --- ---------- --- --------- Special Notes and Comments APPROVED TO REMOVE A 10" MAGNOLIA WITH NO MITIGATION AND TO RELOCATE 9 PALMS ON SITE WITH NO MITIGATION. THERE IS ONE 3011OAK THAT IS A SPECIMAN TREE AND IS "PROTECTED" , ANY TRIMMING, PRUNING, CUTTING OR ENDANGER TO ROOT SYSTEM MUST BE PERMITTED THRU BOARD. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ----- ---- - -------- -- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 09/21/1999 15:29 9042469506 FERGUSW PAGE 01 wawa- -... _Wvw'..�rw�r�.^•W�WMr•ruW�����WYw•Y+.rw ..:,rwrv...-wNUIMN,+'w.t..NlRr+v..ritRNn..•• ,�4 ' fSHO WMG BOUNDARY S UR F 75.0' C,"t 4,4—JO rl.4c:^ .'�y'N 3'Ir� AS SHOWN ON M41P 01'y AS RECORDED IN PLAT E3OOKWAGES_._.Ll OF THE PURUC RECORDS OF JUVAL COUIgT7; FLORIDA CERT7FIED FOR. A�J>7QC- �-1 J. S'-T'Ik) ,CE/?c7 L1SGiJ�7L(c//32 � 7.171E FK L) 4,,• l 6 a c N r7(:t_r_. r• -1 ,t --t -- +4t � I � a C30 l.•t 9,� 0V l"i 6r i . anc 0 L'�-- UZ.�O' �G15-A A-) 7HE PROPERTY SHOWN HLREON APPEARS TO LIE WI771/N FLOOO HAZARD ZONE _AS SCALED FROM FLOOD INSURANCE RA 7E' MAP--L FOR THE C/7?' OF Is FLORIDA, DA TEO a`T 7^ _ , AND lS SHOWN AS A COURTESY ONLY AND DOES NOT COI:'STl7U7L A CERT7FCA77ON OF SAME TRI-STA TE LAND S UR VEMORS, INC. 6411 ESA YMEADOWS WAY SUITE #2, JACKSON ALE, FLORIDA 32256 (904) 7,31-72,35 U."(WN0 s CCwC. Nom' • uttw cat THIS SURVEY DOES NOT REFLECT OR DETFRM/NC OWNERSHIP. r NOT VALID WITHOUT THE' SIGNATURE AND THE ORIGINAL RAISED SEAL. -x-rrNu' OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �CR0.s5 Cur Uk.;.. 00 )IN° NA5IRIG)lpN UNC Fs4r7 FASWrNr LARRY G. EDDY p.L.S. No. 414.4 rcYtrru Alta SCALE: g cr.Nrtxr),vf � _ Al(, AN CIN4f;lJjCMHC7 PAD 9EG/S7E)fE URVEYOR MAPPER, ,Rr ,vALruc, lliSIANc;'�' 7 N rr.1 D,q7�• � --.-�7_�7 STATE OR/DA (L if27) k FERGUSON RESIDENCE HVAC LOAD ANALYSIS for Wilson Construction Group 103 Century 21 Boulevard Jacksonville, FL 32216 I X H� jA�Ai`�AI, � FAC Was Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-19-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. - Ocean State Htg&A/C Ferguson Residence Neptune Beach,FL 32266-1798 8-19-99 Page 2 Project Summary Project: Ferguson Residence Company: Ocean State Heating &Air Conditioning Client: Wilson Construction Group Representative: Andy Bryan Address: 103 Century 21 Boulevard Address: 1476 Atlantic Boulevard City: Jacksonville, FL 32216 City: Neptune Beach, FL 32266 Phone: (904) 727-6030 Phone: (904)249-8251 Fax: (904) 727-6035 Fax: (904)249-8949 Design Data Project Name: Ferguson Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 512 CFM per square foot: 0.839 Square feet of room area: 610 Square feet per ton: 501.147 Building toads Total heating required with outside air: 10,874 Btuh 10.874 MBH Total sensible gain: 11,247 Btuh 87 % Total latent gain: 1,735 Btuh 13 % Total cooling required with outside air: 12,982 Btuh 1.082 Tons (based on sensible+ latent) 1.217 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,September 30,1999 RWAi C-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Ferguson Residence Neptune Beach,FL 32266-1798 8-19-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quart Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 93 3,035 0 6,592 6,592 12G Wall R-13 +3/4" ExtPoly Board(R-3.8) 801 2,346 0 1,283 1,283 16G Ceiling R-30 Insulation 610 906 0 906 906 Subtotals for structure: 1,504 6,287 0 8,781 8,781 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 517 0 1,022 1,022 Infiltration:Winter CFM: 82.3, Summer CFM: 36.6 93 4,070 1,275 844 2,119 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 11,247 Temperature Swing Multiplier: X1.00 Building Load Totals: 10,874 1,735 11,247 12,982 Check Figures Total Building Supply CFM: 512 CFM per square foot: 0.839 Square feet of room area: 610 Square feet per ton: 501.147 Building Loads Total heating required with outside air: 10,874 Btuh 10.874 MBH Total sensible gain: 11,247 Btuh 87 % Total latent gain: 1,735 Btuh 13 % Total cooling required with outside air: 12,982 Btuh 1.082 Tons (based on sensible+ latent) 1.217 Tons (based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,September 30,1999 RHVXC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&AIC Ferguson Residence Neptune Beach,FL 32266-1798 8-19-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 93 3,035 0 6,592 6,592 12G Wall R-13 + 3/4" ExtPoly Board(R-3.8) 801 2,346 0 1,283 1,283 16G Ceiling R-30 Insulation 610 906 0 906 906 Subtotals for structure: 1,504 6,287 0 8,781 8,781 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 517 0 1,022 1,022 Infiltration: Winter CFM: 82.3, Summer CFM: 36.6 93 4,070 1,275 844 2,119 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 11,247 Temperature Swing Multiplier: X1.00 System Load Totals: 10,874 1,735 11,247 12,982 Check Figures Supply CFM: 512 CFM per square foot: 0.839 Square feet of room area: 610 Square feet per ton: 501.147 System Loads Total heating required with outside air: 10,874 Btuh 10.874 MBH Total sensible gain: 11,247 Btuh 87 % Total latent gain: 1,735 Btuh 13 % Total cooling required with outside air: 12,982 Btuh 1.082 Tons (based on sensible+ latent) 1.217 Tons (based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,September 30,1999 RH%M-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. ' Ocean State Htg&A/C Ferguson Residence Neptune Beach,FL 32266-1798 8-19-99 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM --Zone 1-- 1 Master 90 1,750 23 0-0 0 1,654 192 75 1.25 94 75 WIC 2 Master 128 1,727 22 0-0 0 1,530 151 70 1.00 70 70 Bath 3 Master 264 5,478 71 0-0 0 6,283 1,200 286 1.05 300 286 Bedroom 4 Hall/Stair 128 1,919 25 0-0 0 1,780 192 81 1.25 101 81 S System 1 Totals 610 10,874 141 11,247 1,735 512 565 512 Main Trunk Size: 10x10 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.082 87%/13% 11,247 1,735 12,982 Recommended: 1.217 77%/23% 11,247 3,359 14,606 System#1 Equipment Data Heating System Cooling System I i i Thursday,September 30,1999 J b: 9- 1270 OCEAN-BLVD TI THIS DWG. PREPAR D BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N :T2 2x4 SP #i Dense: 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS/ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' 6' 7' W05(R) W4X) T T 12 0 6 p o rn W2X9(B 1) W2X9(B 1) e I �8'1"2 W3X4 W1.5X4 20' �2 20 2- 7' 7' i—_ 6' 7' 427# Rv-1521+# U-1000# W-3"B Rv-1521# U-1000# w-3"8 DES = T1 SEQ = 207956 PLA E-WAVE TPI95 TPI STD QTY= i PLIES- 1 TOTAL= 1 REV. 16.2e8 SCALE -0.3173 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP SC OL 10-0 PSF DRWG 0 A446 OR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CN10ND BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.-0 PSF 0/A LEN. 20 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER i SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TPI - i PLATE NAT A N F AT F TR T SPACING see above TYPE hips 1270 OCEAN BLVD T2 THIS DWG. PREPARED BY THE A P N J N R PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xd SP 02 N 110 MPH WIND. 15.00 FT MEAN HGT. SBCCI. , BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00,' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WAX5(R) W4X ;^ 12 W1.5X3 W1.5X3 ;^ 0 6 o c v m LZI W v W2X5(A S) 2X5(A1) 812 W3X7 W3XA 20' �2' 20. T 2• Rv-8600 U-600# W-3"B Rv-860# U-600# W-3"B PLVETPI95 TPI STD QTY= 1 PLIES- I TOTAL- 1 REV. 18.2e8 SCALE -02.31730 ATE-WA ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF *I MP OR T AN T)(3(SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND n I\ DEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE 0\\\\V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG O ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L D. 37.O PSF 0/A LEN. 20 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. ■--TP T S P AT T T T NAT A IGN SPE F AT F N T T SPACING 24.0" TYPE h1pS 1270 OCEAN BLVD T3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10' 10' — f W4X4 m i2 W1.5X3 W1.5X3 m v 6 v in UT m v W2X5(A 1) W2X5(A1) �8'1"2 W3X7 20' �--2 20 2 --{ Rv-860# U-600# W-3"B Rv-860# U-600# W-3"8 PLATE-WAVE TPI95 TPI (STD) QTY= 4 PLIES- 1 TOTAL- 4 REV. 16.2eB SCALE -0.3173 4 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF ()ATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.O PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TWP TAUS$AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 180 G ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 0/A LEN. 20 CONFORM N/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. a--TP - T ATINSTITUTE. NATIONAL NSPECIFICATIONf M T T SPACING 24.()" TYPE CORtn / s J 9— 1270 OCEAN V T4 THIS OWG._ PREPARED BY THE ALPINE N R PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP A2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED SLOG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP /3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.04. O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �---- 10' 10'0' W4X4 77 m 12 W3X4 W1.5X3 m c 6 p c in to m QJW2X4(A I) W2X4(AS) B'i"2 W3X7 W1.5X3 18'10" f-- 2- tv 20' 2 ---� Rv-907# U-650# W-3"B Rv-81211 U-5701 W-3"B PLATE—WAVE TPI95 TPI STO QTY= 3 PLIES- i TOTAL= 3 REV. 18.2eB SCALE= 0 31738 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPN. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RENEWALPINE CONCTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM IREMENTS. UNLESS OTHERWISE INDICATED, TOP E3C DL 10 .0 PSF DRWGRDA445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOSMALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 3 7 0 PSF 0/A LEN. 20 CONFORM W/APPLICABLE PROVISIONS OF NDS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. i •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. II ■--TP TR P AT T T T N NATI A S GN SP IF AT F qWOOD CWTRUCTION SPACING 24.0" TYPE Comn 1 Job: -2622) 1270 OCEAN BLVD T5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.81 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 01 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. #i HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. , A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24-W O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' -�- 9'2" }- 7' ---� TW6X4(R) W3X4 W6X4 R) m12 0 6 L�- o m n1 1Q W3X7(B i) W3X7(B 1) _ 20'2" 4 W3X4 HS2512 W3X4 23-2- �^2 23 2" —2- 9'2* 2 9'2" — —7- 427# Rv=1761# U-1330# W-3"8 Rv-1761# U-1330# W-3"8 PLATE-WAVE TPI95 TPI STD QTY= 2 PLIES= i TOTAL- 2 REV. 18.2e8 SCALE =0 28122 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF n� *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A445 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130. 130 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 0/A LEN. 230200 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRAtTOR. •--TP Tq P AT N T T T N 9 NAT A E N P F AT N F N N Tq T N SPACING see above TYPE hips 1270 AN QLV0 T6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 110 MPH WIND, 22.31 FT MEAN HGT, SBCCI, BUT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WINO BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00," O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �--- —9 5'2" 9 ---� W4X5(R) W4X T T 12 W1.5X3 W1.5X3 0 6 � o v v m v W2X5(Ai) W2X5(AS) _ 20'2"i W3X7 W3X4 W3X4 23'2" f---2' T 23'2" 2' --� Rv-977# U-780# W-3"8 Rv-9770 U-780# W-3'8 PLATE-WAVE TPI95 TPI STO QTY= 2 PLIES- 1 TOTAL- 2 REV. 1B.2e8 SCALE m-0.2812 6 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF O/A LEN. 230200 CONFORM W/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS II DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TP TR S AT NST T TE N 1 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING ITYPE hips 1270 A N BLVD T7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 110 MPH WINO. 22.81 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP A2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP /3 WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00," O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11' 11' W4X5(R) W4X5R) ;^ 12 W1.5X3 W1.5X3 ;^ 0 5 o in in m v W2X5(A1) W2X5(AS) _ 20'2"1 W3X4 W5X7 23'2" I--2 23'2" 2 ---{ Rv-977# U-780# W-3"8 Rv-977# U-780# W-3"8 ESC. = T7 SEQ = 207980 LATE-WAVE TPI95 TPI (STO) QTY= 2 PLIES= i TOTAL= 2 REV. i8.2eB SCALE =0.2812 ALPI ME NET PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O 10 .0 1 ALPINE CONNECTORS ARE MADE O' 20GA GALV. STEEL MEETING ASTM GUIiENENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS t0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF D/A LEN. 230200 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. w �1 TPI - TRUSS PLATE INSTITUTE.T NATIONAL DESIGN SPECIFICATION AT F W CONSTRUCTION 2 SPACING 4.0" TYPE h ipS i 9 1270 OCEAN BLVD TS THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PR GRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 110 MPH WINO, 22.95 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP /2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WINO TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00," O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 12 W1.5X3 W1.5X3 6 rn v W2X5(Ai) W2x5(Ai) 20'2"1 W3X4 W3X4 W3X4 .77 23'2" �--2 23'2" 2 —� Rv-977N U-780# W-3"8 Rv-977# U-78011 W-3"8 PLATE-WAVE TPI95 TPI STD QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2e8 SCALE -02.28 124 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOIIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANTM SHALL NOT BE RESPONSIBLE FDR ANr A R N I N G IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7•O PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1 O •O PSF DRWG A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LO. 37.0 PSF 0/A LEN. 230200 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL U07 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION COVTRACTOi. ---TP - T PLATE NATIONAL NSPECIFICATIONF i r SPACING 24.0" ITYPE comn 1 J -2622) 1270 OCEAN BLVD / EJ7 TH W . PREPARED BY THE ALPINE JOB DESIGNER PR RAM FR M TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.81 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP R2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP t2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. REACTION OF 154.97. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTI,GULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-15511 NAILED 23'9"2 m m 0 0 m 12 in 6 J W2X4 (A 1I QI 20'2"14 7'1"8 Rv-414N U-350* W-3"B Rv-6911 U-23011 NAILED PLATE-WAV 7TPI95 TPI STO QTY= 16 PLIES= i TOTAL= 16 REV. 18.2e8 SCALE =0.64478 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF n� *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND A )\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 i 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L D. 37.0 PSF D/A LEN. 7 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ■--TP - T AT INSTITUTE. NATIONAL DESIGNSPECIFICATIONF M CONSTRUCTION SPACING 24.0" ITYPE spec J — 1270 A N BLVDTHIS W PR PARED BY THE ALPINE JOB DESIGNER PR RAM FR M TRS MFR*S LAYOUT TOP CHORD 2x4 SP #2 N 110.MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM �. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. REACTION OF 96.74. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARtIOULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. i Rv-971 NAILED 10'7"6 Pn Po 0 0 N 12 N 6 L�- W2X4(AS) T 4 3 13-1-2 5'1"8 �--- 2' 5' Rv-350# U-290# W-3"8 Rv-43# U-180# NAILED P292 LATE-WAVE TPI95 TPI (STD) QTY= 12 PLIES= 1 TOTAL= 12 REV. 18.2e8 SCALE =0.8131 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNINGIN HANDLING. ERECTION AND n \ DEVIATION FRDN THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIiEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF T WP CONNECTORS PER DRAWINGS 130. 150 C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 0/A LEN. 5 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. w--7P - TRUSS PLATE INSTITUTE. NOS - 1991NATIONAL N SPECIFICATION FOR WOOD CONSTRUCTIONSPACING 24.0" TYPE spec 1 1270 OCEAN Q6VQ / J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PR RAM FR M TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT. SBCCI, BOT CHORD 2x4 SP i2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF. WINO BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. REACTION OF 24.37. _ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTIGULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. i Rv-24# NAILED 9'7"6 m m 0 0 12 6 L�- W2X4(A1) m v 8'1"2 3'1"8 �- --- 2' 3' Rv-301# U-280# W-3"8 Rv-16# U-180# NAILED DESy J SEQ a 207997 PLAE-WAV TPI95 TPI STD QTY- 12 PLIES- 1 TOTAL= 12 REV. 18.2e8 SCALE -1 . 1008 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-G1 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OIIiERENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG A445 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF 0/A LEN. 3 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TP - TRUSS PLATE INSTITUTE NAT A S N SP F AT F T T SPACING 2Q. " TYPE spec J - 1270 C AN BLVD / J1 THIS DWG. PREPARED BY_THE ALPINE DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -180# OCCURRED ON A DOT CHORD 2x4 SP #2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, �. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC DL - 5.0 PSF, WINO BC OL - 5.0 PSF. REACTION OF 443.50. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Tw2X4(Al) 8 7"6 m m o o � T m v12 6 8'1"2 �- 2 Rv-396# U-350# W-3"B Rv- 180lIi180,9ILMULED PLATE-WAVE TPI95 TPI STO QTY- 12 PLIES- 1 TOTAL- 12 REV. 18.2e8 SCALE -1.681601 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE TC LL 20 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF T WP CONNECTORS PER DRAWINGS 130. 160 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LO. 37.0 PSF 0/A LEN. 1 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. i .25 ONLY,IN ANO SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ­TPI T ATINSTITUTE. • 9 NATIONAL NSPECIFICATION-FOR CONSTRUCTION SPACING 24.0" TYPE Spec ( JO 9- 1270 EAN BLVD / J9 7' HJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP /2 N 110 MPH WIND, 21.82 FT MEAN HGT, SBCCI, BUT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, - WEBS 2x4 SP #3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM , THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 REACTION OF 311.23. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv--467# NAILED 47112'8"12 �23 "i ,Y) W 1.5X4 m 12 0 m 4.24 p m m W2X4(A!) vT 20' "14 1 W5X4 10'0"5 �- - 2'9"15 T 9'10"13 Rv--818# U-480# W-4"15 Rv--332# U-450# NAILED PLATE-WAVE 7' HJ TPI STD QTY= 6 PLIES= 1 TOTAL= 6 REV. 18.2e8 SCALE =0 58355 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE TC LL 20 .0 PSF REF (�2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AMY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/13/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10•0 PSF DRWG AAAB GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF T WP CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF 0/A LEN. 91013 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOA PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "--TP - TRUSS PLATE N T T i N NATIONAL DESIGN SPECIFICATIZ FDA Wo CONSTRUCTIONSPACING see above TYPE spec J C13 O Z Q Q CD W Z CU Z O CU O F- (O (n O CV Jn0 1 �-+ CU O Q13 .-+ Q Op-)Q V—O--1 U)Er M ::)(L L) m n rn I .A`P'P 11 T,C � Q Cm of �N Q n DNG ©FFiC� .N $UIL >m v Q) m J x wwa c >J L" w"JO � O Oz." W� ¢cn� rn N O InU<^ LO _3 ^i V O O RECEIVED a NOV 2 1999 City of Atlantic Beach Building and Zoning rn rn m a � 3 O 1- ti wm> "RAMING PLAN H a Y¢ TO SCALE w 0 T5 T6 a T7 L ri1 is Q cD N TA KT T3 Q N R� Date : 10/13/99 PAGE 1 HOLMES LUMBER COMPANY TRUSS DIVISION JACKSONVILLE JOB #: 9-2622F Salesman: JOE CARTER Plan # : WILSON Elevation: Pitch: 6/12 Customer: TRUSS DEPOSIT ACCOUNT Job Name : 1270 OCEAN BLVD Address : Address : ATLANTIC BEACH, FL WILSON GROUP -------------------------- ----- - ---------- ------------ -------------------------- yl P I Left I Right I P Bd/Lin QtS an O.H. O.H. Description Footage ---------------------- ------------------------ --------- --- ---------------------- 14124 1 1 11 - TJI 35 SERIES 11 7/8" 1 921 7114 11 - TJI 35 SERIES 11 7/8" 1 269 2110 1 1 1LVL - 1 3/4" X 11 7/8" PSL 1 96 71 1 1 1H13A - IUT3512 SIMPSON FACE MOU 1 17 -------------------------------------------------------------------------------- Totals : Roofs : 0 Hardware: 7 Total Bd Ft : 0 Floors : 0 I-Joists : 21 Total Lin Ft : 0 Jacks : 0 LVL: 2 Total Hardware : $ 17 Piggys : 0 Other: 0 Total LVL/I-Beam:$ 1285 0 30 BEAM TJ-BeamT" v5.42 Serial Number 709044548 2 PCs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 10/13/99 2:05:37 PM Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 9'6.5" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:2' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 155 58 0 to 9'6.5" Adds to TJI'S SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 1121 /475/1596 Other: 2 2x4 Plate 3.50" 3.5" Right Face 1121 /475/1596 Other: DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1540 1167 7897 Passed(15%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 3545 3545 17848 Passed(20%) MID Span 1 under Floor loading Live Defl.(in) 0.048 0.307 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.069 0.460 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: MINIMUM(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: WILSON GROUP HOLMES LUMBER CO. 1270 OCEAN BLVD TIM PLEMMONS 6550 ROOSEVELT BLVD JACKSONVILLE, FLORIDA 32204 904-772-6100 904-772-1973 Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMillan. MicrollarnS is a registered trademark of Trus Joist MacMillan. (9-2622--1270 OCEAN BLVD - Ti) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5(R) W4X7= T2 TOT 8-1-2 W3X4= W1 .5X4III W2X9(B1) = W2X9(B1) = t-,--2-0-031 L<2 0 031 I_ 7-0-0 _I 6-0-0 I _ 7-0-0 I fE 20-0-0 Over 2 Supports _I R=1521 U=1000 W=3.5" R=1521 U=1000 W=3.5" *wA99 la -95 Design Criteria : TPI STD 18.2e8 FL 1 R - Scale =.25" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOHIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20 . 0 P S F R E F R002- -76211 INSTITUTE, 583 D"NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O •S F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 .0 P S F DATE 10/14/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••. �:�` "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10. 0 PSF DRW HCUSR002 99287002 • , PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 P S F HC-ENG J L S/ BRACING OF TRUSSES. THIS DESIGN CO NI ORMS KITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T O T L D 37 .0 P S F S E Q N - 207956 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALI, Si EEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE L0CAT EO ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F AC 1 . 2 5 FROM T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UE SIGN OW HE THE SUITABILITY AMU USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G ANS)/TPI 1-1995 SECTION 2. 24 . 0" (9-2622- -1270 OCEAN BLVD T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 (R) 111 W4X6= W1 . 5X3� W1 .5X35 6 E-- WI - 6 �8 1-2 W2X5((Al) = W3X7= W3X4= W2X5 (A1) I2-0-031 lE2 0 O�J (, 9-0-0 1 2 0 0 1 9-0-0 (� 20-0-0 Over 2 Supports— _I R=860 U=600 W=3.5" R=860 U=600 W=3,5" ' wF VOW a -95 Design Criteria: TPI STD 18.2e8 FL 1 R - Scale =.25" /Ft- WARNING­ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R002- -76212 a INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED - TC DL 7 .0 P S F DATE 10/14/99 A a STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.Cop"IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR002 99287003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0.0 P S F H C -E N G I L S/ BRACING OF TRUSSf S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 37 . 0 P S F S E 0 N - 207960 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _D U R . F A C 1 . 2 5 F R O M T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONE NI FOR ANY PARTICULAR BUILDING IS IME kESPON51811 IIY OF III E. BU II.DING DISIGNI R. PEN S P A C I N G 2 4 . 0 ANS17TP1 1-1995 SECTION 2. (9-2622- -1270 OCEAN BLVD - T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W1.5X3- W1 .5X315F- 6 F-- -( 6 8-1-2 W2X5 (Al) = W3X7- W2X5 (Al) L-2 0 O:J L<2 0 0�ii-1 1 10-0-0 I_ 10-0-0 _I 20-0-0 Over 2 Supports R=860 U=600 W=3.5" R=860 U=600 W=3.5" a•••'• TT& 95 Design Criteria: TPI STD 18.2e8 FL 1 R Scale =.25" Ft. `WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,M�C`2yBRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLI5HE0 BY TPI (TRUSS PLATE TC L L 20 D P S F R E F R002- -76213 INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO d Q Y PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC 1. D L 7 0 P S F DATE 10/14/99 �• 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'. "IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10 O PSF DRW HcusRoo2 99287004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p BR ACNNGHOF T FRUS SE S'N COTHISMDE SIGNI COT HNFORMTPI;SOWI THA APP LICAB LE PROV IS NOG. N SSOFP ND SG(NAT IONALI DE S I GN U C L L 0.0 P S F H C AND -ENG J L S/ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT. L D . 3 7 . 0 P S F S E O N - 207964 CONNECTORS ARE MADE OF 2OGA ASTM A653 GRAD GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -- DRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C 1 2 5 F R O M T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I NG 24 . 0" ANSI/TPI 1-1995 SECTION 2. (9-2622--1270 OCEAN BLVD - T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W3X415-�- W1 .5X3� 6 I- � 6 8-1-2 W2X4(Al) = W3X7= W2X4(A1) W1.5X31� L,2-0 0, —y LE2 0 0_,1 L, 10-0-0 I 10-0-0 I 20-0-0 Over 2 Supports R=907 U=650 W=3.5" R=812 U=570 W=3.5" 0 *w -95 Design Criteria : TPI STD 18.2e8 FL 1 R - Scale =.25" Ft. "j ""WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C-3 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PU8LlSHE0 BY TPI (TRUSS PLATE TC L L 20. 0 P S F R E F R002- -76214 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO r O O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN)ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7 . 0 P S F DATE 10/14/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p % '*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W He u sR oo z 99287005 PRODUCTS, INC. SR USSEHALL NOT BE RESANCPONSI8 LE FOR ANY OF VIATION FROM THIS DESIGN; ANY FAILURE TO p ��� • BR AC/NG0 OIL HOFTTR USSE S'N COTHNF ISMDESIGNICONFORMSOWITNAAPPL ICABLE PR 0BRICATING UI SIGN SSOFPNDSG(NATIONAL INSTALLING U C L L D 0 P S F HC-ENG J C S/ SPECIFICATION PU8LISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRCO GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 .0 P S F S E O N - 207968 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1,,1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . FAC . 1 . 25/� F R 01'1 T WP COMPONENT ONEENTl FORA. SE(ARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 2 4 n" (9-2622- -1270 OCEAN BLVD - T5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.61 FT MEAN NGT, SBC, BOT CHORD 2x4 SP #1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W6X4(R) \\\ W3X4= W6X4(R) 111 6 6 -A,,.20-2-14 W3X4= HS2512= W3X4= W3X7 (B1) = W3X7 (B1) L<2 0 03+ L<2 0 03J I_ 7-0-0 _I_ 9-2-0 _I_ 7-0-0 23-2-0 Over 2 Supports R=1761 U=1330 W=3.5" R=1761 U=1330 W=3.5" *N/ :SCt en th,Wave TPI -95 Design Criteria : TPI STD 18.2e8 FL 1 R - Scale =.25" Ft. Z -WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND =a•� ^�c--j BRACING. REFER TO HIB-9] (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R 0 0 2 -76222 r;Q •lb INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 . 0 P S F DATE 10/14/99 •% STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.� F�►' •. "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. At ENGINEERED BC DL 10.0 PSF DRW HCUSR002 99287013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANOLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG J L S/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 . 0 P S F S E A N - 207972 EACH FACE OF TRNGS 16 A_USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNPR OFE SS IECTORS PER DRAW IRESPONSIBILITY SOZ.L ELY TF ORSTME IRUSSICOMPONENT DE DSIGNTSHOWNCFPfATHE SUITABILITYOAND USEIGFER„NS D D R .f A C . 1 . 2 5 FROM T W P COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PACING 2 4 . 0” ANSI/TPI 1 1995 SECTION 2. (9-2622--1270 OCEAN BLVD - T6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.31 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W05 (R) 111 W4X6= W1 .5X3 Wl -5X35- 6 6 20-2-14 W2X5 (Al) = WN7= W3X4= W3X4= W2X5 (Al) �2 0 O.J lEz o of L. 9-0-0 _I_ 5-2-0 _i_ 9-0-0 I Imo< 23-2-0 Over 2 Supports _I R=977 U=780 W=3.5" R=977 U=780 W=3.5" 95 Design Criteria : TPI STD 18.2e8 FL 1 R Scale =.25" Ft . "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Ll a m .T.�("3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20. 0 P SF R E F R002-76210 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO r O 0 Q PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 .0 P S F DATE 10/14/99 •,'9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p V/1 "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED UC DL 10 0 PSF DRW HcusRoaz 99287001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE HITM TPI: OR fABR ICA7I NG, HANUL ING, SHIPPING, INSTALLING AND B C L L 0. 0 P S F HC-ENG J C S/ ���1 • BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 . 0 P S F S E O N - 207976 EACHFACENGS 1 OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNES SIECTORS PER R ESPDRAW) S IB I LOI T Y SoA Z.LELY7F OR ST HE TRUSSIC MPO NE NT DE 5I GNT SMOWNCEPiATNE OSOITA8 FLIT YO AND U5E NAL ENG 10FE THIS ING D U R . FAC . 1 . 2 5 F R 0 M T W P COMPONENT FOR ANY PARTICULAR BUILDING IS FHL RESPONSIBILITY OF THE BUILDING DESIGNER, PI.R S P A C I N 2 4 O" ANSI/IPF 1-1995 SECTION 2. ]U (9-2622--1270 OCEAN BLVD - T7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.81 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5(R) W4X5(R) % W1 .5X3,-- W1 .5X3� 6 F- � 6 _,,�,_20 2 14 W2X5 (Al) = W3X4= W2X5 (A1) W5X7= L<2 0 0.J L<2 0 O.J I_ I1-0-0 _11 2�_ 11-0-0 _I 23-2-0 Over 2 Supports R=977 U=780 W=3.5" R=977 U=780 W==3.5" it a'�ato. C ..F 95 Design Criteria: TPI STD 18.2e8 FL 1 R Scale =.25" Ft. Z J : WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /� `BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20. 0 P S F R E F R002- -76220 a e INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 . 0 P S F DATE 10/14/99 a$ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p *"IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED LIC DL 10. 0 PSF DRW HcusRooz 99287011 :7 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0. 0 P S F HC-ENG J L S/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 37 . 0 P S F S E 0 N - 207980 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R . FAC . 1 . 25 F R 0 M T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rT COMPONENT FOR ANY PART ICUI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 lI" ANSI/IP1 1 1995 SEC110N 2. (9-2622--1270 OCEAN BLVD - T8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.95 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W1 .5X3��� W1.5X3iii 6 F— � 6 --A�,-20-2-14 W2X5 (Al) = W3X4= W3X4= W3X4= W2X5 (Al) L<2 0 03J L<2 o 031 L 11 -7-0 I 11-7-0 I 23-2-0 Over 2 Supports R=977 U=780 W=3.5" R=977 U=780 W=3.5-- 9 5 =3.5"95 Design Criteria : TPI STD 18.2e8 FL 1 R - Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �M M: )BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R002- -76221 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 9 p Y PERFORMING THESE FUNCTIONS. UNLESS 0 HERNISE fNOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 . 0 P S F DATE 10/14/99 `q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••�' ` "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10. O PSF DRW Hcusaooz 99287012 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0. 0 P S F HC -ENG J L S/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By THE ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D . 37 . 0 P S F S E Q N - 207984 EACHDIIA WI FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT ED ON THIS DESIGN, POSITION CONNCE OF NECTORS PER RESPONSIBILITY SOL ELY IF OR ST HE EA IRUSSICONPONENT DE OSIGNTSHONNCCPIATME SI,IF BILITYOANO U„E10FFITHIS O U R . FAC . 1 . 25 F ROM T W P COMPONENT FOR ANY PARTICULAR BU II DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1 1995 SECTION Z. $P A C I NG 24 . 0" (9-2622--1270 OCEAN BLVD - J1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. 6 (- 8-7-6 0 3R=444/-180 8-1-2 R=72 U=180 W2X4(A1) = 1-2-0-0 -I1y 1 0 0 Over 3 Supports 1— -7 R=396 U=350 W=3.5" Vi.T -95 Design Criteria: TPI STD 18.2e8 FL - /l/ - /- /R/- IScale =.375" Ft. g ••• "WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R002- -76218 ! Z1; BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE m INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFE 7Y PRACTICES PRIOR TO Q PERFORMING THESE FUNCTIONS. UNLESS 0 HERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 0 P S F DATE 10/14/99 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G1.9 , •� `"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10. 0 PSF DRW HcusR002 99287009 ••.,••• PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG J C S/ BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 4O CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 .0 P S F S E A N 208001 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . FAC . 1 . 25 F R 0 M T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUIIAB ILITY ANI) USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4 . 0" ANSI/IPI I_1995 SECTION 2. (9-2622--1270 OCEAN BLVD - J3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 9-7-6 6 R=24 1-10-3 8 1-2 R=17 U=180 W 2 X 4(Al) 12-0-0 -1- -3-0-12—� 3-0-0 Over 3 Supports R=301 U=280 W=3.5" a ••.1& -95 Design Criteria: TPI STD 18.2e8 /FL /1/-/ -/R/- Scale =.375" Ft. 3 x "'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T 1, L L 20. 0 P S F R E F R002- -76217 a:� Fo:C-3 RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO O O PERFORMING THESE FUNCTION 5. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7 . 0 P S F DATE _ 10/14/99 �A 9 �:•`q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V"••. ` -IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRHCUSROO2 99287008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA8R1CATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0. 0 P S F HC-E N G J L S/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC If KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS0 ATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 . 0 P S F S E 0 N - 207997 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PFR DRAWINGS 160 A-L. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OE PROFESSIONAL ENGINEERING D U R . FAC . 1 . 25 F ROM T W P RESPONSIBILITY SOLELY FOR THE TRUSS CON ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 . 0" ANSI/TPI 1-1995 SECTION 2. (9-2622--1270 OCEAN BLVD - J5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10-7-6 R=97 6 F- 2-10-3 8-1-2 R=43 U=180 W2X4(Al) _ L-2-0-0 _'E 5-0-12 _I �-5-0-0 Over 3 Supports R=350 U=290 W=3.5" F 95 Design Criteria: TPI STD 18.2e8 FL/ /1/ -/-/R/- Scale =.375" Ft. "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /� 3 2c'0 �:' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R002- -76216 •� MFINSTITUTE. 583 D-ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO T C D L 7 0 P S F DATE 10/14/99 '=D PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED O � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � � •�a IMPORTANTNC fURNISM A COPY OF 7HIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDINC TO BC DL 10.0 PSF DRW HCUSR002 99287007 ` BUOIOLDC THE TRUSSE SHIN CLL N ONFORMANCEOT E OWIT HL TPIOR ORANF ABRIC A TING.DE HANDFR OMLINGTHIS SH IP P I'G.A INSTAL LI NG NY E AND p/� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL QESIGN B C L L 0.0 P S F H C-ENG J L S/ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A61 GR 40 GAL V. STEEL, E%CEPT AS NOTE O. APPLY CONNECTORS TO T 0 T. L D . 37 . 0 PSF S E O N - 207992 EACH FAWINACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ING RE SPONSIBIITTY SOLELY FOR HE S THE TRUSSEAL ON COMPONENT DESIGNS DRAWING SHOWNES CEPTA THE SUITABILITYNC NO OAND USE IOF ETHIS D U R . FAC . 1 . 2 5 FROM T W P COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR S P A C I N G 2 4 . 0" ANSI/TPI 1 1995 SECTION 2. (9-2622--1270 OCEAN BLVD - EJ7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21 .81 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RA23-9-2 6 F- 3-10-3 m t gL 20-2-14 R= U=230 W2X4(Al) L-2-0-0 ��E 7-0-12 i7-0-0 Over 3 Supports—� R=414 U=350 W=3.5" *w�9 a -95 Design Criteria : TPI STD 18.2e8 FL 1 R Scale =.375" Ft. ""WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND / �p BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R002- -76219 INSTITUTE, 583 D'ONOfR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 . D P S F DAT E 10/14/99 STRUC7URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D (� 9�C/••,. ,•.•• 7��` "PROIMPORTANT" FURNISH A COPY Of THIS DESIGN U TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C DL 10.0 PSF DRW HCUSR002 99287010 DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L D D P S F HC-ENG J L S/ *' BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE IC AT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT L D 37 .0 P S F S E A N - 207988 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . FAC . 1 . 25 FR0M T W P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AN51/TPNT 1FOR ANSEPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 2 4 " (9-2622--1270 OCEAN BLVD - J9 7' HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.82 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 24.00" OC HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 23 9-1 =227 W1 .5X4- 4.24 (- 3-10-3 0-4-3 20-2-14 W5X4= 311 U=450 W2X4(Al) -2-9-15 �E 9-11-9 9-10-13 Over 3 Supports R=502 U=480 W=4.95" •• ••••••••• -95 Design Criteria: TPI STD 18.2e8 FL i R Scale =.375" Ft. IS --WARNING" TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TIC L L 20.0 P S F R E F R002- -76215 3 Z D P BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ! .�•�"'� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 . 0 P S F DATE 10/14/99 �O STRUCTUR AI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC MED RIGID CEILING. % y:�a "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10. O PSF DRW HcusRoo2 99287006 • PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG J L S/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS IM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37 . 0 P S F S E O N - 208005 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16 RESP ON SI BI L OI T Y SO LEL YT FOR SEAL TME II RUSSI COMPONENT DESSIGNON THS DRAWING T SHOWN NCE THE SSUITABILITYOF OAND USE NAL IOFE THIS OUR R . FAC. 1 . 25 FR0M T W P COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PAC I NG 2 4 . 0" ANSIJTP1 1-1995 SECTION 2. I-� 23 ' 2 " TJI S 16 O . C . �t to 0i a w m �--- 13 ' 8 " 9 ' 6 " FL 0 OR FRS NO T T( s 0- 0 O z a co w z Cu Z O Cu O F— CD (n O ti CU J 1\ 0 1 " CU O Cn 3 m f W Z 0OJ cn¢a Za U m n rn BLDR TO ADJUST SPACING w N� FOR FIREPLACE • 0>Nm FLUE ) ED,U- _ -- X J W W Q >J 4- W J Q U0 •[��� 1 O Y N 0r l!'IQ^ 1� V O O 1 W z O S a rn rn m a � 3 O DING PLAN ¢w } w� m> Z Q W SCALE _¢ (n U W O FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL, 32233- PERMIT#: 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 .18 610.0 33.05 3629.4 Double,Clear N 2.0 6.0 14.0 19.22 0.90 242.6 Double,Clear S 2.0 4.2 11.0 34.50 0.67 254.1 Double,Clear S 2.0 8.2 54.0 34.50 0.87 1615.0 Double,Clear N 2.0 6.0 14.0 19.22 0.90 242.6 As-Built Total: 93.0 2354.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adaicent 0.0 0.0 0.0 Frame,Wood,Exterior 13.0 801.0 1.50 1201.5 Exterior 801.0 1.70 1361.7 Base Total: 801.0 1361.7 As-Built Total: 801.0 1201.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 609.0 0.60 365.4 Under Attic 30.0 610.0 0.60 366.0 Base Total: 609.0 365.4 As-Built Total: 610.0 366.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Stem Wall 0.0 1.0 -4.70 -4.7 Raised 1.0 -3.99 -4.0 Base Total: -4.0 As-Built Total: -4.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 610.0 10.21 6228.1 610.0 10.21 6228.1 Summer Base Points: 11580.6 Summer As=Built Points: 10145.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10145.2 1.000 0.974 0.341 1.000 3371.5 11580.6 0.3573 4137.8 10145.2 1.00 0.974 0.341 1.000 3371.5 EnergyGaugeTm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard, Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 610.0 9.76 1072.2 Double,Clear N 2.0 6.0 14.0 14.30 1.00 201.2 Double,Clear S 2.0 4.2 11.0 4.03 1.59 70.4 Double,Clear S 2.0 8.2 54.0 4.03 1.11 240.6 Double,Clear N 2.0 6.0 14.0 14.30 1.00 201.2 As-Built Total: 93.0 713.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 13.0 801.0 3.40 2723.4 Exterior 801.0 3.70 2963.7 Base Total: 801.0 2963.7 As-Built Total: 801.0 2723.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 609.0 1.20 730.8 Under Attic 30.0 610.0 1.20 732.0 Base Total: 609.0 730.8 As-Built Total: 610.0 732.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Stem Wall 0.0 1.0 3.50 3.5 Raised 1.0 0.96 1.0 Base Total: 1.0 As-Built Total: 3.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 610.0 -0.59 -359.9 610.0 -0.59 -359.9 Winter Base Points: 4407.7 Winter As-Built Points: 3812.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3812.4 1.000 0.990 0.487 1.000 1837.7 4407.7 0.5340 2353.7 3812.4 1.00 0.990 0.487 1.000 1837.7 EnergyGaugeT"' DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 35.0 0.92 1 1.00 2626.61 1.00 2626.6 As-Built Total: 2626.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 4137.8 2353.7 2746.0 9237.5 1 3371.5 1837.7 2626.6 7835.8 PASS 04'tHEST9r�o� CDb WEJ EnergyGauge"" DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard, Atlantic Beach, FL,32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. _ Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,_penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS JCHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff( as)must be rovided.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 spa&pool heaters must have a minimum thermal efficient 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 manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeym DCA Form 60OA-97 EnergyGauge&/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.2 The higher the score,the more efficient the home. 1270 Ocean Boulevard,Atlantic Beach, FL, 32233- 1 New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 100.0 kBtu/hr — 3. Number of units,if multi-family 1 _ SEER: 10.00 — 4. Number of Bedrooms 1 — b.N/A — 5. Is this a worst case? No — — 6. Conditioned floor area(ft2) 610 ft2 c. N/A — 7. Glass area&type — — a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 93.0 112 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr — c. Tint/other SC/SHGC-single pane 0.0 ft2 — HSPF:7.00 — d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A — 8. Floor types _ — a. Raised Wood,Stem Wali R=0.0, 1.Oft2 _ c. N/A — b.N/A _ — c. N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap:35.0 gallons — a. Frame,Wood,Exterior R=13.0,801.0 ft2 — EF:0.92 — b.N/A — b. N/A — c. N/A — — d.N/A _ c. Conservation credits — e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R-30.0,610.0 ft2 _ 15. HVAC credits — b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o4zi sT.�T� in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a e Address of New Home: City/FL Zip: �c0p Wei *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar7"designation), your home may gual ify for energy efficiency mortgage(EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.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 Affairs at 8501487-1824. EnergyGauge®(Version:FLRCNA-200) FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A r Project Name: Ferguson Addition Builder: Wilson Construction Gr up Address: 1270 Ocean Boulevard Permitting Office: City of Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr - 3. Number of units,if multi-family I _ SEER: 10.00 - 4. Number of Bedrooms 1 - b.N/A - 5. Is this a worst case? No 6. Conditioned floor area(ft') 610 ft' c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 W _ 13. Heating systems b.Clear-double pane 93.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c.Tintlother SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft' b.N/A - 8. Floor types - a. Raised Wood,Stem Wall R=0.0, LOW _ c. N/A b.N/A - I c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:35.0 gallons a. Frame,Wood,Exterior R=13.0,801.0 ft' EF:0.92 b.N/A _ b.N/A - j c. N/A - - j d.N/A - c. Conservation credits - j e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,610.0 W _ 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, j a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.NIA MZ-C-Multizone cooling, I MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 7835.80 „ P q Total base points: 9237.50 SS I hereby certify that the plans and specifications covered Review of the plans and o�TiSr9TF by this calculation are in compliance with the Florida specifications covered by this _ez. o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY' And Bryan a Before construction is completed DATE: •d this building will be inspected for e I hereby certify that this building, as desi ne , is in compliance with Section 553.908WV coD o compliance with the F nerg Florida Statutes. OWNER/AGENT' BUILDING OFFICIAL: l DATE: o DATE: 02 , 2_2 7 EnergyGaugeO(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL,32233- PERMIT#: 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 .18 610.0 33.05 3629.4 Double,Clear N 2.0 6.0 14.0 19.22 0.90 242.6 Double,Clear S 2.0 4.2 11.0 34.50 0.67 254.1 Double,Clear S 2.0 8.2 54.0 34.50 0.87 1615.0 Double,Clear N 2.0 6.0 14.0 19.22 0.90 242.6 As-Built Total: 93.0 2354.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 13.0 801.0 1.50 1201.5 Exterior 801.0 1.70 1361.7 Base Total: 801.0 1361.7 As-Built Total: 801.0 1201.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 609.0 0.60 365.4 Under Attic 30.0 610.0 0.60 366.0 Base Total: 609.0 365.4 As-Built Total: 610.0 366.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Stem Wall 0.0 1.0 -4.70 -4.7 Raised 1.0 -3.99 4.0 Base Total: -4.0 As-Built Total: -4.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 610.0 10.21 6228.1 1 610.0 10.21 6228.1 Summer Base Points: 11580.6 Summer As-Built Points: 10145.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10145.2 1.000 0.974 0.341 1.000 3371.5 11580.6 0.3573 4137.8 10145.2 1.00 0.974 0.341 1.000 3371.5 EnergyGauge'rm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 610.0 9.76 1072.2 Double,Clear N 2.0 6.0 14.0 14.30 1.00 201.2 Double,Clear S 2.0 4.2 11.0 4.03 1.59 70.4 Double,Clear S 2.0 8.2 54.0 4.03 1.11 240.6 Double,Clear N 2.0 6.0 14.0 14.30 1.00 201.2 As-Built Total: 93.0 713.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0,0 Frame,Wood,Exterior 13.0 801.0 3.40 2723.4 Exterior 801.0 3.70 2963.7 Base Total: 801.0 2963.7 As-Built Total: 801.0 2723.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 609.0 1.20 730.8 Under Attic 30.0 610.0 1.20 732.0 Base Total: 609.0 730.8 As-Built Total: 610.0 732.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood,Stem Wall 0.0 1.0 3.50 3.5 Raised 1.0 0.96 1.0 Base Total: 1.0 As-Built Total: 3.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 610.0 -0.59 -359.9 610.0 -0.59 -359.9 Winter Base Points: 4407.7 Winter As-Built Points: 3812.4 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3812.4 1.000 0.990 0.487 1.000 1837.7 4407.7 0.5340 2353.7 3812.4 1.00 0.990 0.487 1.000 1837.7 EnergyGauge"" DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 35.0 0.92 1 1.00 2626.61 1.00 2626.6 As-Built Total: 2626.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Not Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 4137.8 2353.7 2746.0 9237.5 3371.5 1837.7 2626.6 7835.8 PASS ~o,T ST9l�O� hnm " a 01)WE ° EnergyGauge'rm DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1270 Ocean Boulevard,Atlantic Beach, FL,32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. _ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS ICHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&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 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.2 The higher the score,the more efficient the home. 1270 Ocean Boulevard, Atlantic Beach, FL, 32233- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 610 ft2 c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 93.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Raised Wood,Stem Wall R=0.0, l.Oft2 _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:35.0 gallons _ a. Frame,Wood,Exterior R=13.0,801.0 ft2 _ EF:0.92 b.N/A _ b.N/A _ c. N/A d.N/A _ c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,610.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) p�TuE Sr in this home before final inspection.Otherwise,a new EPL Display Card will be completed 4V Off, based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: COD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar'u'designation), your home may qualify for energy efficiency mortgage(EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsea 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 Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) CHAPTER 8 INTERIOR FINISHES SECTION 801 803.3 Interior finish requirements based on occupancy GENERAL 803.3.1 The minimum flamespread classification of inte- rior finish other than floor finish and floor coverings shall 801.1 Scope. Provisions of this chapter shall govern the use be based on the use or occupancy as set forth in Table of materials as interior finishes by limiting the allowable 803.3. flamespread and smoke development based on location and occupancy classification. Exceptions: 1. Except in Group I occupancies and in enclosed SECTION 802 vertical exits, Class C interior finish material DEFINITIONS may be used in access to exits and other spaces as wainscoting extending not more than 48 inch- For definitions, see Chapter 2. es (1219 mm) above the floor and for tack and bulletin boards covering not more than 5%of the SECTION 803 gross wall area of the room. In Group I occupan- RESTRICTIONS ON INTERIOR FINISHES cies,Class B interior finish material may be used in access to exits as wainscoting extending not 803.1 General more than 48 inches (1219 mm) above the floor. 2. The exposed faces of Type III structural mem- 803.1.1 Combustible materials may be used as a finish for bers, including decking and planking,where oth- ceilings, floors and other interior surfaces of buildings as erwise permitted by this code, are excluded from provided in this section. Show windows in the first story of buildings may be of wood or of unprotected metal flamespread requirements. framing. 3. For churches or places of worship,nothing in this section shall prevent the use of wood for orna- _ 803.1.2 Interior finish shall mean the exposed interior sub mental purposes, trusses, paneling, or chancel faces of building-, including, but not limited to, fixed or furnishing. movable walls and partitions, columns, and ceilings, inte- rior wainscoting, paneling or other finish applied struc- TABLE 803.3 turally or for decoration, acoustical correction, surface MINIMUM INTERIOR FINISH CLASSIFICATION insulation, structural fire resistance or similar purposes. OCCUPANCY UNSPRINKLERED SPRINKLERED Requirements for finishes shall not apply to trim, defined as picture molds, chair rails,baseboards, and handrails; to Exit Other Exit Other doors and windows or their frames,nor to materials which Exits' Access Spaces Exits' Access Spaces are less than 1/28 inch(0.9 mm)thick cemented to the sur- face of walls or ceilings,when these materials have flame- A A A B B C C spread characteristics no greater than paper of this thick- B B B C C C C ness cemented to a noncombustible or fire retardant treat- E A B C B C C ed wood backing. F C C C C C C H Sprinklers required B C C I Restrained A A C A A C 803.2 Classification. Interior finish materials other than I Unrestrained Sprinklers required B B 133 those applied to floors shall be classified in accordance with M B B C C C C ASTM F. 84. Such interior finish materials shall be groanedR2.4 g B C C r r in the following classes in accordance with their flamespread S C C C C C C and smoke development: 1. Class A Interior Finish. Flamespread 0-25, Smoke Notes: Developed 0-450. Any element thereof when so tested I. In vertical exitways of buildings three stories or less in height of shall not continue to propagate fire. other than Group I Restrained,the interior finish may be Class B for 2. Class B Interior Finish. Flamespread 26-75, Smoke unsprinklered buildings and Class C for sprinklered buildings. 2. Class C interior finish materials may be used within a dwelling unit. Developed 0-450. 3. RoGms with 4 or less persons require Class C interior finish. 3. Class C Interior Finish. Flamespread 76-200, Smoke 4. Class C interior finish materials are not permitted in Group R4 occu- _ Developed 0-450. pancies. STANDARD BUILDING CODEC 1997 131 CITY OF 800 SEMINOLE ROAD \NTI(' RF \C11, !�LORIDA 3'2:33-,-t4E> `I -_- - -- `CLEPIP)NIl�190(1247-5800 TAS(904)247-5505 SUN CONI 352-5800 .1O� 3 3 9 `� #� 2 570 mit '4xo�v ✓Vo 7a1 -906o gwo-I1f• DAvc I-over-r— ✓--6--ssa�. /�TT-I c/4 e L / S CvF'; 6, �LCf��iia �ivE G SE-c 716A) 12C��sE 1 l$Oc cul ��v Pte!/} X111 doe-,i'EC lel). Tic li{S 31 it 7,+1; ro li. f I S � _ Z7w Such joints shall include, but not be limited to, the following: 1. Around window or door frames; 2._Between walls and foundations; 3. Between walls and roof/ceilings; 4. Through wall panels and top and bottom plates in exterior walls; 5. AtBn�trations of utility services or_other-service entry through walls, floors and roofs; 6. Between wall panels, particularly at corners and changes in orientation; 7. Between wall and floor where the floor penetrates the wall; 8. Around penetrations of chimneys, flue vents, or attic hatches; and 9. Walls bounding building cavities between floor/ceilings and ceilings/roof decks. 406.1.ABCD.1.3 Apertures in The Building Envelope. Any intentional apertures or openings in walls, ceilings or floor between conditioned and unconditioned space (such as hydrostatic openings in stairwells for coastal buildings) shall have dampers which limit air flow between the spaces. 406.1.ABCD.1.4. Building Cavities. 406.1.ABCD.1.4.1 Wilere vented dropped ceiling cavities occur over conditioned spaces, the ceiling shall be considered to be both the upper thermal envelope and pressure envelope of the building and shall contain a continuous air barrier between the conditioned space and the vented unconditioned space that is also sealed to the air barrier of the walls. IMPORTANT NOTE: See the definition of air barrier in section 202. Where unvented dropped ceiling cavities occur over conditioned spaces that do not have an air barrier between the conditioned and unconditioned space (such as T-bar ceilings), they shall be completely sealed from the exterior environment (at the roof plane) and adjacent spaces by a continuous air barrier that is also sealed to the air barrier of the walls. In that case, the roof assembly shall constitute both the upper thermal envelope and pressure envelope of the building. Unconditioned spaces above separate tenancies shall contain dividing partitions between the tenancies to form a continuous air barrier that is sealed at the ceiling and roof to prevent air flow between them. 406.1.ABCD.1.4.2 Building cavities designed to be air distribution system components shall be sealed according to the criteria for air ducts, plenums, etc. in section 410.1.ABCD.3.6. 406.1.A Prescriptive Requirements Specific to Method A. Blank for numbering consistency. 4-16 CITY OF (,6^t1W 4&44d w- BP.GrA-"tLmQ+Cs, Office of Building Official REQUEST FOR INSPEC ON C>LeVzn' ry �j i 4, 17'7 0 Date v r _` ( Permit No. l ° o Time .�� A.M. � /j 0 Received Job Address Locality Owner's Namer(�Ga C�YL� Contractor _+t^� T- ,,BUILDING CONCR [ ,-- E_LECTRICAI - P MBING } MECHANICAL Fra im ng O Footing 11 Rough Wiring ❑ Rou ❑ Air Cond. & C7 Re Roofing C Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tue . Wed.' Thurs, Friday A.M. Inspectionde RM, Inspector_ Final Inspection Certificate of Occupancy F. ��-'�— Jr=C}4, Date ' CITY OF /���_ 7 _� fv& C /S�-1 SLsn&J -3 3-35 Office of Building Official _ REQUEST FOR INSPECTIO & ,/ /70 Date 0 —// �� ` Permit No. _ Time A.M. Received PM. �` / �/ Address L cality N e Contractor _ w._ BUIL ING '' ONCRETE �ELE�C�TRICAL 3 BING — MECHANICAL Framing ❑ Footing ❑ oFi ug�Wiring [-1 Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Ci Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday j A.M. Inction Made p --- Inspector Final Inspection cupancy ❑ Date - p�LANl,C' F- ca G) - - _ F�OR10�' OF ADDITIONS or CORRECTIONS- t, • NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted - $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been " r made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 P.M. Monday through Friday. BL o 2_p �c P�ILANr�c y FIORIOQ► OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. RECEIVED AUP, 18 1998 City of Atlantic Beach Building and Zoning Q WAT 3`�'.ureg STEP MP Yz w&.,. 6PO S4 Litiew c•1�►8tt�' 2°paw CITY OF ATLANTIC BEACH, FLORIDA b Approv*dby APPLICATION FOR ELECTRICAL, PERMIT / 9 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-?-- ` _ 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH TIIE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MIC 915 ?I-looks 44�d h � tafw ELECTRICAL FIRM: MASTER LECTR2ICI J�SIGNATURE JOURNEYMAN NAMET�'Npv�n_ADDRESS: (l�V © �P3I r� RFD BOX BLDG.SIZE BETWEEN: RES. (') APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( ► ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR (k) FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. ( ) SWITCH OR BREAKER \\ AMPS I PH W VOLT RACEWAY 2 EXIST.SERV.SIZE �v AMPS ` PH N 15�QOLT S6 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS, OVER APPLIANCES - EELL:T�RANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TA - TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. ]KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES Via Facsimile 4/8/99 RUILDERS , INC . cac4snaa City of Atlantic Beach Florida 800 Seminole Road Atlantic Beach,Florida 32233-5445 a= Don Ford,Building Official RE: 1270 Ocean Boulevard Dear Mr, Ford, We take great exception,to your letter of April 6, 1999.A final inspection has been done on the subject property.Father you or your assistant chose to find cosmetic defects that were not wx&n your purview to note on an inspection. We called this to your offices attention and recieved a call back from yow assistant stating that the homeowner was upset when the inspection was done.We assumed this was your departments rationale for trying to find fault with the work. We then asked your amistam to furnish us with justification for a building official to note cosmebie defects. His response was to fax us an obscure passaW in the Energy Code which,when we discussed it with him over the phone,he agreed it was not relevant to a bathroom remodel. Your assistant then stated he would get with you to waive the reinspect fee and wether or not it was necessary to reinspoct. That was the last time anyone from your office had any contact with our office. Your office has not contacsed us numerous times and we rarely get our calls to your office returned.If anyone should be complaining to Department of Professional Regulation it should be us. If you wish to reinspect the project you will have to arrange it with our office and someone from our office will,attend the inspection. As to the$15.00 fee we would ask that you consider the circumstan+ew and judge accordingly who should be responsible for this.I would also remind you that any complaints Sled agains this company by your office will be vigorously defended. We thank you in advance for your consideration Sincerely, JAGUAR B ItS,INC. est reland President Commercial & Residential. DESIGN[ • BUILD • DEVELOP ISIS Corporals Square Boulevard -Suite 200 •Jacksonville,Florida 32216 •(904)725-0621 •fax:(904)721-9060 100 GENERAL 100.1 Title. This Code shall be known as the Florida Energy Efficiency Code For Building Construction, and may be cited as such. It will be referred to herein as "the Code" or "this Code". �w 100.2 Intent. The provisions of this Code shall regulate 1) the design of building envelopes for adequate thermal resistance and low air leakage and 2) the design and selection of 4 mechanical, electrical, and illumination systems and equipment which will enable the effective use of energy in new building construction, additions, alterations or any change in building configuration. ' It is intended that these provisions provide flexibility to permit the use of innovative approaches and techniques to achieve effective utilization of energy. These provisions t. are structured to permit compliance with the intent of this Code by the following design paths as applicable for the type of construction and date permitted. 1. Chapter 4, Commercial Building Compliance Methods 2. Chapter 6, Residential Building Compliance Methods. Compliance with these paths meets the intent of this Code as allowed by sections 101.1 and 101.2 of this Code. This Code is not intended to abridge any safety or health requirements mandated under any other applicable codes or ordinances. 101 SCOPE A 101.0 General. This Code is a statewide uniform code and shall not be made more stringent or lenient by local government. The Code provides for a uniform standard of energy efficiency by, at a minimum, setting forth minimum requirements for exterior envelopes, lighting, electrical distribution, and selection of heating, lighting, ventilating, air conditioning and service water heating systems. It shall apply to all new buildings, to additions to existing buildings and manufactured homes, to renovations to existing buildings, both public and private, with certain exceptions, to changes of occupancy type, to the site- installed components and features of manufactured homes at their first set-up, and to 1-1 405.2 Performance Calculation Procedures. 405.2.AB Performance Calculation Procedures for Methods A and B. Calculation procedures for determining floor compliance shall be in accordance with the procedures contained within Method A or Method B of the FLA/COM computer program. Data shall be input into FLA/COM by zone by perimeter or area (width, length), floor type, and insulation level. Choosing a floor type from the FLA/COM menu assumes ASHRAE- determined thermal transmittance for that floor type. 405.2.AB.1 Thermal Resistance. The thermal resistance of floors shall be calculated in accordance with the criteria of section 2.1.9 of Appendix B. 405.2.AB.2 Gross Floor Area. The gross area of floor assemblies over outside or unconditioned spaces consists of the total surface of the floor assembly exposed to outside air or unconditioned space. The floor assembly shall include all floor components through which heat may flow between indoor and outdoor or unconditioned space environments. 406 AIR INFILTRATION 406.1 Prescriptive Requirements. 406.1.ABCD Basic Prescriptive Requirements for Methods A, B, C, and D. The requirements of this section shall apply only to those locations that separate interior building conditioned space from the outdoors or from unconditioned space or crawl spaces. Compliance with the criteria for air leakage through building components shall be determined by tests conducted in accordance with ASTM E283-91. 406.1.ABCD.1 Minimum Infiltration Levels Allowed. F 406.1.ABCD.1.1 Exterior Doors and Windows. All exterior doors and windows shall be designed to limit air leakage into or from the building envelope. Manufactured doors and windows shall have air infiltration rates not exceeding those shown in Table 4-2. These rates shall be determined from tests conducted at a pressure differential of 1.567 Ib/ft2, which is equivalent to the impact pressure of a 25 mph wind. Compliance with the criteria of air leakage shall be determined by testing to AAMA/NVWVDA 101/I.S.2-97 or ASTM E283-91, as appropriate. Site constructed doors and windows shall be sealed in accordance with the requirements of this section. 406.1.ABCD.1.2 Exterior Joints in the Envelope. All exterior joints, cracks and holes in the building envelope shall be caulked, gasketed, weatherstripped or otherwise sealed. 4-15 Such joints shall include, but not be limited to, the following: 1. Around window or door frames; 2. Between walls and foundations; 3. Between walls and roof/ceilings; 4. Through wall panels and top and bottom plates in exterior walls; 5. At penetrations of utility services or other service entry through walls, floors and roofs; 6. Between wall panels, particularly at corners and changes in orientation; 7. Between wall and floor where the floor penetrates the wall; 8. Around penetrations of chimneys, flue vents, or attic hatches; and 9. Walls bounding building cavities between floor/ceilings and ceilings/roof decks. 406.1.ABCD.1.3 Apertures in The Building Envelope. Any intentional apertures or openings in walls, ceilings or floor between conditioned and unconditioned space (such as hydrostatic openings in stairwells for coastal buildings) shall have dampers which limit air flow between the spaces. 406.1.ABCD.1.4. Building Cavities. 406.1.ABCD.1.4.1 Where vented dropped ceiling cavities occur over conditioned spaces, the ceiling shall be considered to be both the upper thermal envelope and pressure envelope of the building and shall contain a continuous air barrier between the conditioned space and the vented unconditioned space that is also sealed to the air barrier of the walls. IMPORTANT NOTE: See the definition of air barrier in section 202. Where unvented dropped ceiling cavities occur over conditioned spaces that do not have an air barrier between the conditioned and unconditioned space (such as T-bar ceilings), they shall be completely sealed from the exterior environment (at the roof plane) and adjacent spaces by a continuous air barrier that is also sealed to the air barrier of the walls. In that case, the roof assembly shall constitute both the upper thermal envelope and pressure envelope of the building. Unconditioned spaces above separate tenancies shall contain dividing partitions between the tenancies to form a continuous air barrier that is sealed at the ceiling and roof to prevent air flow between them. 406.1.ABCD.1.4.2 Building cavities designed to be air distribution system components shall be sealed according to the criteria for air ducts, plenums, etc. in section 410.1.ABCD.3.6. 406.1.A Prescriptive Requirements Specific to Method A. Blank for numbering consistency. 4-16 CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 TABLE 2503(continued) GENERAL MATERIALS MATERIALS DESIGNATION 2501.1 Scope 2501.1.1 Provisions of this chapter shall govern the mate- Quicklime for structural purposes(Lime rials,design,construction and quality of gypsum and plas- putty shall be made from quicklime or hydrated ter, lime and shall be prepared in an approved manner.) ASTM C 5 2501.1.2 Lathing, plastering and gypsum construction Keene's Cement ASTM C 61 - Glass Mat Gypsum Substrate for Use as Sheathing ASTM C 1 177 - shall be done in the manner and with the materials speci- Glass Mat Water-Resistant Gypsum Backing Board ASTM C 1178 tied in this chapter, and when required for fire protection Portland Cement shall also comply with the provisions of Chapter 7. Type I, II,or III ASTM C 150 Type I-A, II-A,or IlI-A 2501.2 Inspection 2501.2.1 No plaster shall be applied until the lathing has Exception: Approved types of plasticizing agents may be been inspected and approved by the building official. added to portland cement Type I or 11 in the manufacturing process, but not in excess of 12%of the total volume. Plastic or waterproofed cements so manufactured shall meet 2501.2.2 The building official may require that test holes the requirements for portland cement as specified in ASTM be made in the wall for the purpose of determining the C 150 except in respect to the limitation on insoluble thickness and proportioning of the plaster, provided the residue,air-entrainment and additions subsequent to calcina- permit holder has been notified 24 hours in advance of the tion. time of making such tests. Masonry Cement Type II ASTM C 91 Portland Blast Furnace Slag Cement ASTM C 595, SECTION 2502 Type IS-A DEFINITIONS Gypsum Lath ASTM C 37 Metal Lath ASTM C 847 For definitions, see Chapter 2. Exterior Soffit Board ASTM C 931 Gypsum Wallboard ASTM C 36 SECTION 2503 Gypsum Backing Board ASTM C 442 MATERIALS Predecorated Gypsum Board ASTM C 960 Joint Reinforcing Tape and Adhesive Materials ASTM C 474, ASTM C 475 Materials used in construction involving gypsum board and Exterior Soffit Board ASTM C 931 plaster shall conform to Table 2503. Steel Studs (for use with gypsum boards) ASTM C 645 Steel Studs, Loadbearing(for use with TABLE 2503 gypsum boards) ASTM C 955 MATERIALS Screws(for use with Framing covered with gypsum ASTM C 1002 MATERIALS DESIGNATION boards; types G, S and W) Screws(for loadbearing steel framing) ASTM C 954 8 Accessories for Gypsum Wallboard and Gypsum ASTM C 1047 Veneer Base Sand—Shall be washed and when used with ASTM C 35 SECTION 2504 portland cement for scratch coat plastering APPLICATION the amount of sand retained on a No. 16 sieve shall be not less than 10%nor more than 40% 2504.1 Interior lathing and plastering Perlite ASTM C 35 2504.1.1 Installation of interior gypsum lathing and fur- Vermiculite ASTM C 35 ring shall comply with ASTM C 841. Gypsum Plasters ASTM C 28 Gypsum Veneer Plaster ASTM C 587 2504.1.2 Interior gypsum plastering shall comply with Gypsum Veneer Base ASTM C 588 ASTM C 842. Water Resistant Gypsum Backing Board ASTM C 630 Bonding Compounds for Interior Plastering ASTM C 631 Lime-Special Finishing Hydrated Lime Type"S" ASTM C 206 2504.1.3 Portland cement plaster shall comply with ASTM C 926. (continued) STANDARD BUILDING CODE®1997 355 RAMCO FORM 400 FLA. JOG? LAWS F: Book 9044 P11346 of 1►Ilt►Alli IN DU►LICATRI QIu tuljotn it ittuu cpitUrn: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. North 25' of lot 4 and the south .5' lot 5 Descriptionof property .................................................37......................of....................................... Block 49, Mandalay. PB 10, PGS 11 , Duval County FL .................................................................... ...._............................... .............................................................................................................. ath• • •• Remod. . el ....................................................................... General desulplion o B improvements •••••••••••• ..................... ........................................... .. . ........................................................................................................................... .......... .......................................................................................................................................... OwnerRristin•..Fercjuson........................................................................................................................................................................ n Blvd. Atlantic Beach, Florida 32233 Address 1270 ocean .............................................. ......._................................._........... .. 1 $ .................................... Owner's interest In site of the improvement••••00•••••••.••••••.••••.•••••..."••"•••'••••••••'••••...................................................... Fee Simple Till* holder (if olher`then own*, Name................................................................................................................................................................................................................................... Addreu.................................................................................................................................................................._........................................................... Jaguar Builders, Inc Contractor............. ........................................... .......................................... .................................................................................... 1815 Corporate Sqwuare Blvd. Jacksonville, FL 32216 Address................................... ................................................................................................................................................. ....................................... Surety (if any).................................................................................................................................................................................................................. Address.......................................................................................................................................................Arnaml of bond $................................ Name of person within the State of Florida designated by owner upon whom nolims or other doa merAs may 6e served: Name ............................................. ..................................................................................... Address............................................................................................................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option), �l Name................................................................................................................................................................................................................................. Address.. .........._.._................. ..._............................................................................. THIS $PACK FOR RKCORDKR'e UeK ONLY )Elk: 9044 ...4A.1h.... /► ..._.............. Pg: 346 Doc# 98242444 2wnw ........................... Filed 8 Recorded 08/18/98 04:52:29 P.M. HENRY W. COOP. Nil— CLERK CIRCUIT COURT Sworn to and subscri d before me lips... ........................••••• DUVAL COUNTY, FL J( V REC. f 6.00 ........................... ( da o ..,...,.. ..... .......................19.....,... .. ...........................:,. Notary Public, State of Florida My,Comm. expires May 5, 2000 Comm. No. CC 552643 I ,.. 9 TO DEPARTMENT OF BUILDiNQ CITY OF ATLANTIC EEACH 1 PERMIT INPORMATION � -- N LOCATTON INFORMATION ar*it Number: 17016 Address: 1270 OCf:AN BOULaE:vARp � 1 Ea m t Ty :PLUMI NO ATLANTIC: 'BRiCH?' FLORIDA'.32233 1 of Work:ALTERA'TON _ - =__ ___ LEGAL DES Y IpTION ------ Con ti, Typa:W�OOD FRAME Block: 49 Lct PART 4 4 � 5' Twig: 4 �`Pr Osad Use SINGLE FAMILY Sectiow. 0 �SubdRng 0 4 a l line a : Cb Subdl.vision:f! NDALAY Value: 0 .00 � TMp ov. Cost : 4 .00 T€ Taal Fees` 29.00 int a;zd}3 . 5 9.00 pate Pa A, /1' 98 ' t 04 ON # -tip- L P.P't�T CAfi C#t�1 FEES 8 -- = paw "�� `ERtIU'SCIN~ El 'l r 29.00 LEVARI} A' .OATDA 22 3 r `" r T '" :u`:4 �`��` �,+. ` '• s¢� �"`#%,' vC r rye' 4 GtT1s w sJ ir6j Eli RMATJON tts: EARRY-��PAR FL !dRINO> ; 0c . . �� _ PwE i ESE, . t#�IR , + .,... , ' ACICSINV I E , FL, 32,2 9 1, c FC .t) 9 + Rif? NOTES: ' I. i NOTICE-INSPECTfUNS MUST BE REQUESTED AT LEA$T 24 Ht)U tS I? RIrDR TO#NSPECTfUN 3UiLDING MATER►AL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT Be PLACVQ.IN RUBLIC SPACE,AND MUST Be CLI ARED UP AND•HAULED AWA' 6Y EITHER CONTRACTOR,OR OWNER 1]LURE TO COPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN TIDE PROPERTY OWNEkPAYING TWICE FO BUILDING INIPR+QVE;IVIENT9.9f or 133 IED`ACCORDING`TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AID'SUBJECT TO REVOCATION FOR 11if ATION OF APPLICABLE PROVISIONS OF LAW, i 3r ATLANTIC EACH BUi DIN EPARTMENT t e CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBINGPERMIT JOB LOCATION: c� o V C' f cto I V 6 OWNER OF PROPERTY: C,�� S�1 lUe ram PLUMBING CONTRACTOR 1��2 u �� �ZIEVZ_ IOU �_ ) CONTRACTOR' S ADDRESS:J.0 a2� 1 p n\il eg-t Pt v,2- STATE LICENSE NUMBER: C �C. - b a`�'1 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3.50 + $15 .00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND F XTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 CITY OF ATLANTIC BEACH RECEIVED PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTE.bFFH998 MOVING, DEIOL I TIONS City of Atlantic Beach Owner(s) : f N i I ��i'a 1A 5C to Building and Zoning Address : f Z-7Q c ftN •t-a—I 1D phone: Lot Block Cr Unit Subdivision: Contractor: State License `0 5- 7Z-lq Address: //d / '7U1 7 4 State ccce 2L Describe work to be cone: / 4 ;N 'CuA AI-j a, c -=resent use o= Cu__..rtgt �. ��, ia_ at_CP. of __ ccs2^ CCP.StrlCtrCn ���� _ roccsed .s this an add'_:-cn? _ yes, wha: are the dimensions of the added -race• . X _:. W __ ___^.e added _rea Ce neared _nd zC0_ed" New e:ectr_ca1 (or _ncr=_ase) ? New clambing __:{tures? /7i5 New __rea i ace) New aedt/ACS SUBMIT == (COb00RCIAL) TWO (RESZ=TmU) C:MPLETE SETS OF PLANS, ZyCLUDING SITE PLAN, SURVEY, M ERGY COI?E FORMS, NOTI= OF COM?,M7 VT, ANr OWNER/CONTRACTOR AFFILIAVTT, IF OWNER IS CONTRACTOR. g:nature OWDIER: Cate• Signature CONTRALTO Date: �l�— / jf Sworn to and subscribed before me this �� day of 19 i NOTARY PUBLIC STATE OF FLORIDA AT LARGE �,l Patdda Amonette ;}t` 3881 EXPIRES •: MY COMMISSION M CC55 Must 27.2000 .;����Q;:•' BONDED THRU TROY FAIN INSURANDE•INC. P$R3BA+� DEPARTMENT OF RUII DI O ` CITY OF ATLANTIC BEACH ; a -- PERMIT ZMIa"ORMATIQiV .. - LOCATION INFORMATION, ei i t Number* 16988 A dress : 1270 OCEAN, BOULE' ` RD Pe m1t Type;REMODELI-NG ATLANTIC BEACR.,`llo'RI'DA 32233 Isla of WQrk.REMODEL- LEOAL 0ESCRIP "ION tonStr. T pe;R'OOD FRAME , BIr ck.149 , ' Lot:P ,Rlr 4; T' vp 0 `: JltQsed i Q :Ia 1!IGLL FAMILY Section* O Ba cI4 RxY ; 4 wre 11 i riffs; Q Subdi'v> s in;Mk1 IMIAtA'T t value: .w"8 ImP. au. Cost-, I Fees: ?5II04 s sut F a , 75,ISO 1998 c� w Desic n ss. TION ----�: AF LICATIOkI �`EEB der I Mw � V y+y AT 'LQRTI)A " 32 33 a � � 'y � �� M � , rk' "*�'•,y .kg ,�, OL I: OR. ' Qt3ARE , J IIrZtAR} Son i � FL 32 21,61 � f u ,p , �Z +" NOTICE—INSPECTIONS MUST BE REQUESTED AT LEAST24 HOUFIS PRIOR TO INSPECTION BUILDIWG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST'NOTI8EPLAC>=C+IN,PUBLIC,$PACi?,AND MUST BE OtEARED.UP AND HAULED AWAY BY EITHER CQNTRACTOR.OR OWNER M T Q S ` f,Atk.URE T4 COMPl.�f 'V1 I ■ H THE MECHANICS' LEI t �aA� �SULT fN PRQPEI 't'Y,CVItNER.PAYtNG TWICE FSR BU`I .t31NC 111V1lEN'T ." f ISS�.ED ACCORDINCti 7O APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANIS SCIBJECT TO,REVOCATION FOR V t 4t#C1N'OF APPk.IGAIBLE PROVISIONS OF LAW. Amw ATI A ITlC 1 EACM BUILDr DEPARTMENT � ' i 4L�j ------- MAP SHOWBVG BOUNDARY SURVEY�OF cap= K 4,76 4.4,•"' rl-J`= s`x./7-N 31,45' AS SHOWN ON 1L4F Of" L"I16, Q pALAY AS RECORDED IN PLAT B00K_j0 PAGES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CF_RTMED FOR: ,\&)C)ec- t�J J. Efif L,Sv,--) 427- TIT=c 0F" !,//� rC OIJ /� =r, //'J/'.- ✓�U�l i.=� C/�C'= �,�C«��c_-./�2T•S—rJti.J � l>S/3 C�.r2tilL—: P.i°� . I 4T) G � I PIN J V 1} 27.0' 22.7' k N N C rA.)C. . /BLOCK, 12 7 O o J i � N I Ck j �Z-S O' T (CccElqAJ TJ L /lJ THE PROPERTY SHOMV HEREON APPEARS TO LIE WHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD vSURANCf n A TT ,bT aP__-- ._ FOR THE CIT?' OF r 3 �„� FLORIDA, CA TED 4— �— B`2-- AND �ff� ���,,� //CITY OF ��}} 7Q&4"4 4G 12ew s-1", Office of Building Official REQUEST FOR INSPECTION Date V I Permit No. a `' Time A.M. Received _ P.M. Job Address Locality Owner's Name —Contractor �_ BUILDING CONCRETE ELECTRICAL MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Q Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. Friday P.M. A. O CO f d M. Inspection Made P.M. Inspector a.f may — Final Inspection E3 Certificate of Occupancy ❑ Date -44gD O u a�r7 AkV lo yv / CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32133-54.5 TELEPHONE(904)247-5800 FAX(904)247-5805 41(A WWWMMI , Apnl 5, 1996 Terry L. Kelley 1270 Ocean Boulevard Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1270 Ocean Boulevard a/k/a N.1/2 Lot 4, Lot 5, Exc. N.12-1/2 ft, Block 49, Mandalay RE# 171823-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 21, Section 21-21(1) �e., motor vehicle offered for sale on City right-of-way - Toyota pick-up truck RHM-24L FL. You are hereby notified that unless the condition above described is remedied within one (1) day from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, 'd W. Grune aid Code Enforcement Officer KWGlpah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED psi ► 163 3 DEFARTIMAENT OF BUIL011NO CITY OF ATLANTIC BEACH LOCATION 1NFORMATIgN x iu9lYtks.e Address 12,10 OOS� <BOUI EVA J ar is TT.0 �.U�"ILTTIZS ATLANt C 5 LOO I D,A32233 ' rxst .f00USlack . 9 L�ty.rk' TION l�AFtID '' d t3 8 "A1TLT Seia�Dil �d.* tzt a3 IIw13 a> Is ' 0- S�zbdiv �ior�.�,N;�AIY` 1T1 1 tze;. 4 w 00 Pnprov i TotaI 'Fey 25,00 1 r V5 1 Ar 040 t �I�rk Slim1 ...:a.+t.r l.t S:.+ .,# ON f S ON _.., f ��ttyy�� �yy N :,g I a-e• ,aJNda r "k"fie ` r $ i 'k s Y. 'rx , 1Ttl e: URS L SCAPS AND IRR I C. "... �"#I a '� ,.S 'T'S " FL 32250 � ZY.P . Ar y s t s� r# , s N TE a _ NOTICE—INSPECTIONS MUST BE REQUESTED AT`LEAST 2 WURSAf4R'Tb INSECI`i©Fl UILt IIVG MATERIAL,RUBBISH AND DEBRIS FROM ThJIS WORK MUST NOT RE PLAO D IN PUBLIC SPAM AND[+,UST SE I:tARED.IJP AND HAULSC3 AWAY BY.EITHI k CONTRACTOR OR OWNER Mtlr xFAlUR Tt CJIPl,Y iNITH THE MECHANICS' LI # kgU i ;. N HE;PRC PWV OWNER i AYlNG '�WjCE Ft'f%'j§ SUED ACCQRLII!NQ TQ APPAt7VlrD PLANS;WHICH ARE PART QF THIS PBRM.17 ANp SIiBJI+CT fit3.REVQCA7IIE3N FC3R k IQt ATION OF APPLICABLE PROVISIONS OF'LAW. ALPitd BEACH-BUILDI DE ART'MENT BY. " CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:���pi-/ OWNER OF PROPERTY: /J ee PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: Z 7� TELEPHONE: `�g �e-- HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER G /,/0^ TOTAL FIXTURES: r X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRAC ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 1 CITY OF ,� 4&�Lc B�-�& Office of Building Official C / REQUEST FOR INSPECTION Date —///�Y Permit No. / � Time ��j A.M Received e, G� P.M. Job Address Locality Owner's Name Contractorr J /a BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ To O ❑ Heating Insulation ❑ Lintel ❑ Final �c Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made r P.M. Inspector Final Inspection Certificate of Occupancy❑ bate i ©iPARTMI I,NT OFiii6 #Nt3 CITY OF ATLANTIC BEACH x. M.. P1 RMI- NPPAMA �t, 1 .. ,. _ ;.:. LOCATION' I1 P ?R T{ .__ . Pt N r: Address; � .7tI,` �� BpULE1tARD w ar it It a: �?LU�I 1010 ATI:�t�` C;,"BIZA H . rLMIDA . 2 of W AL'TOA 1,011 L �` ESCR IP ION' �. �Ont tr. ' Thr 0. WO F�AI�1R Lot a �I'ock: Sectiones rop s e-d Bel.. B I NOLB `AM LY, Township: �kR�3. {� Gide`. tE ulad �rixsc�n¢ °AE 'IC` BIwA y unmated , 1ue: ' $0 .0011, Total yas * $25,.t3q Amo $25.00 Ba 9 RTIC` BR LI t �v .t w�....+r...w,..,r I #r! MrOF , f ( ' �3 . . A s BSL :YARD WATZR ImPAO- T FEE SO.,01 P R ` LOR 11` A" RAD�3w .4t € S ► . t ..,. .._ tt3 CSR. ... RADON, .C'AB o a t}p . am*-: .' TR .t CAP `' A ;IIy1PROitB 4 .06 ILLI» 2 � OR ?BSCI1�BC' OI $0 .00, L- e`' 5 'Pa 3 ' w CAROB' {. t�t{)TtCE At.L C4TtGRI TE FORMS ANt3 pont Nt3S MUST Bt=.fAtI PECT I E Int E t�#ttRtt G PERMIT'VOID SIX MO CHS Al=TE A DA t Cat*t� 9, MATERIAL, RUBBISH A 1 k I E RCS SROM THIS'V QRK WECJST NOT B ?i��31 ,PUBLIG'Sf�►AGGE A1+t[3 MUSS CLEEO UP ANI;} LEQ AWAY 81� IItttEEE CQNTRAGTOR t3FI OWNEf# -.,EAMLURIE THE ` WOE FOSTHE i B AGGQAQI TO AF PROVEEj PLANS WHICH ARE PART OF THIS PERMIT ANt�S0,61I CTfitt RE ATIQN Edi #C1F`API? CAE3LE PRO!$iCNS OF LAW. A TCG AGFfBU Q C ��AEIN'C fit► - 4ttf�1 CITY HALL ATL BCH TEL No . 2',`475805 tdo 1 t , 94 14 : 12 No , 002 P .01 CITY OF ATLANTIC REACH APPLICATION FOR PLUMBING PERMIT J08 LOCATION: �.� ,.,,. �.-, 1`/ 4,4 !� _ OWNER Or PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRKSS: TELEPHONE NUMBSK: STATE LICENSE NO: �� O �� 4;57 W TYPE OF BUILDINO: ._ �% '�-�� TYPE OF WORK; NOM MANY OF Tat FOLLOWING FIXTURKS INSTALLED slNxs SHOWERS LAVATORY MATER HEATZRO BATH TUBS DISHWASNERS nit Y NALS D I SPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHLR TOTAL FIXT(Mt COUNT; x $3.50 + $15.00 = $ ------r--------------w--r----------.,rr-----r----.ter---war..----r-- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST ItXCENT EDITION OF TUN SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULB INSPZCTIONS - (904) 247-5026 SEWER CONNECTIONS MUST BX CALLRD INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 h 0EPFTItT `"4F �' CITY C3F AT;LAMTIC BEACH 51 LOCATION" INK w 9765 AddCI3USfiRA �-.. � f -. � ' �� —.� � � � r.` ' ` C� ` : Las oak e on , ; d NOV, t i ' :s t-0 .X 0 � � r $25.00 �. low I .f r+ t1L1t�dA�k 7 " ;, N 14 AC V SCS .Q a Ti X7 A4 10 ` ; AP- RADON , .R. , $L . N m i' '. P# I LI3 � � L I1 PROV, S4 < } rdM'' ,�� •b; ru..,.%e, �x Mx-,rnlea.-�s'xa.�*av',;,,rr^zxtw���aw�au uatnewer°tusFre ++is.:a,m'a§umnary,�.u..d�^* asmaio-�* yyyd9 - 9 15Ta.er. , l 91 T '. t xNS U :• 1 r= fl C t(• Y { NC3TICE ALS:C+dNCRETE Q"M9 AND F©C'IINGS MUST-16F.IN�AEC'�'I��►E3tf�RE PE�URtNd h i PERI tT VC31D:-$�X MONTHS AFTER DATE'10 Y BlJ ,RIiU MATERIAL, RtBBISI-i ANCAESRIS FRt4M TH15�U4RK MUST NOT B PLACED IN Pl1SLIC$PACT_}AND MUS 'BE ARFD UP AND 4 ULI~C1:i4WA'1(E3Y EITHEi CONTRACTOR QA OWNER' f oil S UR T � "H THS n cH �c� L � ', U N31 ER FORtH ED.ACCCRp1>tG T0�APPR0. V p�"PL;ANS'VUHICH ARE PART QF THIS PERMIT SND St1S,9 CTTC " its N OF,APP IC k LE�"RC�/ISIONS 47F"LAW, BEACH BI0ILDING.DEP0TMShJT - ' t { CITY OF ATLANTIC`$EACH APPLICATION FOR; 70 PLUHSING PERMIT J0$ , LOCATION: OWNw OF PROPERTY: l4 ' 77 t y , / JO- PLUMBING CONTRACTOR 4 T i AND ADDRESS: µ` � TELEPHONE NUMBER: d ` STATE LICENSE NO: J j TYPE OF BUILDING: esl l 15/ TYPE OF WORK: wt HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY s WATER HEATERS ;r ( BATH TUBS ` ` ^ DISHWASHERS ^. DISPOSAL URINALS Y CLOSETS A/�owlp-j� WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER _ TOTAL FIXTURE COUNT: x $3.50 + $15 .00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 i QEpARTMENT Of BUILDING CITY QF aTLANTiC BEACH --- 'PERmri INFO�)iATT4k - -------- LOCATIoN INFomfATICI!I P m t Number': 6 5't Address . 111270, ,OCEAN 15OULVARD, er x E���� FLCRILA t k� MEC`11A tII L ATLANTIS ;� � �� ' w S c WQ 33Lfi1�N�iTION Ty;e 006 FRANE Lot 80C `rlppos FAIL 'I` w z RN � :. Et .ttd V lue: f) :QD 037 00 y Da 26[9 '. 3g 'Or S M , k.. e �_. DE"Elk AND ,AIR HANDLER,: XON Name a , "pp � UL. VA WATER : I PAC FES ttFLORIDA 22 Sr IMPACT FEE 3 � �Ct � ro zillel 0 =R OMAT r ` �.� #� "QAA, �+k3.'R4 y�,14d .1d y,f a, 1 . .,. iN X 't�. WA `R ► { h } 9 A ENt�E � �} EEE A 'PL 1DA 32250' L rs nCA Type: 3 C.APIT.A1� IIS �C���. Sc� .00 SEC H . 'MPAFEE A"'' ( Iwo: i i Ir fi S b,. AIE i -.ALL CdWCRETE 1^I3##1N$AND FOOTI]ROS MUST SE IN$IdECTEd BEFORE PtIURINGi Y PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE r _ - �.ptl MA kT IAt I IJB$1 H AND C?EBRIS FROM THIS UM O K MUST NOT SE PLACED IN PIJBk.IG SPACE,AND N OST SE EARED UP A[4i HAU Efl AWAY$Y InfiIHEI CtONTRAOtOR OR 4WN R' ' " � ► R ,' " Com ;' '!TH THE MECHANICS' 1 N UW CAN RE U „T 1M r OWN" YINtGTWICE FOR R1�1LM imp' 0**MltN EC AC CIFt .:NG T1APPROVSD,PLANS WHICH ARE PART OF THIS'PeIwIhAiT v. LRl`IC)N C3F A PIICABI.I~PR{VISIgNS OF LAW, , am'!p"Well own ' Tii`ANTIC BEACH 8t11LDING DEPARTMENT - "" BUILDING AND, ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 3$233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —Applicant to complete all items in sections I, II, 111, and, IV. r. 2LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-divisjion 11. IDENTIFICATION To be completed by all applicants 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 apart hereof and in accordance with the City of Jacksonville ordinances and standards of good.prectice listed therein.. Nash of MechanicalContractor: Contractor (Print) Master Name of I ftperty OwnerVJIU (� tR 61 $%"re of Owner Signature of i ar AsNhaisti►d Agent L Architect or Engineer, III. NERAL INFOWATION A, Typo of heating fuel: B. IS OTHER CONSTRUCTION BEING POE ON Electric THIS BUILDING OR SITE? L}L) J 13 Gee—Q LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION OR PERMIT I Other - sp.eify #V. 60*40111 /ll RQ11110MINT TO RE INVALLEO NATURE OF WORK (Prowwo complete beth of components on back of this form) X residential or ❑ Commercial Neat Q Space Q Recessed XCent"I O Roor Q New Building Air Comirtionmg:l; Q RoomA Centre) Existing Building 13 OW, System: Miet Thicknm Replacement of existing system Mesimsun capacity �1 A�Cn e.f.m, New Installation(No system previously Insto,fied) Extension or add-on to existing system © RON"rafion ❑ Other -- Specify 0 Coolissg tower: 4rapscihr q.p.m. Q Rre sprinkle": Number of Mads Q se"for Q 00"fift Q Escalator (number) THIS SPACE iOR OFFICE UW ONLY Q es"lifte pumps (number) (Res lit p Tem (number) Remarks Q LM contain (number) n retied r"Ure »« 13 Sellers Permit Approved by Dofe 4 Id Other Specify Permit + ,IST ALL EQUI MENT Ant CONiDITIONIM AND REFRIGERATION EQUIPMENT NttaCa_paal l►ber Vnlb DUOMPUon. ModN Number Hanufaeb it (TOM)tY w� I SEAMG - FURNACES, BOILERS, FIREPLACES7M Ntnle>aa'Vnlits Deeaslpttoa Model Number Yanutatstttreoc �( Z$ 'V)r AWWWft �� EPZ M) Lk TANKS 'Now Many XWO 21 Capealty Type L,lquid Name of Serial Approving and Contaiaed >rta> ttllreoc No. CITY OF r�urtcc �eac&-�anda Office of Building Official REQUEST FOR INSPECTION s ,0!77 Date! a Permit No. _ Tirr .'J V `t Diisft ict No. Jab Address Lacajiiyl I,Name s Contractor �" ff�� 'BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ e Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final NI"— Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab 11�IL A.M. Mon. 4,Tues. ed.' Thurs. Friday P.M. A.M. �� Inspection Made RM, ;-- Inspector _ Final Inspection❑ �,... ,p(} Certificate of Occupancy U e— K f Date -,, i OF Office of Building Official REQUEST FOR INSPECTION f `S1 Permit No. `' ! fz A.M. ived P.M. District No. Job Address Loc Y Dr's q Contractor _DING CONCRETE ELECTRICAL PLUMBING MECHANICAL ing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ oofing ❑ Slab ❑ Tamp Pole �❑ Top Out ❑ Heating ,/ Lintel ❑ Final b�" Sewer ❑ Fire Place ❑ READY FOR INSPECT N Pre Fab ��t1 Tues. Wed. burs. Friday A.M. fiction Made P.M. cctor Final inspection❑ pp Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approved by AP FOR ELECTRICAL PLICATION PERMIT TO THE,CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICALREGU TIONS, CODES .ND CITY OF ATLANTIC BEACH ORDINANCES. R & R Electric Co. P.O. Box 62238 Jax. Fl 32219 764-5555 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURN-"YMAN NAMETerryKelly _ADDRESS: 1270 Ocean Blvd. RFD BOX BLDG.SIZE BETWEEN: RES.IYJ APT.( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW( ) OLD (x) REW.1 ) ADDITION ( `) TRAILER ( 1 TEMP. ( 1 SIGNS ( ► SO. FT. SERVICE: INEW( ) INCREASE ( ► REPAIR ( ) FEE 4- CONDUCTOR SIZE l) 400 AMPS COPPER ( ) ALUM. SWITCH OR BREAKER oCDO AMPS PH 3 W // LT RACEWAY EXIST.SERV.SIZE AMPS PH J3 W // LT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES I5_ CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES �Z INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGEPHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES' GC BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between ' ~ And BUIMIN Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described:in the abcve statement we hereby agree to perform said work in accordance with}he ettacllgdplans and specifications which are a.part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein: Nasse of Mechanical Contractors Contactor (Print) ! Master Name of Property Owner �&LL_j Signature of Owner Signature of or Authorised Agent Archifect or Engineer 111. GENERAL INFORMATION A, Type of hooting feel: B. IS OTHER CONSTRUCTION BEING OON£0)1 a K Electric THIS BUILDING OR SITE? fV ;Q Gas—❑ LP ❑ Netvrel ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCT, ❑ Oil PERMIT 0 Other._ Specify IVVWK1 XICAL DWWMWT TO SE INSTALLM NATURE OF WORK (Provide cbmpleM(int of compeaents on beck of this form) Residential or ❑ Commercial VtteiEt ❑ Spee ❑ Recessed A�Central O floor ❑ New Building Air Conditioning: ❑ -R m Central rt �,Existing Building Q Ovs:t System: Matrrie ick A_ ❑ Replacement of existing system Maximum capacity c.fsn. 00 )9- New Installation(No system previously installed) O Refrigos�tion ❑ Extension or add-on to existing system Cooling tower: 11 Other — Specify Capacity g.psn. ❑ Firs sprinklers: Number of h"41- 0 eedQ Elevator ❑ Menlift ❑ Escalator number) THIS SFACE POR OFFICE USE OMY (3„Gasoline pumps. (number) (Reseiwd) ID; Tsndl� (nunsb�r) Romerks (3 LM eonteinors_ (number) Q Unfired pi nwre vossas a relhtn Permit Approved by Dem 3 OOW — Spe iry Permit F+ 4W-ALL EQUIPMENT AUt CONDITIONING AND REFRIGERATION EQUIPMENT Cay” ty pprovftff Number UnitaDacdption Stodel Number Manufacturer (Tons A T M� HLATING - FURNACES, BOILERS, FIREPLACES fitim►ber ValuMadel bar lRaat>: (>$'1 U)CapoldW V 14- ok 41 i TANKST.�V per. ' Aaw Many Nall bW Capacity TYPO add Nano at Serial Appreivin` sad Dlmaoaiaoa Contained xamd"Wer No. T I DEPARTMENT OF BUILDING 9749] CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB DateMaw_23.23_ 19_18__ Valuation$ Fee$ 44.00 This permit not valid until above fee has been paid to City Treasurer,and is T subject to revocation for violation of applicable provisions of law. It 4*00CKT This is to certify that SAMER A/C 4 t. 4 1 Ix 577310 9/049 s . 6454 U 151231E has permission to be& INSTALL NEW HEAT LAIR SYSTEM i 000 Classification RE-91 ?E T_IAI Zone Owned by KELLY Lot Block S/D House No. 1270 OCEAN M-11 R'lI AR According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE �---► 4 0 010, Building material,rubbish and debris 1 from this work must not be placed i in public space, and must be cleared up and._Aauled away by either con. lira ,rr owner Huildun tial. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I n»�Y'- .r : it eering.Caictlab&iu FarmUNITM New ton 137; CWM" � s all i i j 1 � € _ i c f I g i i • r F f L [ r { F {{ I I ►stEPokRE:) T M s p+'g EAqi,-*.a-rirvq Ca�ctdabcq� Form T Wi=g ►�• -a►. �s�7 } f , 1 t i i i J a• . RkC-A.R C:; PRIX- w 4L �'r a DEPARTMENT OF BUILIXNt ` CITY OF ATLANTIC BEACH w PERMIT INFORMATION LOCATIONIATPt?RMATI£}N P� ' t Nurhbee. 157 64 Address: 1 " 4 EABOULEVARD VARD_ � Permit Typ DRIVEWAY ATLANTIC tEAGFi, FLORIDA $2233 1 a of NDS NEW -------- . LE AL*,DESCRIPT,ION _ WOLME�Typ o . � tC r . A ' & Two: P oOd Us ,SINLEPAML' � C Section! OSubd: Rnr t� Dweil ng 4 Subdivision MANDaALAY ,Est. Valu 0 .00 ltprov.. COs t 7 ,000.00 Total F curt 25.,00 oCyt k ACgHOT { --- APPLICATION FEES -----4,--- IT PZOUSONkO4 MAIM- LEVARD ' ( 14a. FLORIDA 3223 K MM C R ORMA'T 1Off - + V0 U ION' COINC. . -.ti A�d4r'-;,�. .. f ALLWOOD ROAD 9 � LLE 3lI m 2 NOTES: i c, 1 NOTICE t INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 4 BUILDING MATERIA`L,RUBBISH AND DEBRIS FROM!THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND RULED AWAY BY EITHER CONTRACTbR OR OWNER I t; "RAIL.URE TO Ct MPLY WITH THE MECHANICS';LIEN LAW CAN RESULTS IN THE PROPER TYOWNER PA►YINiG TWIG FOR BUILbilk' tMPROVEMEI�t AS,SVEb ACCORDINO TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT'TO,RE VOCATION, FOR 14 OF OF APPLICABLE PROVISIONS OF LAIN. ATLANTIC B CH BUILDING DEPARTMENT 9DIBM "1 6y: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,D&IOLITIONS Owner (s) : Address: l� L61D Phone J7as f Lot #�7�� Block or Unit # 7% Subdivision: Contractor: yz /USV��aJ"� C� State License # Address: gr �Gwv-cw / %C Phone No: Citv cf/¢�g &4z� Stat//e Zip Code 3�2Sa Describe work to be done: �it�l�� Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? X& If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? AC� New fireplace? tiyNew Heat/AC? A-)Z SUBMIT THREE (COI4:RCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS; INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: _ Signature CONTRACTOR: Date: Sworn to and subscribed before me day of 19�d 0 NOTARY PUBLIC STATE OF FLORIDA AT LARGE N"11 Pd"Mior�etEBMY COMMISSION Y X�5598M1 EXPIRESXVW 27,2000 YONoiC T!7AOY fAM!NI®URAdCE.INC 01/11/1998 12::4`13 �90422s469506�T�r T�FERRGGUSON �1lrg�� v p� PAGE 01 AG "y Lu C;U2-r4-' ? - 4_-4.>- sa•��r "rl"' AS .SHOWN ON MAP CSF . ►moi,o.,t`.t �,a,L to Y- AS RECORDED IN PLAT BOOK PAGES - !f OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIED FOR, A n-)C;)QE tJ J. t` (C t2 i S�s .1 r ��LrS[�� ?��7�w/32T TITr C]F T�GAJ It r�3P_c.->egA A/l. K G � o J 1J r1�, fp 27.7' B7cdy� 1� orb THE PROPE72TY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE AS SCALED FROM FLOOD INSURANCE RATE' MAP__L FOR 7HE CJn' OF "; �r��� i'tORIDA, DATED 4--/2 E39 - AND IS SHOWN AS A COURTESY ONLY AND DOES NOT Ca,/S777i/7E A CERT7rCARON OF SAME. TRI-,STATE LAND SURVEYORS, INC. 8411 BA MEADOWS WAY SUITE #2, JACKSONVILLE FLORIDA 3.2258 (904) 731-7235 LEGEND V CONI,war • WEW Car. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. (,Pr7'nYnr GAP 0 Ls 4944� NOT VALID W774OUT THE SIGNATURE AND 7NE ORIGINAL RAISED SEAL -x--F£NGE OF A FLORIDA LICENSED SURVVEYOR AND MAPPER_ qNEW MR.0vwv) 01tom cur Ix A.I.. tlLWX#YG REYMCa oW LNE eNVT 6ASEWENT LARRY G. EDDY, L_5_ No- 4f44 R/W rmQ4r—aF-wAr , i'� _ ccs E GOWIRM ARCA SCALE, G CENTERLINE ��J / A/c NR caNOFT700AW PAO R�GiSM RVEff MAPPER, (R) RALWAL ruSTArnx DA 7E• 12 -Z�—1:307 STA lE'(� rL �ORIDA 21) 77-7—=' PG_ a ORDER JVO. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18910 Address: 1270 OCEAN BOULEVARD Permit Type: DEMOLITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMOVAL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 & 5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est.Value: Parcel Number: Improv. Cost: ` WINE-R INFORMATION Date Issued: 10/01/1999 Name: ANDREW& KRISTIN FERGUSON Total Fees: 50.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/01/1999 Phone: (904)241-7100 Work Desc: DEMOLITION OF EXISTING GARAGE AND DRIVEWAY r s �. CONT '.°' RA S -.A P N°FEES WILSON CONST. GROUP OF N.E.FLA PERMIT 50.00 }. .. .4ppctions Re ttf ed NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $58.00 14 Date: 18/84!93 81 Receipt: 9888288 CHECKS 617 ATLANTIC BEAC BUIL NG DEPT. 9ei9e9eaz�>,999 i CITY OF ATLANTIC BEA PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEHOLXTIONS Owner(s) :. PH� -I- VAI-5 b-ri"I F 5LIs -0 /d Job Address: /.;L 76 6rc eFRAI 8(,'-1 - —Phone: ?0q - 77-F- 3707 Lot # Block or Unit # Subdivision: Contractor: .1.4 &96�. 6�,-w State License # LL)t I i IWT" C.0'4 LL Address: /03 CAFy-E2"V .11 /,IV. yule JQZ Phone No: 90!c�- ZZZ -6036 City State ZFZ Zip Code_� Describe work to be done: OF U Present use of building: 1 1--o MI,IV 0 Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: OIMLLII_V_� Date: q I'll ci r Signature CONTRACTOR X Date: -1-71 AS TO OWNER: F 0 ANITA COONAN A-- Sworn to and subscri 'Fe""09 Y I ay of 6 19 U-PoeKnCoC"697I497 ly I Othw 1 1 0-LICC-1— AS TO CONTRACTOR: Sworn to and subscribed before me this_c�/ day of 19f. NOTARYPUSLIC STATEOFFLORIDA SANDRAA KIRKW00t) NOTARY PUBLIC COMMISSION NCCM157 EXPIRES 71W2001 8"WTHft ASA I-11U-NOTARY1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEAANNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-6877 PERMIT INFORMATION LOCATION INFORMATION Permit Number. 21572 Address: 1270 OCEAN BOULEVARD Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4&5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est.Value: Parcel Number. Improv. Cost: OWNER INF ATIO Date issued: 3/07/2001 Name: ANDREW& KRISTIN FERGUSON Total Fees: 920.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 920.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/07/2001 Phone: (904)241-7100 Work Desc: 1 " Irrigation Meter" .; �l .,TION FEES PUBLIC WORKS DEPARTMENT WATER METER/TAP 560.00 CROSS CONNECTION 35.00 CAPITAL IMPROVE. 325.00 Ins ons Re `r,Jir+ecl NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: JIMIER ATLANTIC BEA H BUILDI DEPT. Date: 3/119/91 91 Receipt: 9949151 Total papent f929.99 CITY OF l*&wtze Beat! - 174Ude4 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Date 'el S--d/ U's eN Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ - -' Water Tap - Labor and Materials to tap into water main $ S~G d Water Meter .- Cost of Meter $ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ -3 Sewer Impact Fees - Funds future expansion of the sewer plant $ Water Impact Fee - Funds future expansion of the water plant $ O — Capital Improvement - Funds for improvements , expansion or replacement to water system $ 3 2 J' TOTAL COSTS $ cJ '2 G .0 U If you have any questions concerning these charges please call the building department at 247-5826 . Sincerely, Don C. Ford Building Official DCF/pah 904-247-15872 P.ol Mar-01-01 O6:34 Harry McNally p. 1 Building Dep arc�nent 804-247-5805 !'/ \,CE Q UO TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME MAILING ADDRESS / PHONE NUMBER .;2- DATE SERVICE REQUESTED SERVICE LOCO-',TION 1 r�L-� l.i�JZitr._ c1.;! u{:�t.. - — -- - GATE SET TO PUBLIC WORKS GATE RETURNED TO SU+LOING OEPARTMENT PUBLIC WORKS DEPARTMENT PR/CE QUOTE RESPONSE WATER: S:�,3n , SEWER._j OTHER: 3 �.aa PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER 3:761`61 jl'z�w, CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-6826-FAX 747`5877 PERMIT INFORMATION` `OQQ N INF ORMATION Permit Number. 21575 Address: 1270 OCEAN BOULEVARD Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 &5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/07/2001 Name: ANDREW&KRISTIN FERGUSON Total Fees: 885.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 885.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/07/2001 Phone: 904 241-7100 Work Desc: I " In alio I Meter FEES PUBLIC WORKS DEPARTMENT WATER METER/TAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 '9Ahspqq#ons i" w NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AT NTiC, EACH BUILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SENNNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX 2475877 PER 1T 1N1=00F MATtON A71 1 FO II�iATItN Permit Number. 21575 Address: 1270 OCEAN BOULEVARD Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lois):PART 4&5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est.Value: Parcel Number: Improv. Cost: OWNER INFORMAL Date Issued: 3/07/2001 Name: ANDREW& KRISTIN FERGUSON Total Fees: 885.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 885.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/07/2001 Phone: (9q4)241-7100 Work Desc: I " Irriation Meter FEES PUBLIC WORKS DEPARTMENT WATER METERITAP 525.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AT NTIC EACH UILDING DEPT. CITY OF ATLANTIC BEACH DEPARTIVIEi i Or BUILDiN s 900 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAY: 247-5877 OF f Permit Number: 19084 Address: 1270 OCEAN BOULEVARD Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4& 5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost. Date Issued: 11/04/1999 Name: ANDREW& KRISTIN FERGUSON Total Fees: 25.00 ! Address: 1270 OCEAN BOULEVARD Amount Paid: 25.00 I ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/04/1999 Phone: (904)241-7100 Work Desc: FOUNDATION FORREMODELING_ OilNAMIBIA iEw i WILSON CONST. ROUP OF N.E.FLA -'PERMIT 25.00 I A Wo I I p G i 1 NOTICE-INSPECTIONS"MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION IBUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND ! MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 0`°FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.88 14 Date: 11/84/99 81 Receipt: 8888586 A NTIC BEA BUILDING T. CASH 88188883221888 PAGE 02 09/22/1999 10:04 9047276035 WILSN This Instrument Prepared By: Book 9425 P9 1298 FHDNI` NOTICE OF COMMENCEMENT STATE OF FLORIDA, , l COUNTY OF THE UNDERSIGNED hereby informs all concerned that improvements will be made to certain real property, and in accordance with Chapter 713, Part I,Florida Statutes, the following information is stated in this Notice of Commencement: Description of Property: (street address if available, or location, and legal description of the property) cc 8t-1 fleoe_6, A/, J-2-733 General Description of Improvements: Owner: (name and address) �,� �,s�,./ Bk: 9425 K�,s f��� R Pg: leg's X2.70 CC 9A1,1 A)vJ- Doc# 992411,,, f-f.44i,t1lc. 324 33 Filed & Recorded 09/30/99 Owners interest in site of the improvement: HENRY 10: W4'29 A.M' CLERK, CIRCUIT COURT REC. COUNTY, FL G 6.00 Fee simple title holder if other than owner: (name and address) Contractor: (name and address) / o 3 C°erWw y al &. / Su�7`• /v 8' 4 44 C-ksa,44o.64.1 �/. Lender: (name and address) 104-0.0Its g f C.M o Nfe► 1/.sd d-. x"al 3 a o 8 2- Surety Surety (if any): (name and address) C Amount of Payment (Surety) Bond: $ Person within the state of Florida designated by owner upon whom ggtices.or pther.documents may be served as provided by Section 713.130)(F), Florida Statuiis: (name and address) In addition to himself, owner designates / of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(G), Florida Statutes, This Space for Clerk's Use Only (signatu o owner) eAj�lly =ANITA C011NAN 'f.. r;„ orn to and subscribed bePorc me My Comm W. 11/ /2001 t 1S day of 19 No.CC6 7 'Known I A Y PUBLIC My Commission Expires: Tertifirate of Orruvanrg Atlantic llcac4 --- Nor-lba 13evttrtwnt of + ufilbing Ins ert nn This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the €a.rimur ordinances rear l r � � -ild,ng constructio o, use, For ai�> fulluwir�g. t7>B uiSsbs#r: tt!3.'? fl_oL3. - `._i Fidg.parmit Nvi 191,47 . Group w,frame ~Type construction addit Fire District Atlantic Beach Owner of Building Andy Ferguson Address 1270 Ocean Boulevard Buiidi dress_1270 Oc n_Blvd. t_ocatiy_ Atlantic Beach, FL 32233 By: -DON . FORD uiidirrg G.4scI -- mate: POST W A C-014SPICUOUS PLACE In : a CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION. LOCATION INFORMATION Permit Number: 19273 Address: 1270 OCEAN BOULEVARD Permit Type: PEUMlBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 & 5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost: OWNE t 11titFOf ATIOM Date Issued: 12/01/1999 Name: ANDREW& KRISTIN FERGUSON Total Fees: 43.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 43.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/01/1999 Phone: (904)241-7100 Work Desc: INSTALL CENTRAL HEAT AND AIR CONT#tA ' R S s .' . 'A FEES. OCEAN STATE HEAT&AIR PERMIT 43.00 ctions keg ROUGH MECHANICAL FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS11 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AT TIC B CH UILDI EPT. $43.0014 Date: 12/62/99 81 Receipt: 8015371 CHECKS 14710 ... .. ......_. UUILUIIVv I\INU i_UTAIIVV IIIJI'C%-o 1 V--s'114 ►,11 f 1,PIk..•-,1 I CITY OF ATLANTIC BEACH AILA1411C se[ACH, MOMMA 11231 APPLICATION FOR MECHANICAL PERMIT' --cnLii►4 H�uh;eFn 0 IMPORTANT — /applicant to complele all items in sections I, II, III, and IV. Ir Street Addrest:/a 76 _06"A/ _13yuc V/�-,e, ' LOCATION Of Wistsecfinq shoals: e Between-- � WILDING m4AI4G4 Sub•dieilien II. IDENTIFICATION -- To be completed by all applicants . In cnnr;derer;on of pnrm;I g7,.en for doing the work as described in the above statement we hereby agree In perform raid woil in acrnrdnncn '{IA IN* alrachpd plans and %pacification% which are a part hereof and in accordance wish the 01y of JaclsonAls ordinanees and slonderds of gocd practice lisrad Iharein. Nome •1 I./achanical Contraelera sahatfer (►,intC�T4 t� Ci 0� �` l/�G Matte► 3/� Neave el ho►orfy OwnorsO/v &+ralvre of Owner -'" -- Slgnelute of be A01%vitied A0e0 Arehtfact or Englnoer TIL GENINFORMATIO A• \trPe of L"09 fuel: ------ �• IS OTHER CONSTRUCTION� SEIN0�,G• ONE ON 1ric \_.__ ._ THIS SUR.OING OR SITE 1 LO C1 V N ❑ Got— ❑ .tvral C.nlr.l Utility If YES, GIVE HUMNER OF CONSTRUCTION ❑ 04 PERMIT ❑ Ofhw — sp*cify IV. NSCRAMr.AI 1QU1t1MSNT TO St INSTIILLSO 71nissidenlial E OF WOnK (Pr"Hall torwpl.te l;ol of tenrpewo»te OR l►.d of 111111 (' 1 or 0 Commercial ❑ Spau Q Roc.se.J U' ❑ H.sl C.elNl O Ito« ❑ w building 11A;f C 4rf;o 6j- [3It"m Gnlnl) Exleling Building ri "ct, sy,f..»: 1.4e1`9f4t IaL'L "Ida oaa Ugement of exlNing Iyet" ne Maaif»ucapacity �i 41 du e.f,nt• New Installation(No system preylously Installed) ❑ Extension or add-on to existing system ❑ aofryew13e4 C3 Other — 8peelly U C401i»9 MwK: Capacity q,p,lra ❑ Fare tpfrnH«o: NYT{HI Of Mad. 0 Ekwalef ❑ 1/o»lift ❑ Eoe.bMf InYte16KI tfus S/ACII 00E O"ICII USg ONLY ❑ Ga"goo pumpt_ (nYm6r) IR+«Ir•�! ❑ Tort♦:a (nvmbor) Qemarls ❑ SKI ti.l.1»KL. IISYTbef l ❑ Ual'W" prrwvre rwN ❑ wie" Forml) Appfevrd Oo1. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUITMENir ellty w � bar Kun+ser Volt. tbeecr Dtodel umMr 11(anuflsotur+r 55 'ri;e o a y •2�ri C_I _ I1EATING • FURNACES, BOILERS, FIREFLACT.B Ifumber Units 1)ercrtpUM X00*1 Number 1wCaegatMettl»tr A t ri TANKS now 1►tany Ttocetnal Ctpr►eity T�Y" U14qUJd Nsu" of Seclal Aovtng *Ad >Dbnasaions C)ont,►tneA H+unvl uttucrc No. Agency CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT " wEftll '. `f Permit e mer:Permit Type: 19166 Add ress: 1270 OCEAN BOULEVARD y e: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: TEMPORARY POLE Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 & 5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost: t Date Issued: 11/12/1999 Name: ANDREW & KRISTIN FERGUSON Total Fees: 25.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/12/1999 Phone: (904)241-7100 Work Desc: 60AMPS 1 PH 3W 240 -TEMPORARY POLE AND REBUILD SERVICE. CONTE ELECTRIC COMPANY PERMIT 25.00 I j FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.00 14 ATLANTIC BEAC BUILDING DEPT. Date: 11/15/99 01 Receipt: 061690477 CHECKS 06100803221000 ri CITY OF ;Q4N C &444-0;&Ud4 Office of Building Official / JREQUEST FOR INSPECTION Date ` �Z �S, 19 �7 Permit No. Time A.M. ReceivedP.M. �01 Job Address Locality Owner's Name —'ContractorC BUILDING NCRETE ELECTR CAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring [� ugh ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole �OUt ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Se r ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday 5`� A.M. ade Inspection PM. Inspector Final Inspection Certificate of Occu ancy ❑ Date s CITY OF ,4&a4etda Veael - 800 SENIINOLE ROAD ATLANTIC BEACH. FLORIDA 3_233-5445 "— - TELEPHONE (904) 347-5800 FAX (904) 347-5805 o v. SUNCOM 85'_-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT "M.R , PERMIX, g ! 'affiWARaJEC Permit Number: 19167 Address: 1270 OCEAN BOULEVARD Permit Type: ELECTRICAL j ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY j Lot(s):PART 4 & 5 Block: 49 Section: 0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost: n _ Date Issued: 11/12/1999 Name: ANDREW& KRISTIN FERGUSON Total Fees: 35.30 Address: 1270 OCEAN BOULEVARD Amount Paid: 35.30 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/12/1999 Phone: (904)241-7100 Work Desc: ESS 200AMPS 1 PH 3W 240V 4/1 RW ALUM --INCREASE SIZE PANEL-REMODELING CONTE ELECTRIC COMPANY PERMIT 35.30 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. .s0 i4 Gate, 11/15/99 01 Receipt: 0515010903 CHECKS 1 " ATLANTIC BEABUl DING DEPT. CH 00100803221000 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:—% \ _1 19 1 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JeURNEY NAM � ADDRESS: � RFD BOX BLDG.SIZE BETWEEN: RES.(J) APT. ( ) COMM. ( I PUBLIC ( ) INDUS. ( ) NEW( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. (� SIGNS ( ) SO. FT. 5 2 e MP . C�CA FEE SERVICE: NEW ( ) INCREASE ( 1 REPAIR (�-\�� !1 V e_NDO.`\� �e-c j ,c CONDUCTOR SIZE �" AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY - FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES 1BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I I NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT E TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— 19 1 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. C.��Ae ..� 'cb , cry MASTER ELECTRICIAN o.z..��""'` ELECTRICAL FIRM SIGNATURE NAME C\ C �.. 7 c . .�� �� ADDRESS:_, _}U' a C._E'«�1 .e � RFD BOX BLDG.SIZE BETWEEN: RES.(V� APT. ( ! comm. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ! OLD ( ) REW. ( ) ADDITION (� TRAILER ( ! TEMP. ( 1 SIGNS ( ! SO. FT. FEE SERVICE: NEW( ! INCREASE ( 1 REPAIR ( CA- 1 CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS PFI W VOLT ,ACEWAY EXIST.SERV.SIZE •AC)C) AMPS ` PH 3 W -Ly-o VOLT k-A\Q RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS `I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN v TOTAL 0.90 AMPS. 81.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. IKVA NO.NEON TRANSF. JNO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIIT'INFORNFATk01 ,=. Ir i4kTlflWINFORMATION ' Permit Number: 19103 Address: 1270 OCEAN BOULEVARD Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 & 5 Block: 49 Section:0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost: Date Issued: 11/05/1999 Name: ANDREW & KRISTIN FERGUSON Total Fees: 36.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 36.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/05/1999 Phone: 904)241-7100 Work Desc: INSTALL PLUMBING Tx .00 FLOOD PLUMBING, INC. PERMIT 36 i I i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 4Date: 11/05/99 1 CHECKS ATLANTIC BEACH UILDING DE k�8I80903221800 CITY OF ATLANTIC BEACH APPLICATION FOR PLUM/H�IN(3 PE;R?SIT JOB LOCATIOfi :__..____-J_ _LCl_._�� ( .Cl___���1� '________.___-_-----_--- OWNER OF PROPERTY : —— BUILDING CONTRACTOR ;_, `I L' c 4 PLUMBING CONTRACTOR � � 4d .►I'�_ iL1C AND ADDRESS: del- 0-------- TELEPHONE NUMBER : ----------L)E 21 ------------------- - STATE ------------------ -STATE LICENSE. NO: ----------- _r--C .�Z s.��LL---- --- --- ------ - TYPE OF BUILDING: SINKS t SHOWERS ---___-_ LAVATORY WATER HEATERS -------I-_-_.-BATH TUBS ---------------- ------- ---------!_-_-.CLOSE:TS -__.--_----__.--WASHING MACHINE ----_---_-----FLOC►R DRAINS ----_SNOWEK PANS OTNE:R TOTAL FIXTURE ' )UNT ; x $3. 50 S15. 00 = S - - --------------- ------------------------- ---------------- ------ -- INSTALLATION OF PLUMBING AND FIXTURES TRUST BE IN ACCORDANCE WIT}{ THE: MOST RECENT EDITION OF THE SOUTHERN .`-STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5626 CITY OF Office of Building Official REQUEST FOR INSPE;O,� Date C C ✓ Permit No. Time A.M. Received P Job Address I Loc v Owner's Name X0 Contractor BUILDING CO CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑i Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑l Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place ❑ Pre Fab —� READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M /' b A.M. Inspection ade ! [ P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date �;/t__ //CITY O//F /��_jA Office of Building Official REQUEST FOR INSPECTION Date ��— Permit No. Time Received _ l 7 'c � 7.jdress � L c lily Owner's � Name Contracto BUILDING NCRETE ELECTRICAL MECHANICAL Framing ❑ ooting ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Cl Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M-- A.M. Inspection Mad / r P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 4 PERM-T.T. -P ow Permit Number: 19147 RAddress: 1270 OCEAN BOULEVARD Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):PART 4 & 5 Block: 49 Section: 0 Square Feet: Subdivision: MANDALAY Est. Value: Parcel Number: Improv. Cost: 168,000.00fi - Date Issued: 11/10/1999 Name: ANDREW& KRISTIN FERGUSON Total Fees: 1,211.00 Address: 1270 OCEAN BOULEVARD Amount Paid: 1,211.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/10/1999 Phone: (904)241-7100 Work Desc: CONSTRUCT ROOM ADDITION & REMODEL PER PLANS sem. WILSON CONST. GROUP OF N.E.FLA PERMIT 1,011.00 WATER IMPACT FEE 200.00 i 'I FOOTING I SLAB COVER UP FRAMING INSULATION FINAL BUILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Q ISSU*CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR CATION OF APPLICABLE PROVISIONS OF LAW. x !Z- OD r O r') rG ;* $lei w° / Date: 11/11159 i11 Receipt CHECKS ATLAIj;BEACH IAUILDIEPT. 0t�11� @63E21Rk�® CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 9. Dat. L � i-+eated Su,,car _ - c,or age A a r � . _ _ t/ Z. a - 7 _r,f �s ; TOTAL BU I LD I NC S E E S T4 + / Fi l ina Fee 3 Z. Firer i ace BU:.LDIN;_- r-?MI"' FEF /i�l s TEQ�rr-� fi c��et 04wZ. *4ATER IMPACT FEE SEWER IMPAi"_m FES m_P�. ;APITAL IMrROVE "_'jiT SEWER T=.P S,, r• • i RADCij 1 f-iRS i n vvc{J SECTION H PAVING S HYDRAULIC SHARES S CROSS CONNECTION S SURCHARGE 70 S OTHER. S GRAND TOTAL DUE ADDITIONAL _ PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp ; SwimminaPool Septic Tank Well ; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : k i i Tatt-firate of Mccupancu Tito of Atlantic Ncac4 -- Nloridx 1epurtment of Nuilbing Jnpertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use ClassificatioAgOM Addition Bldg. Permit No. 19147 Group w.frame Type Construction addit Fire District Atlantic Beach Owner of Building Andy Ferguson Address 1270 Ocean Boulevard Builth dress 12_ 0 Ochn Blvd. Locality Atlantic Beach, FL 32233 5 By: DON C. FORD uilding 5fticiaf Date: S-- di,-00 POST IN A CONSPICUOUS PLACE 3 d CITY OF Office of Building Official REQUEST FO INSPE ION Date Permit No. -73 Time A. Received _ \ Locality Owt;Ei ctorBUCONCRETE ELECTRICAL MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough 171 Air on —�❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab AW.d NSPECTION Mon. Tues. Thur& Friday P. A.M. Inspection de P Inspector spection Certificate of Occupanc + Dae `� CITY OF r�tPcurtic f>eacl - �eauda 8p0 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE (904) 247-5800 � FAX (904) 247-5805 SUNCOM 853-5800 DATE ,5'- -200 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 1916 -7 /,2 70 Oe a o•') Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT Cit of Atlantic Qeach CITY OF ATLANTIC BEA (ding and ening PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) : A,(Ay FdFA K 4 S o h1 OF Job Address: /A 70 Oc a pit,/ 8(✓J. —Phone:— '70q • Sc/9- 39a 7 Lot # Block or Unit # Subdivision: Contractor: w►tSolM 66Ks�. State License # C G C CI 6ZS^3[ Address: /O3 iole"4-�Ua)e AL r.,*._ Ulk Mpg' Phone No: - ZZ7 -(O3Q / City J-Ae ek U, for State Zip Code Describe work to be done:�C/1?y �i?'�oid O/r 'els /^ff [ � de W&;z Present use of building:5'f�,e �qy�tIV , r Valuation of Proposed Construction: ®Qo �- Proposed use: .5 C t ��6&m/L y Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF C0MWCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: ` ! C t Signature CONTRACTOR* / Date: �Z AS TO OWNER: F to ANNA Sworn to and subscri Ye 2yM,.0 day of mo- 97 1)Om Known()other I IC AS TO CONTRACTOR: Q Sworn to and subscribed before me this—c;..9-/ _day of dam-X3,8 -- 19 . NOTARY PUBLIC STATE OF FLORIDA SANDRAA KIRKWOOD NOTARY PUBLIC COMMOS ONOCCM157 EXPRES71s11 OM BQNCE TM AM 4 8&NOTARYI CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION ® PLUMBING CONTRACTOR 141,o w+; Q- LICENSE NUMBERS C cJq 21 OWNER (o-7V �y BUILDING CONTRACTOR TYPE OF BUILDING 1f. G'S e PJ SINKS SHOWERS _j^LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS I CLOSETS WASHING MACHINE —FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF' THE SOUTHERN STANDARD PLUMBING CODE . DEPARTMENT OF BUILDING 14135 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB { Date 9-30- 19 88 P4*00 T 29.00 Pll enOCKT Valuation$ Fee$ 6975 j A 9/30/9 y This permit not valid until above fee has been 00CA n paid to City Treasurer,and is ��7� � � ���(1/13i/ ` subject to revocation for violation of applicable provisions of law. Infin This is to certify that Atlantic Coast Plumbing Go. Lic. # CPCA21S29 has permission to Install Plumbing f Classification Residential Zone Owned by Terry L. Kelley _ Lot Block S/D House No. 1270 Ocean Blvd. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. I PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE /--i ------► O Building material,rubbish and debris 7 from this work must not be placed in public space, and must be cleared up and hauled away by either con- tr ctor or owner., I s ot�ri FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER { PLUMBING f ELECTRICAL SEWER WATER CITY OF nKi C BWCA-0;&WJ4 Office of Building Official 7 /� REQUEST FOR INSPECTION q/ V 7 Date C� - d�-✓ Permit No. / Time A.M. Received P 1� `70If Job dress � Loca y, Owner's Name Contractor BUILDING C CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Gond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION (le�- - QPM, Mon. Tues. Wed. Thurs. Friday inspection Made ,� •Mr " Inspector -- inal Inspection ❑� C`\ Certificate of Occupancy❑- / )/1 A-) W f(/!✓1�LN\ Date 11�� nn/�CITY OF 4&44940 e404-AM'z� Office of Building Official REQUEST FOR INSPECTION Date f Permit No. Time A.M. Received �' i/ (/ P.M. /,rld Job Address Address Locality Owner's Name 6 - �(-22 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION d Mon. Tues. Wed. Thurs. Friday P.M. fJ� A.M. Inspection Made' J! P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CIT OF r1o27'6b g� Office of B 'ding Official 19273 REQUEST F R INSPECTIO 10 . 1 g to 3 ate / r 2 e? 9 Permit No. Ti e A.M. Received P.M. /,,2 Job Address '' a Locality Owner's /Z G US C?rt/ to' w f a� C d N S N BUILDING CONCRETE ELECTRICAL MBING CHANICAL Framing Footing ❑ Rough Wiring Rough ❑ e Ro . ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab RE/4prf'F�,R INSPECTION C A. Mon. We Thurs. Friday M. Inspection Made Inspector- Final Inspection ❑ Certificate of Occupancy❑ Date , 4 - P�LANrj�, y 0R10P OF ADDITIONS or CORRECTIONSO D• NOT REMOVE JOB AODRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r'S LJ4a 1 !v 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EIEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address / 93 :5 4� CZ, , f air _= cases�c: ec:c :c:t bCc:rxgmaee�:t ;:Lah� .�a Please update your records accordingly. u r BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 1 CITY OF ��i°ustic t�eacl - �ravtid�t a 800 sL%HN(?L[- R0,vD ATLANTIC BE?AUH. f Lt)RID:1 "_ d1 --� "FLL PHON ni; 24V00 April 6, 1999 Sherman Gilman Westmoreland Jaguar Builders, Inc. 1815 Corporate Square Bldg. Suite 200 Jacksonville, F132216 Re: 1270 Ocean Boulevard Dear Sir: This letter is written to inform you that no final inspection has been performed at the above address. There is an outstanding reinspection fee of$15.00 which has not been paid for the last failed inspection. We have contacted your office on numerous occasions. Please contact this office to arrange payment of the reinspect fee and rescheduling of the final inspection. If we do not hear from you within 30 days from the date of this notice I will file a complaint with the Department of Business and Professional Regulation against your license. Sincerely, Don C. Ford Building Official DCF/pah cc: Homeowner City Manager NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom It may concern: The undersigned hereby informs you that improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT, 2 0 L gal dosed on of prop being im ved: U C �' U Address of property being Improved: ! 2- 70 0 e-&n Ovid IA-416 r-41 tg General description of improvements: © W 1 � r N Owner V( Address Z 7 la t'ti ✓ / 3 2 Z� Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor r--i—i 1[10 41 Address ict< Ret—, xtL� Phone No. ��ti ' 'S�-1 G"t d`b Fax No. 0A Surety Qf any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienoes Notice as provided In Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration de e(1)year from the date of recording unless a different date Is specked): THIS SPACE FOR RECORDER'S USE ONLY l N Signed: Before me this day of in the Cour�rr°f Duval ate of Flodde, es orally eared to t: L• srein by himself/her elf end aMrms that all statements and 4rt31r!^t are true and accurater ou,, Notary Public State of Florida DOC#�C I t u1 1964 c;R t3 5403 Page--'48' r° �� Dennis A Van Deusen Number Pages I K My Commission DD892058 Recorded 01,;124,2011 at 01:45 PM, 2013 SIM FULLER CLERK CIRCUIT COURT DUVAL Nota at Large,State - Co COUNTY My commission expires: RECORDING$10.00 Personalty Known or Produced Identirrcafion f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 11-00001542 Date 1/19/11 Property Address . . . . . . 1270 OCEAN BLVD Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12000 ---------------------------------------------------------------------------- Application desc windows and siding ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STONE EASTERN SHORES CONSTRUCTION 1270 OCEAN BLVD. 1015 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 545-7878 ---------------------------------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . . Permit Fee . . . . 110 . 00 Plan Check Fee 55 . 00 Issue Date . . . . Valuation . . . . 12000 Expiration Date . . 7/18/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total 55 . 00 55 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 169 . 00 169 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904)247-5845 Job Address: 1'7;76 G CC c- 31 v i ZZ3 Permit Number: Legal Description Parcel# Valuation of Work$ 1:L doo . Class of Work(circle one): New Addition Alteration e ]a �iidnti olition pool/sp window/dooms Use of existing/proposed structure(s) circle one): Commerc If an existing structure,is a fire sprinkler system installed? (Circle one): o /A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: I(,c W A-A,ov10 A- - C'. a Xl�. �► S.t- tr An, re�w C,e d S��c cs 1,�. J►— W,.0 k .v`,• J Property Owner Information: Name: lit dress: -In 0 ua ri Dfy City 0 State JjZip 5 ZZ Phone E-Mail or Fax#(Optional) Contractor Information: Company Name: 4 s � Qualifying Agent: Address: I°I r E fw hi (�1 d t S,14C 244.) :CitA,b State Ft. Zip 3 ti3 3 Office Phone i 04 - 54-f - 'l 61 f., Job Site/Cc e. Fax# S-4 I- 2-c 4 1 State Certification/Registration# C43 E-6 S g 3; 3 Architect Name&Phone# H//( P Engineer's Name&Phone# sjA C1 IT OF NFLANTIC ='" Fee Simple Title Holder Name and Address N SEE PERMITS FOR ADDITIONAL m '' Bonding Company Name and Address r /1� AND CONDITIONS. `{' / Mortgage Lender Name and Address t I for .;Yt x n. Application is hereby made to obtain a permit to do the work an ins a a commencedprior tto the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this juris iction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six 6)months at any time after work is commenced. I understand that separate permits must be secured for EZectricaC Work,Plumbing,Signs, Wells,Pools, uritaces,Boilers,Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have ad nd examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be con: li ith whether s ci red herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other fe er tate, r local regulating construction or the performance of construction. 1/ Signature of Own ' Signature of C!onntractor Print Name �T � ..5 h,. Print Name C O�Qf�- V�R/`l.� Sworn to and subscri ed before me Swor i to and sub�aibed before me this- Day of ter.�,a,„� 20 \ 1 this ay of 2011 Notary Publ Notary tib a> c it ti PNID w Notary Public State of Florida JOHNSON Gommission DD 7 Dennis A Van Deusen se 1.26.10 �syMy Commission D0892068 ,*;1 Expires June 15,2 'sRIl Explrl306/14/2013 ��,�• "oft,A >;"edllttuTroyFainNauu�oa800.38E7D1B EASTERN SHORES CONSTRLWTIONT -- INC. 1/11111 To: City of Atlantic Beach Building Department Re: 1270 Ocean Blvd. Window and siding replacement Construction Site Management Plan The parking for this project will be two spots in the grass right of way directly in front of the house. The third spot will be in the driveway. Loading and unloading of materials will take place in the drive as everything that is coming will need to be hand unloaded. All material storage will be on the North side of the house. The dumpster and Porto let will be located on the North side of the drive directly adjacent to the garage. Our windows will be delivered in one load the day we start the project. The Porto let will be placed that day as well. The dumpster will be delivered our second day on the job. Once we have completed replacing the windows the dumpster will be swapped. The cedar shakes will be delivered once the windows are complete. I anticipate 4 material deliveries and two dumpster swaps for the project. 1015 Atlantic Blvd., Suite 240,Atlantic Beach,Florida 32233 Phone 904.545.7878 easternshoresconstmction.com CITY OF ATLANTIC BEACH PRODUCT APPROVAL SPECIFICATION SHEET (short form) As required by Florida Statute 553.842 and Florida Administrative Code 913-72,please provide the information and approval numbers on the building components listed to be utilized on the construction project for which you are applying. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuildine.org Category/Subcategory Manufacturer Product Description FL Approval#(s) EXTERIOR DOORS a. Swinging b. Sliding c. Sectional/Roll Up d. Other WINDOWS a. Single/Double Hung -�(aT i.• a b. Horizontal Slider c. Casement d. Fixed e. Mullion f. Skylights g. Other PANEL WALL a. Siding b. Soffits c. Storefronts d. Glass Block e. Other ROOFING PRODUCTS a. Asphalt Shingles b. Non-Structural Metal c. Roofing Tiles d. Single Ply Roof e. Other STRUCTURAL COMPONENTS a. Wood Connectors b. Wood Anchors c. Truss Plates d. Insulation Forms e. Lintels f. Others NEW EXTERIOR ENVELOPE I understand that,at the time of inspection,the following information must be available to the inspector on the jobsite: 1. A copy of the product approval. 2. The list of performance characteristics which the product was tested and certified to comply with. 3. A copy of the applicable manufacturers'installation requirements. Furth ,I understand a product may have to be removed if approval cannot be demonstrated during inspection. 7 i to h f Applicant Signature Date H:/Product approval spec sheet short form.xlsx 800 Seminole Road r�. 1 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 COnstTuction Site Management Plan Compliance A construction site management plan confonning to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plain was approved based upon the following information. 1. Parking plan-parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. Location of construction trailers, loading/unloading area and material storage area. I Location of chemical toilet area- chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction. 4. Location of dumpster-dumpster must be from approved waste company(ill accordance with Chapter 16 City Code). As of 2009, approved dumpster comparties for Afl. Beach are Advanced DisposaL Realco Recycling, and S[tappells. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy or Completion. 5. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans,metal,plastic and paper. 7. Erosion and Sediment Control. Contractor must maintain all elements of the approve4 Erosion& Sedunent Control Plan(silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. S. Other activities, where special conditions are identified by the Building Official. Failure t® comply with the Construction Site Management ent Ordinance may result in a Stop Work Order being issued in accordance with City Code Sevc— 6-17 Rev sed 6/2009 WOOD BUCK 2x WOOD BUCK 1x WOOD BUCK OR FRAMING CQNCR IN. WOOD BUCK 1/6'DIA x 11/2' _ — _ — _ OR FRAMING ..;EMBEDMENT NAIL,2"FROM 114"MAX. ` 1'MIN. CORNERS AND SHIM EMBEDMENT 1/4"MAX, 5'MAX.O.C. I SHIM 114'MAX.1/4'MAX. SHIMSHIM #10 SCREW, APPROVED MASONRYmv 6'FROM CORNERS FLANGED 6'FROM CORNERS NAIL FIN FLAN ED AND 20'MAX.O.C. (FIN REMOVED) AND 20'MAX.O.C. (FIN REMOVED) TYPICAL HEAD ANCHORAGE DETAILS 118'DIA.x 1 1r2"NAIL, 1 112"FROM CORNERS AND 5'MAX.O.C. NAIL FIN 1'MIN.EMBEDMENT 1 1/4'MIN. NAIL FIN FLANGED #10 SCREW, 1/4"MAX. 114'MAX. EMBEDMENT (FIN REMOVED) 6'FROM CORNERS SHIM SHIM '1 r AND 20'MAX.O.C. 114'MAX. SHIM 114'MAX. SHIM 1/8'DIA.x 1 112" r �� NAIL,2"FROM _ I 1'MIN. CORNERS AND = — EMBEDMENT #10 SCRE16"FROM SONRY FASTENER,6' CORNERFROM CORNERS, 4LINCRETE 5"MAX.O.C. f SIDE OF MEETING RAIL FLANGED 5'EACH SIDE OF WOOD BUCK OR FRAMING AND 12 1/4'MAX.O.C. (FIN REMOVED) MEETING RAIL AND 2x WOOD BUCK J 121/4'MAX.O.C. FLANGED 2x WOOD BUCK (FIN REMOVED) 1 x WOOD BUCK 3116 TAPCON, 3/16 TAPCON, 6"FROM CORNERS TYPICAL JAMB ANCHORAGE DETAILS 6'FROM CORNERS AND 20'MAX.O.C. AND 20'MAX.O.C. 1/4'MAX. REFERENCE TEST REPORT:FTL-3710 114'MAX. SHIM _AT r SHIM gsakc: nrx�aaNTvri os�rtuwrntoMrrrEo _1 —� arnrna: "1.'.r�».i;y:i ;'r 11J4'MIN.• "°d s rcxa�nra . e em: nwmkw x pPoFy V0CLENTM4Y6eOORRaDcroM11/4'MIN. x•rosuwrxpvrnEece xtarFro :: ::' •':• �, EMBEDMs ENT EMBEDMENT'.:'•~:c�..:•':. :, 1x WOOD BUCK t '• " '•. • FLANGEDSH-1400 ENT Better CONCRETE FLANGED• CONCRETE (FIN REMOVED) VINYL PNC (FIN REMOVED) p-ww Dawcww o�: VINYL SINGLE HUNG WINDOW ANCHORAGE B TYPICAL SILL ANCHORAGE DETAILSFc'"a- �NOOnNo l °°�` %,- F.K. 717M T.S 1 a y City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Ar[1z' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 'r� d kip fiv d ent review required Yes No Building Applicant: /_A�rfOC17) s l anning &Zoning Tree Administrator Project: J JUS Public Works Public Utilities CYQ ti Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPI-19ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one. Comments: =BUILD;1 �� PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑D e6ild. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 t� CITY OF ATLANTIC BEACH 1 j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �>Jilt Application Number . . . . . 12-00000736 Date 6/12/12 Property Address . . . . . . 1270 OCEAN 'BLVD Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5100 ---------------------------------------------------------------------------- Application desc change out 3 . 5 ton system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STONE MITCHELL A & CHRISTINE L DONOVAN HEATING & AIR 1270 OCEAN BLVD. 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . 3 . 5 TON SYSTEM CHANGE OUT Permit Fee . . . . 103 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/09/12 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 107 . 00 107 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32.233 Ph(904)247-5826 Fax(904)247-5845 - 7� JOB Ann>�sS: f a�-� �ea Y-) b1 v j # PROJECT VALUE$ 5( oo_ o-L NEW AIR CONDITIONING&HEATING SYSTEM INSTALLATION Air Conditioning: Un Quantity Tons Per.unit Heat: Quantity BTU's Per Unit Seer Duct Systems: Total CFM REQS REPLACEMENT AIR CONDITIONING &HEATING SYSTEM INSTALLATIO Air Conditioning: Un Quantity Tons Per Unit ,5 ARI#3 y o S 0 Heat Q ty—� BTUs Per Unit ; 27u S� RE Duct Systems: Total CFM .REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of pleas) Fire d Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of pins) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MLSCELLANEOUS: Prefabricated Fireplace Qty___,__ Automobile Luis Gas Piping Outlets Boilers BTU's Elev ALL OTHER GAS PIHeat Exchanngerger PING ors/Ftors Heat Quantity of Outlets p� #Vented Wall Furnaces Refir gerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not coo merrce within a snc month period or work is or abandoned for six months.I hereby certify that I have read Vs application and know the same to be true and oorlect. All provisions of taws and ordinances governing this work will be complied with whether specifiell X not. The permit does not give authority to violate the provisions of any other state or local law rcgulat m construction or the perFrnmance ofconstructiolL property Owners Name Cir i sVi y ,.. Phone Number q o g Viechamicai Company !�~�irzovo n + ¢!-i,c. Office Phone 2-'t t-3�KYFax 2�-11-3 `'1S' "o.Address: '915- (9� S, City��� T3.2�c k State�Zip 3 aaS� License Holder(Print): �ba rn u n State Certification/Registration# -)61 V©tdashced Stgnaftm ofLicense Holder ✓ Sworn subscribed before me this �'� day of JyAe 2013— J 0� J& Notary Public State of Florida ignature of Notary Public Timothy Lee Hughes .1 My Commission EE 188278 �or wv" Expires 0410312016 Pro ect Summa Job: - wrightsoft- J Date: 5/29112 Entire House By: Brandon Zaharie Donovan Heat &Air 315 6th ave south,Jacksonville Beach,FL 32250 Phone:241-3785 Email:brandon®donovanac.com Project • • For: Christine Stone 1270 Ocean Blv,Atl Beach, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 95 OF Inside db 68 OF Inside db 75 OF Design TD 29 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 53 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22241 Btuh Structure 20105 Btuh Ducts 6018 Btuh Ducts 8729 Btuh Central vent (48 cfm) 1533 Btuh Central vent(48 cfm) 1057 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29792 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29891 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3227 Btuh Ducts 1912 Btuh Heating Cooling Central vent (48 cfm) 1740 Btuh Area(ftz 1815 1815 Equipment latent load 6879 Btuh Volume(W) 21780 21780 Air changes/hour 0.44 0.20 Equipment total load 36770 Btuh Equiv.AVF(cfm) 158 73 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Model 25HBB342C Cronnd 25HBB342C ARI ref no. 34O5-�0y ARil I ref no.3Lj Efficiency 8.1 HSPF Efficiency 14 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47'F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1190 cfm Actual air flow 1190 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. !!���►� �}+ wr!w"t:aoft` Right-Sulte®Universal 7.1.01 RSU05996 2012-Jun-06 17:02:42 I C.c K Project2.rup Calc=MJ8 Orientation=N Page 1 CERTIFIEDTM Certificate of Product Ratings AHRI Certified Reference Number: 3405704 Date: 6/12/2012 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBB342C31 Indoor Unit Model Number: FV4CN(B,F)003 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: BASE 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 40500 EER Rating (Cooling): 12.00 SEER Rating (Cooling): 14.50 Heating Capacity(Btuh) @ 47 F: 41500 Region IV HSPF Rating (Heating): 8.20 Heating Capacity(Btuh) @ 17 F: 25800 Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes. The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual,personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air-Conditioning,Heating, click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the date on On -' and Refrigeration Institute which the certificate was issued,which is listed above,and the Certificate No.,which is listed below. ©2012 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 129839759620635577