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Permit 1844 Forsyth Ct PERMIT WORKSHEET certificate of Occupancy L Job Address: i �4 4 Type Work: Property Owner- &Q a 1"IttY Phone # Contractor: Phone # Bea CA e-<, LLh 1f Permit#: G5 - ZUq Date Issued: �� O Building Inspections: Footing Slab , • .�� Tie Beam Lintel Nailing / Sheathing o Framing / Cover Up I 2 Insulation Final Building Tree Permit# �� YES NO Electrical Permit# Date/ Copy to 03_ ZCP�10y JEA JO Z3 'CJ Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric t Released to JEA Temp. Power Released to JEA Temp. Pale Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# 03-2(,M04 Inspections: Rough / Underslab p Topout 2 Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: " Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/07/04 Parcel Number . . . . . 172123-0000-2 -1 Property Address 1844 FORSYTH CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 03-00026904 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building fficia VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I. Contractor Name: I C� C. S ^� a(-n (k Permit #: �✓ C '� Property Address: Legal Description: "Z- `f Lo+ 2 cis Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Resident - Commercial - Other: ��r Lowest Floor Elevation: -3 Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- ---' ----- w. Public Works 2 Z _ �, _ Z L --a Planning Dept. t Building Dept. Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No a °�s1 CITY OF ATLANTIC BEACH !` 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026904 Date 1/20/04 Property Address . . . . . . 1844 FORSYTH CT Tenant nbr, name . . . . . . DUPLEX WITH 1846 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor -- ---- -- - --- ---- - - - -- - -- - - - - -- -- ----- - - - ------ -- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O . BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ------------------ ---- ------------------ - - ---- - - ------------- ------------ --- Permit MECHANICAL PERMIT Additional desc INSTALL NEW HVAC Sub Contractor OCEAN STATE HEAT & AIR Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ---------- -- ---------- ----- ----- --- ---- --- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 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 MECHANICAL PERMIT APPLICATION "LOil �r Date: .o F Property Address: /8yy fo-rSyize C4 . Owner: 4�4 Telephone#: Contractor:_ QC.1ro-- 4,,�rt 14e,+q At r Telephone #: -Z tl9' SOL S/ Contractor Address: I q 1(0 M-\ctvA , c— Q 1 v A . Fax#: egcl- q 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. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility .2(0.I0 q ElOil ❑ Other—Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 5""Heat _Space _Recessed _✓Central _Floor ell' Residential e Air Conditioning: _Rom Wcentral Ir Duct System: Material _Thickness Alleo' G ❑ Commercial Maximum capacity 8: eO cfm / ❑ Refrigeration GY New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manli$ Escalator (Number) ❑ eplacement of Existing System ❑ Gasoline Pumps s (Number) El Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency .2 (J L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agencyr, 04, .TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Cc: i.:Ly1 CITY OF ATLANTIC BEACH " . Ford BUILDING / ZONING DEPARTMENT S Higgins S. Doerr J 800 Seminole Road S) Atlantic Beach,Florida 32233 (904)247-5800 N�iJ3!> (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 9-1�& 9 d L'( Property Address: Q. Cf GE-S Applicant: I �3 L Lf A 6 L) u 5 C+- Project: Y-� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: - �• Date: �j 2 rz>;:L�';1V� CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ..i `.4KWX"fd�v'H f13 � F S- - Date: L _a Address r irqdo /gip &S Y rff" CT Heated Square Footage //Q @$ 52— per sq ft = $ S f' Garage(�he :2 ' @ $ per sq ft= Carport/Porches-2— @$ 1 per sq ft= $ Deck @$ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE:--RT TOTAL BUILDING FEE $ ZONING: (13-2- + '/z Filing Fee $ FLOOD ZONE: C ( ) Fireplaces @$35.00 $ --a IMPERVIOUS SURFACE:7n BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 o SEWER IMPACT FEE $ 'o WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ — d — C Q1631 RADON HRS .0050 $ SECTION H PAVING( ) $ d — CROSS CONNECTION $ 3 S" ST(I/cr) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 HL Energy Code Information: r 1. is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DR ELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes �No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes-,"'No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes �^o N/A F-70 (FBC 13-602.1.ABC.1.1) ("#o,z tf DATE: I L S� 4. Is the"R"value for added insulation on exterior walls shown? Yes✓ o N/A PLANS EXAMINER: 4j s1 5. Is the"R"value Cor ceilings shown? (FBC 13-604.1.ABC.1) Yes o N/A u Cr. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER:-U&,6 l&,( re- l JOB ADDRESS: /��I/f�Q� S,/ 7. Are Energy Credits Claimed? Yes. No N/A w a �f A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yea No N/A CONTRACTOR: H46(TA-T- PHONE NUMBER:�yr�I Z� B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? YesV'�ro NIA 1. Are all footings shown,including interior bearing walls, / 2. is correct Flood Zone shown? Yes Y y No NIA Column pads and concentrated loads? Yes o N/A 3. Are existing grade elevations shotty for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes No N/A in an"A"or"V"zone? Yes No NIA W/ 3. Are all elevation changes in slab shown? Yes No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No NIA ✓ 4. Is minimum concrete PSI shown? Yes t✓No N/A 5. Is property in a flood way? Yes No N/A t' 5. Is slab reinforcement shown? Yes✓No NIA 6. Is flood way line shown7 Yes No N/A j A. Wire mesh size and gauge? Yea t/No N/A B. Fibermesh reinforcement? Yes. No N/A 6. Is vapor barrier,minimum 6 mil,shown? (FBC 1909.2) YesNo N/A If. Structure Code Compliance: 1/1 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A L Are plans sealed by architect or engineer? Yea ✓ o N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes t�No N/A A. Are structural calculations submitted? Yes o N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes No NIA Strength of not less than 2500 PSI at 28 days7 (FBC 1804.5.1) Yes -1No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes o N/A 4. Is Importance Factor shown 10. If pile foundation shown,is Sealed Soils Report submitted? f p per FBC Table 16067 Yes�No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding /� V. Typical Wall Section: Shown per FBC 1606.2.57 Yea s�No NIA L Is finished grade shown? Yes N/A 7. Does structure meet requirements of FBC Table 500 for number of F 2. Is minimum floor elevation shown? Yes o WA stories and allowable area? Yes vr No NIA A. Minimum 8"above adjacent grade? Yes No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓No N/A for structural elemeras? Yes✓No N/A C. Base flood elevation? Yes• �I1 N/A 9. Are plans designed per SSTD 10-997 Yes No N/A 1--, 3, Is minimum Contin depth beneath finished a/ A. Are all appropriate charts and tables sbown7 Yes No NIA B eP grade shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A f (FBC 1 footin3) 4. Are all footing sizes shown? Yes o NIA 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes Nn N/A Construction in High Wind Areas"? Yes No N/A�� 6. Is vertical reinforcement shown? Yes No NIA✓ A. Are all appropriate charts and tables shown? Yes No N/A 7, Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A-•y A. Is exterior wall finish shown? Yes No N/A ✓ If. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furringshown? Yes No N/A f High Wind Areas? Yes No N/AC. Is exterior wall insulation shown? Yes No N/A .� A. Are all appropriate charts and tables shown? Yes No NIA ' D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No NIA P'- 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes t No N/A A. Are all appropriate charts and tables shown? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yea✓No N/A �,. B. Are all appropriate requirements circled or highlighted? Yea No N/A C. Are nailing requirements(size and spacing)shown? Yes .,go NIA(FBC Table 2306.1) D. Is exterior wall finish shown? Yes ✓No NIA 15. Does bedroom open directly into garage? Yes No .,,,,N/A E. Is interior wall finish shown? Yes e/No N/A 16. Does the number of bedrooms shown on plans match the number F, Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes %0/No N/A grade shown? (FBC 2304.2.5) Yes-"No N/A G. Are shear wall segments shown? Yes✓IJo N/A 17. is Designer's time and address shown on plans? Yes _,Mo N/A A. Type of hold-downs shown? Yes No NIA is. Do egress doors and landings comply with FBC 10 12.1.3 / 9. Are ceiling heights shown? (FBC 1202.2) Yes%/No N/A and FBC 1012.1.57 Yes !No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yea:/ 310 N/A 19. Are habitable moms shown with the minimum light and ventilation // it. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.17 Yes JNo N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes 00"No NIA wind load requirements for components and cladding per FBC 16067 Yes No N/A-10o'H, Are conventional frame rafters used? Yes✓No N/A 21. Does floor plan show fireplace? Yes, No N/A✓ L Rafter size shown? Yes✓Flo N/A 22. Are stair details shown? Yes No N/A+' 2. Species of lumber shown? Yes ✓�110 N/A A. Is minimum stair width shown? (FBC Table 1004) Yes No NIA*0� 3. Grade of[umber shown? Yes/.No NIA - B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A.0'C. Type of roof sheeting shown? Yes- No N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/Af 1. Thickness of roof sheeting shown? Yes 001 N/A D. Are required landing shown? (FBC 1007.4)7 Yes No N/A-Oe' 2. Grade of roof sheeting shown? Yes �Io N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes o N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes 0 N/A'ol� D. Weight of Dry-In felt shown? Yes�I� N/A 24. If required,are tenant separations shown? Yes v'o)No NIA E. Type of roof cover shown? Yea o N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? / B. Townhouse (FBC 704.4) // (FBC 1507.3.7) Yea ✓No N/A 25. Are all columna and beams shown for porches and lanais? Yes V`14 N/A' 2. Attachment of the roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes VNO NIA (FBC 1507.3.7) H. Are beam type,size,span and anchorage shown? Yea No N/A t�/ 3. Other roof covering and attachments shown? Yes rrtp N/A 26. Are all lintel and beam details shown? Yes No NIA 1/ F. Length of roof overhang shown? Yea t/j10 NIA 27. Are engineering details provided for butt glass? Yee No N/A G. Type of soffit and fascia shown? Yea No N/A H. Attic ventilation shown? Yes V^o NIA 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gaure of eave metal shown? Yes V N o NIA required connections? Yes XNo N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections7 Yes/No NIA application? Yes%./No N/A B. Is ceiling joist plan shown,including size,spacing, / 2. Are all room dimensions shown? Yes✓No NIA species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? YesV No N/A C. Are collar lies shown,including size,spacing,species, / 4. Are all emergency egress openings shown? Yes Vivo NIA grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? f" D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes V No NIA of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yeavj;,''o N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes r/No NIA pattern? Yes No NIA 8. Are all bold-downs and hurricane anchorages shown? Yes ,,%0',do NIA 9. Is required attic access shown? Yes No NIA 10. Are all plumbing fixtures shown? Yes/jNo NIA VID. Floor Framing. 11. Are all electrical fixtures shown? Yes✓ No N/A L Is engineered floor truss plan provided,showing loads, 12. Are all mechanical futures shown? Yesve, N/A uplifts and connections? Yes VN. N/A A. Is air handler and condensor location shown? Yes !F o N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yea.11,}`lo NIA grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yea O No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level ° nailing pattern? Yes �,li'o N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-I1) Yes "eN0 NIA WATER IMPACT FEE WORKSHEET ADDRESS: _ / /2 5 T1� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking founta cemaker ! 1/2 Floor drains 2 Hose bib 1 ' Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder andfor dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink ( 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ .? '?Q CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026580 Date 7/28/03 Property Address . . . . . . FRANCIS AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---- ------- --------------- ------ -------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/28/03 Valuation . . . . 0 Expiration Date . . 1/25/04 ---- ------------------------------------------------------------------------ Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74" TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. 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 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 1 4 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00100021 Date 8/11/03 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------------- ----- --- --------------- --------- CONNELLY & WICKER, INC. JAX BEACH FL 32250 ---- ------ - ------------------------------------------------------ ----------- Permit . . . . . . SUB . PRELIM. PLAT REVIEW Additional desc . . Permit Fee . . . . 250 . 00 Plan Check Fee . 00 Issue Date . . . . 6/26/03 Valuation . . . . 0 Expiration Date . . 6/26/03 --- - ------ - -- ----------------------------------- --- --- ---------------------- Special Notes and Comments APPROVED AS NOTED: PROVIDE INCORPORATION DOCUMENTS FOR "FRANCIS COVE III HOA" INCLUDING OFFICERS NAMES AND ADDRESSES . PER BOB KOSOY Fee summary Charged Paid Credited Due -------- --------- ---------- -------- -- ---------- ---------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 250 . 00 250 . 00 . 00 . 00 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 Jv yr CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: '017123( 17123 Job Address: Owner of Property: A4 3 ) R i 3 Address: 26 -0 F •v c.-IS r ✓ A T� ? F<_3 Telephone: 2 0 a/222. Legal Description: Block Number: Lot umber: /3 Zoning District: 1),o„t iJCPti cS11J Contractor: 3 FAG,�F.s Jy,�� ,r'�4�— State License Number: Contractor's Address: J97J 7e14 _?Z 2,33 Telephone: eDy 7_: l/ /222 Fax: Describe proposed use and work to be done: 4f-L-,,a 5 'r•2tA cT- �ES��F�ri � 17�cet �r Present use of land or building(s): V 'J Valuation of proposed construction: CM O` t OD, ya Is approval of Homeowner's Association or other private entity required?�If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ O. Applicant certifies that no change in site grade or fill material will be used on this project. ✓ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. .SFE- .0-f6om- PLA -- R&C"CE" ff-- ❑ NO. Applicant certifies that no trees will be removed for this project. 2r YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. .SEE— TOFF Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informa.on provided with this application is correct. '7 Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to,be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: _ Date: /�/7/ZZ2 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: �j Sworn to and subscribed before me this day of ,20 S L� + MY COMMISSION#DD 121301 J \ Pi EXPIRES:May 27,2006 Notary's Signatures ji `�` ?9 ry POC underwr0ers •S,+�fa,�d;• Ba,dedThruNota / personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this ! day of ,20 State of Florida,County of Duval Notary's Signature:' ,,,��, JENNIFERSCNLUETER �- `1 r MY cOMMISSION#DD 121301 `personally known ` ;.: E(pIRES:May e17,2 ere ❑ Produced identification s�,p`;;�•• BonType of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Jv ¢1 ' CITY OF ATLANTIC BEACH k fi FLOOD PLAIN DEVELOPMENT INFORMATION Location: lm' 2 l b?Vd ro-Q Sy Ted Type of Development: JK L=S E,�J7-1A c PIV«)( Flood Zone: X Required Lowest Floor Elevation: rr�` xs— If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: `l J7 zoj Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Map Output Page 1 of 1 JAXGIS Property Information AIA I+ -----V1 / r r r �r Copyrjp ht JC)20M C ity of Jmksenwil{q,FI Total Plat MapFlood E# Name Address Value Acres Book Panel ega/Descriptions one andUse Zoning T 1721230000 HABITAT FOR HUMANITY OF THEFRANCIS4 17-2S-29E Not in 500 1.5 0 56A1 DONNERS S/D Flood JACKSONVILLE BEACHES INC PT LOT 12 RECD O/R 4865 2233 2 one http://maps.coj.netWEBSITE/DuvalMAps/toolbar.asp 9/18/2003 Book 11363 Page 155 5 MIN. RETURN NOTICE OF COMMENCEMENT State ofTax Folio No. County ofw,a..t 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. Legal Description of property being improved: S)D S ')z 0 � 1� ')z 9 1--.),/ � Address of property being improved: �'Y aR 5L r I`i' 4TL 233` General description of improvements: 1D A-� 3'3-R 1^d-T it S 1>"n4 pvl'LFX Owner: Address: ��7 1 �t"gie j �✓L�} �}1-i, lac FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): f(-4 Name: n Contractor: i Address: 11-'71 Fre-.,.c;s Aog- , A-r4 s,:N. L- 32.239 Telephone No.: 21'-2 Fax No: 90,V—2- — 4 >a Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: 1 07189 book: IName and address of any person making a loan for the construction of the improvements Pa e: 155 Fi�ed 8 Recorded Name: Qq/1740M3 431133:c'3-PM-- Address: JIM FULLER Phone No: Fax No: SAL COMITYocrnun.►d. Name of person within the State of Florida, other than himself, designated by owner upon whoIRR&A Rr other$docum may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER //�� Signed: 10,0,4 _ Date: �1 (7 Before me this ay of in the C o Duval State Of Florida,has personally appeared Notary Public at Large,State of Florida, ou ty of Dur 1. My commission expires: Personally Known: FERSCHor Produced Identification: Y MMMISSION#DD 121301 EXPIRES:May 27,2006 Bonded Thru Notary Public Underwriters NB9'26'40"E 245.00' uJ Yury°w�_m ai ~i• �a 'Pie ,!• .ae rsY rnY a °'l� TRT tam' ._ � I,la� �baaYaK /xw 11 I _ Or}ryrK 0\ I YwK I \ I I 1 I ' 8 l 11 r,a Y. oroK wx MtrK oM ; �� 9 I �I Iliyw ors-na14 r°7+,f I1;5rir ra-Y`v� ; art-frYx PNf I ,, o o ovx X o N69''A26'40"E .00' g Il ` \ a.c..wrw ltI .•� }T r}rK oM r,a �reTwf D1'• n., rroe4; „o or X S I razr,E � rr R rt wf A r� I __—_ – o n-o°x }:`.: .j:�::i.�::�>:'',?d:.:..:.:�:w`.::1:': oe otD•nw eerx III rr°.r k ' .• liiE7puu-.'.......::.::..:.:...:.:::.::.:.,;..c.::...:c:' oytvK ow uK nu ,.�. �•°°�Q :�::ie."' NB976'40"E 143. � �i resrt / I' ortroYr {. 11 rtroK xw tJ wa -I- . .. ..:... ..,:::::::.............. ,�. ....................... ................................. n a.rorx n P•K .......................................... ....................... ...................................... ... ..................... ........................ ............................................ .............................................. .....::.Yl':: :..............................' • :::..:.::..:...: ................ .... r•Perf 1 P!K 1}'Yet o r R .. .......:.�::::::::::.�: ':: Y y q4..r.P:!4t..................................:. O / \ OrOLK OM +—.. I v / 10'UTILITY EASEMENT y 7.5'JEA ELEC.EASE M N1 ly I, Are " oe ~G a I I .ueu Oar 1 I 11 v.°f M" ro aR K oM n wrr a4u f.av; ; 81 I egaYRl 1 1 �°a''l 3.. r REtxrtR,loRr eM qb 1 I g r}ryrK O r x rlP4Y 11 ell OM N 8 Or}3K r0.W _ I Bn r.N{ rJ• r ' ,a�•f} ��alo'Y4}YRfft/SB9'26'40" L410.00• orJYµY PRI A f !r e.a .s 1°Oy •caxre[ ORADIAOE EASEMENT ti r i I r,e r�� Connelly&Wicker Inc. FRANCIS COVE THREE L Consulting Engineers 1711 SmtA 5th Str••1 PREPARED FOR TREE REMOVAL PLAN Jmko m/l•Bea*Fl..72250 (904)249-7995 Fait (904)241-1126 BEACHES HABITAT 044M[NM C.A.No.: 3650 ar. R.JYw ►Gpm CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026904 Date 10/23/03 Property Address . . . . . . 1844 FORSYTH CT Tenant nbr, name . . . . . . DUPLEX WITH 1846 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor ------------------------ ----------------------- - BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ------ ----------------------------------------------------------- ----------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 150AMP SVC Sub Contractor CMA ELECTRICAL CONTRACTORS Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ----- ----- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 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 FROM ;�.GRANGER)C PHONE NO. : 9047640038 Oct. 10 2003 09:22AM P2 'JA' I lH6S 61 r e i ('�TTV 1 A'k'T ti hTTTl" X110 A I"rY7 Yar lYT7T9'7 � L 3 .n r.+a ri i J..J51r' .►+h.11'7r�..a.l►9 �M'a��./dl.T.l.s+ APPLICATION FOR ELECTRICAL FERMMlT TO TI-2 CMW 41sL"X'&iCrai. ,v�ir-Tili� 1.,A,� p i{fC� `,Y IWILTolw-rN('MV: TO CDNStf? SN1'�CR1 OF PL+itlrQT pTVElV FQl!I�gtNsc3 2:-iE WORDAS S pF;HEI)LNT�i0 W?�L"!Y + ' . MUM 8AJ7�`trC l.;,;,;�s r.;(Cri l,� i.1CI� s,W. >:.`t" RT?t1�/1FA= ANp XN ACCDPiWCT WITH m!4EC TIUCAf,REOULATIGN3,CODES a T';'4 11� ELF 'MCAS.�i t��: MA I�C�iRI�A N SICiNATJx��: C r1,47-4 NAY2 j.:i Tait ...,�.��.,.� .,t-t,� _..... BLDG. PISA' ,a.Pr.r coMn�� ) PUBLIC{ ) �rntiYs,t r wt OLD ) REWFEES .( ; co* trc�o .sz� A° �: CDPPALWX 5�1rITC1 OR'A"si t+iiGD luau S /din Li v CE FAQ EiMT '.°.K,1.SIZE a*arc I PIi r JJi,1' t.;C ►e►i FEEDERS - NO. SIZEE 1NO.-- S� � �"+�. SIZE LIGHTING Oi)TLETS = c NCRA.L.PD oPEN TOS AIL 1 . 4�,� CDTVCEAI.SL� OPEN ' TOTAL I sic 1',�s FLOVUSC&;T ac :.Y. ._ rll£ a a8o urs APPY.IANCES BELL TItANSF. ` { AIR H.P.RATING HY,RATING C lL, KW-HEAT CONDITIONING CONO—MOTOAJ OTHER MOTORS AMPS HEAT 0-I avBx MOTOP4 HP.,_! 'VOLTAGE PH$ No. 111F, VOLTAGE PIM WKELLANEt US U'N'17ER ebbw pVE $OQV TRANSFOla,[vMM; NO. KVA NQ. RVA o'NEC)N TRANSF. ATO VA MA I MOTOR $ SWITCH FLA5HM CITY OF ATLANTIC BEACH zz� r 800 SEMINOLE ROAD j w ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026904 Date 10/23/03 Property Address . . . . . . 1.844 FORSYTH CT Tenant nbr, name . . . . . . DUPLEX WITH 1846 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor ------------------------ ---- -------------------- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ------- ---------------- ------------------------ ---- -- ------ - ---------------- Permit PLUMBING PERMIT Additional desc 13 FIXTURES Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 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 PLUMBING PERMIT APPLICATION Date: f D- Z y-63 Job Address: IF Owner of Property: ]] p rty� 19L�1 E5 T Telephone: ��"/Z Z � Plumbing Contractor: T4r ^ �-- ( . Contractor's Address:- 1Q1 Telephone: Fax: r5?zll `:4132 :State License Number: ��L' 03 24 b q How many of the following fixtures (re-piped or new): "Sinks Showers Water _Lavatory Water Heaters Hose Bib Bathtubs Dishwashers _L_Sewer Urinals Disposals - Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe(List fixtures being re-piped) Total Fixtures:_x $7.00 + $35.00 = ► -(Minimum Permit Fee:$35.00) Signature of Contractor: Installation of plumbing and fixtur ust be in accordance with the most recent.edition of the ,Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 x INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026904 Date 9/29/03 Property Address . . . . . . 1844 FORSYTH CT Tenant nbr, name . . . . . . DUPLEX WITH 1846 Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor -------- -- --- --- - ---- --- ------- -------- --- -- - --- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ----- -- --- --- --- ----- --- -- --- -- ------ - -- - - -- - ----- - -- -------- -- - -- ------- --- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/29/03 Valuation . . . . 59503 Expiration Date . . 3/28/04 --------- ------------- --- --------- -- -- ----- -- --------- ---------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 27 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 4 . 97 AB CONSTRUCTION SURCHARGE . 55 STATE RADON SURCHARGE 5 . 24 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 370 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- -- -------- --- ---- --- - - -------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 2076 . 03 2076 . 03 . 00 . 00 Grand Total 2076 . 03 2076 . 03 . 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 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026580 Date 7/28/03 Property Address . . . . . . FRANCIS AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ ------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---- ------- -- ------------------------ --------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/28/03 Valuation . . . . 0 Expiration Date . . 1/25/04 ---- ------- --------------- -------- ---------------- ----------------- --------- Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74 " TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. 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 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 �JvJ CITY OF ATLANTIC BEACH =a 800 SEMINOLE ROAD -,� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 03-00100021 Date 8/11/03 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ------- --------- ------------------------ CONNELLY & WICKER, INC. JAX BEACH FL 32250 ---- ------------------------------------------- ------------- -------- -------- Permit . . . . . . SUB. PRELIM. PLAT REVIEW Additional desc . . Permit Fee . . . . 250 . 00 Plan Check Fee . 00 Issue Date . . . . 6/26/03 Valuation . . . . 0 Expiration Date . . 6/26/03 - --- -- ---- - - ---------- ------------------- ---------- --- ---- ------------------ Special Notes and Comments APPROVED AS NOTED: PROVIDE INCORPORATION DOCUMENTS FOR "FRANCIS COVE III HOA" INCLUDING OFFICERS NAMES AND ADDRESSES . PER BOB KOSOY Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 250 . 00 250 . 00 . 00 . 00 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 PERMIT CALCULATION SHEET J .f r.�f11 ,r Date: .. 2 5-- 03 Address Heated Square Footage //4 @ $ ! -- per sq ft= $ Garage h @$ per sq ft = $ f Q ? Carport/Porchr @ $ per sq ft = $ Deck @$ per sq ft= $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ ` , 0 j Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE:-Izr TOTAL BUILDING FEE $ ZONING: R 5- ?,- + '/2 Filing Fee $ FLOOD ZONE: —_ ( ) Fireplaces @ $35.00 $ —b IMPERVIOUS SURFACE:7— BUILDING PERMIT FEE $ WATER IMPACT FEE $ -370 SEWER IMPACT FEE $ / ? S`c- _ WATER METER/TAP $ 10 i CAPITAL IMPROVEMENT$ 3 2 SEWER TAP $ — 0 C QI*r)RADON HRS .0050 $ SECTION H PAVING( ) $ 0 - CROSS -CROSS CONNECTION $ 3 5" ST(I/m,, ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: / �' 2 S y T!t e t DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 I �' Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinkingfounts cemaker YZ ' Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink ( 2 Urinal 4 Urinal, 1 gallon per flush or less1 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPI.JED X 20 TOTALSy�0 Ill. Energy Code Information: I. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes '`'No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes -"No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes ,/No N/A �'" wry G y� (FBC 13-602.LABC.1.1) [-' f-"' DATE: / - .S!`V 4. Is the"R"value for added insulation on exterior walls shown? Yes✓ o N/A PLANS EXAMINER 2 ' 5. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes �o N/A u _ 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER: 1!1� JOB ADDRESS: ��'3/Q:� �tCr. 7. Are Energy Credits Claimed? Yes. No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes No N/A CONTRACTOR: /i f(f PHONE NUMBER:.21vt`/Z.X B. White Roof Credit (FBC 13-607.1.A.5) Yes No N/A - C. Programmable Tber mostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes V' jfo N/A 1. Are all footings shown,including interior bearing walls, � 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes y rlo N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes VN. N/A in an"A"or"V"zone? Yes No N/A v` 3. Are all elevation changes in slab shown? Yes v/No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes%No N/A 5. Is property in a flood way? Yes No N/A y 5. Is slab reinforcement shown? Ye,,/ No N/A 6. Is flood way line shown? Yes No N/A „/e A. Wire mesh size and gauge? Yes✓No N/A B. Fibermesh reinforcement? Yes No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓)o N/A H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes%.,'No N/A L Are plans sealed by architect or engineer? Yes ✓/I�,o N/A 8, Is type of soil treatment for termites shown?(FBC 1816) Yes L,/No N/A A. Are structural calculations submitted? Yes o N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes -%No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes o NIA 10. if pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes✓No N/A (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: /� Shown per FBC 1606.2.5? Yes ✓No N/A 1. Is finished grade shown? Yes 4'4p N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes;,rv0 N/A stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade? Yes J No N/A 8. Does structure meet Fre Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes--"No N/A for structural elements? Yes✓No N/A C. Base flood elevation? Yes ado N/A 9. Are plans designed per SSTD 10-99? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yea No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Yes %.-"No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes -"'No N/A Construction in High Wind Areas'"? Yes No N/A.�'' 6. Is vertical reinforcement shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A f 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is exterior wall finish shown? Yes No N/A IL Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes No N/A r C. Is exterior wall insulation shown? Yes No N/A .� A. Are all appropriate charts and tables shown? Yes No N/A "11 D. Is exterior wall finish shown? Yes No N/A ow-- B. B. Are all appropriate requirements circled or highlighted? Yes No N/A P'" 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes t No N/A B. Is exterior sheathing(type and thickness)shown? Yes v'No N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yea o N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A - (FBC Table 2306.1) D. Is exterior wall finish shown? Yes ✓No N/A 15. Does bedroom open directly into garage? Yes No .,,N/A E. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number ,r. F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes V No N/A grade shown? (FBC 2304.2.5) Yes--"No N/A G. Are shear wall segments shown? Yes-1o',jto N/A 17. Is Designer's name and address shown on plans? Yes _,,,,No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes%No N/A and FBC 1012.1.5? Yes /No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes .No N/A 19. Are habitable rooms shown with the minimum light and ventilation /11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.17 Yes rT No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes-0'/No N/A wind load requirements for components and cladding per FBC 1606? Yes No N/A.0"B. Are conventional frame rafters used? Yes✓No N/A 21. Does floor plan show fireplace? Yes, No N/A✓ I. Rafter size shown? Yes✓No N/A 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes ✓A'o N/A A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A ;/ B. Are tread and riser sizes shown? (FBC 1007.3 Yes No N/A/" 3. Grade of lumber shown? Yes ,No N/A ) C. Type of roof sheeting shown? Yes r No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/AIS 1. Thickness of roof sheeting shown? - Yes No N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A�`�s• 2. Grade of roof sheeting shown? Yes�o N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A 3. Nailing pattern of roof sheeting shown? Yes o N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) / Construction details shown? (May require engineering.) YesJo N/A Vol D. Weight of Dry-In felt shown? Yes✓I�lo N/A 24. If required,are tenant separations shown? Yes t/"No N/A E. Type of roof cover shown? Yes o N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? . B. Townhouse (FBC 704.4) `i (FBC 1507.3.7) Yes ✓`No N/A 25. Are all columns and beams shown for porches and lanais? Yes. No N/A' 2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes Y No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A t� 3. Other roof covering and attachments shown? Yes N/A 26. Are all lintel and beam details shown? Yes No N/A F. Length of roof overhang shown? Yes N/A 27. Are engineering details provided for butt glass? Yes No N/A✓ G. Type of soffit and fascia shown? Yes No N/A H. Attic ventilation shown? Yes ,/No N/A I. Location,type and thickness of flashing shown? VII. Tlnss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes-,"No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes LAD N/A required connections? Yes�//No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes/No N/A application? Yes ./No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes V No N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yeses' No N/A C. Are collar ties shown,including size,spacing,species, / 4. Are all emergency egress openings shown? Yes %Ao N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? t D. Is ridge beam shown,including size,species and grade V (FBC 2405.2) Yes No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes ,,, Io N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes f No N/A pattern? Yes No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes fIo N/A 9. Is required attic access shown? Yes /No N/A 10. Are all plumbing fixtures shown? Yes/No N/A VIB. Floor Framing. 11. Are all electrical fixtures shown? Yesr No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes y No N/A uplifts and connections? Yes %No N/A A. Is air handler and condensor location shown? Yes �No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes�No N/A grade of lumber and connections? Yes %;:'ND •'N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes of No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes N/A Have a 29"net clear door opening and handicap accessible t'� route? (FBC 11-11) Yes o N/A }] /� k w..j Ne9Ze'40•E 243.00' ,aJ ul �v Ov._ I Jrsw 4 ur ur• 'us lir uJ .� � I ;� W 'I✓,t OULI,041 11 f `1 131.M o 1 I y= y1 'yI y, Ir o Lrwr 'u,ray.JS , if iwi,wt 1. N rrrrtj( I I 1L r. • ' ww,a Of,Yw[ la, a,5>raK 1, O tIt(rJ•. u... '��ns u,oa 'purr! ra'rM\ / J� ,•.� ...�\ \ Ir M D o Ne•Y!•aW .00' I \ •u,1.al✓na ((I R I U la' !t atiriu i 444 +Ialr= ,.... a y1 I atlw[ ,,• �7 xn J �i .:r{�..:•••'rrii�:'{•ii IY ..at�11 IlJ '.'!::�.'.�':1:5':'::':.. 'rll / / I � V Il Wf •::M�•'••. �y 1 .y!y;;;�i.a o @►r Q�/�1 r.'Mr[. M '•'••�dYik.;Vt.:{..;:.i�:::::..;;:}:..:.; ..t{:1:::::v:.. \ Aug u• °IM OAII 7 041191W40%14& r 7M ... ' ........... �......::::::::•:. a, I JN[ y, NM !7 ....y .,....s.,.............,, #:::::....va....... e ...............::ir.::: •:i:•:.....'•::.. ......:..:•:::;::.....:...........w:::.::':::.iilNA"':4i":;• ...... ..... s'o— 'nl •i$r':':'rr5i,ti:}�i}}iiiii:i�i :'w.wv:rmm.nm...... . '•r.:'.'.•r.!':'•.E•h''i°':'•:r','i!i:?ii' .:.:• 'FK Op 1JM o O II I 0 0-14 ?4ii ....... :r.r:.�c^ii.:4i4i:4::::::::7:.�^ :..t'accv:v:{CCi•:vi?i:$r:i•rtii4i�.�::.� •iiiTd71{'•i;�L'!�!:^•. ,�•� 7JM y� \v•� .. f.L1[p4rp �:f�l..:l i::t:�l��ii:ii ii:�•:•. p. • x 'wa I `�"•. .. ,. . _•,.. •+;•".. .10•N C.y1�i�i1K.' � I7■ MIt r1�17477'3wo '� .`� --la,••._ �'J .,� 'ui ' ' YUKIC DAAIMAOE EASEMENT I 7.S'.EA EUC.EAE[ NT ��" y �Tllltt CASEMENT > S O ' I p. Kr a] n ,M o4r n loom oJv 1 $ / 7,wm I s`l3 • • wi K!e[mrn911 rt i l t w9wf av a«l.�M u; � y SY r1 �g�� •�s ��V4y�4lot tt r ., )t• , ' I o M avK� M wsAw M w rum I M'�•°a" I i "�Tr 147 J !1• .r }�r 01.1JW ,/J! •1 I (_E was , u • n rea[.7«r_ -�7ora'Q.M J15E9-E2 1 440.00• OUA" •• uJ ru" ,., 'u .0 w7a rtOrCl[9 a NA 4 .uI ur' uww..rw/ rJ''All .An las asJill STANUY ROAD i —_ i21 Ill yy #wra.J. 0. «..I I ax AMaa.0 la Camhucts Connelly&Wicker Inc. FRANCIS COVE THREE ^•M d•^7 Ac 9r Consulting Engineers ..«., «,,.,«,...,...... 711 Swth 5m sa«t �Irc►AAE9 Ipl TREE REMOVAL PIAN .....«rr«.«.«r.+...r+.. 904)2M-7596 fo10(W4)741-1126 KACM NAMTAT EX ..«.«..«.«+. New 3Mi0 w. Ouw L IO/mT o.l. yet f DEPARTMENT OF PUBLIC WORKS r .lyrJu� 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA904) 432233-4318 TELEP7-5834 FAX:(904)247-5843 SUNCOM: 852-583 http://ci.atlantic-beac .fl.us PLAN REVIEW COMMENTS FROM TH 'A PUBLIC WORKS DEPARTMENT � �. Permit Application # Applicant: [,? ct.ct' -( S ('a 1 +at f� Address: �- '7 � ' l /7G/S�c`4 Project: ' Com[La ❑ Your application is approved as noted by the ublic Works Department. Final plication approval must come from th uilding Department. Your permit application has been revile ed by the Public Works Department and the following items need attention: - Provide Erosion and Sediment Control Plans . /350-4`' rovide Impervious Stormwater Calculations . Construct the drainage, ponds and street prior to homes . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date 23 Signature Contractor Notified Date 1844)1846 Forsyth Ct. (Francis Cove III) Page I of I Schlueter, Jennifer From: Kosoy, Robert Sent: Wednesday, September 24, 2003 10:15 PM To: Schlueter, Jennifer Cc: Ford, Don; Nodine, Phil Subject: RE: 1844/1846 Forsyth Ct. (Francis Cove Jenny, Yes,you are correct. I spoke with them today about starting the roads and the retention facilities either prior to or concurrent with the construction of the first home and they agreed. Please approve this application. -Bob -----Original Message----- From: Schlueter,Jennifer Sent: Wed 9/24/2003 4:20 PM To: Kosoy,Robert Cc: Showman,Lisa Subject: 1844/1846 Forsyth Ct. (Francis Cove III) Bob, Didn't Beaches Habitat get the Erosion and Sediment Control Plans and Impervious Stormwater Calcs approved with the Prelim. Plan Review for Francis Cove III? This is regarding comments on Permit App. #03-26904. Thanks, Jenny 9/25/2003 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: � 117 12,3 Job Address: ! 6 © iSY�J� �i.t,RT c.-ALC,[ ) Owner of Property: E6 t-a s 22A 3 ter i Address: 6-71 T-L g Fc. telephone: 0,,/222 Legal Description: Block Number: Lot umber: L-7 Zoning District: 3o i WC-A �_2D Contractor: 3 Er,4G/tF.S /x4g , State License Number: Contractor's Address: /97I F 4 jci,e 7e-14 -- 2 2--33 Telephone: `%® / Fax: `I'��^ Z'yj -v3Jv Describe proposed use and work to be done: Rej;1.0.F->T,/4c. �A4044Z Present use of land or building(s): 141r Valuation of proposed construction: D, bOD• ry,o Is approval of Homeowner's Association or other private entity required? A If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ O. Applicant certifies that no change in site grade or fill material will be used on this project. [ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. .SFE- -9 r�—.9c �� Sum. paIEL-1AA- AOAT R&0tE'%A pLC241" yr— ❑ NO. Applicant certifies that no trees will be removed for this project. [ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.a,tiantic-beach.fl.us Page 1 Revised 1/14/03 Inµaddition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informa ion provided with this application is correct. Signature of owner: Date: '7// Iva I hereby certify that I have read and examined this application and know the same to,be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: _ Date: /7 A-V Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of _,20 S 'M. R - MY COMMISSION#DD 121301 EXPIRES:May Public 2006 el c Notary's Signature'. rid Bonded Thru Notary PUndarnritera ersonally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of �1` `` , 20 State of Florida,County of Duval ` Notary's Signature:&& JENNIFER SCHLUETr Er-Personally known MY COMMISSION#DD 121301 EXpIRES:MP�Ik� �K, ❑ Produced identification adThruNotary Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 rs'A'`1 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: ��'� l b�5�� ro.q S y ro Type of Development: RES) 7 EA)T t14 4- T)>AJ LP)C. Flood Zone: Required Lowest Floor Elevation: JS If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: q 7 Ar Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 N99Z8'40'E 745.00' . •ar r:. ...rr.r T � u, ri, ur �•�� I p•r f4 Iu,t�M�,ap �bi47r[ \ rCrrapr a,� a•I I I r.• \ OrtvH04r\ xr I p ' I I I I} ql! \\\QQQ I 111 1 S 'n, nr olvKat t7 + _ it-UK o ou•nwi 1 r. N ,r. `�t7� �8(,' I l�l� u. >:~ � u• ,r, � � �,x> .!, ur IL x. o r.•rwt S ur u•nk x i�Wow I � N 0.,o 1, »[ I 1 I x ' Ot.tntrt. b'•wN ro p I OSI J' r rowrt I1T..- q I {n 0J IS."a / ..-- � \ III IdK o ii 9 e'4p' po \ t.euma I I q V p \.•� N7�t ri Ka•ru i I ` IraxZ I u• xr ::fi'::i inti}' 5'4c} Nis ' V'hM0• n I \ �" 1 q .4[ KM f ....... :i'•:;:::;:::.;:•. O OI l 1 Iu• a Y ro •� 4 O ... ::iJ4:'r•Yti::.}::::;.:.:.�::•:::•.�:iidi GJo•nw ( i's!}...•';:i•:4:Jriiiih:r:Tf.B:•'l.}4:iPiii: NOiZ9'10'E 145. 4p 7 CIA — — Kn'Lwr77wt I a tJ1.N»: i nY4/ M• ( r' 8 1147 J17r1( rJ ...,:.. ,•:.. ; ..i:ii:!Cj}:•iif:ii Cr:�: ,�1, qI � ...............LY::::::::c............ ..y ... •.... ...V::A^'Y::: �... cwt n7nt p .. t• / \ ......•.. .... i�{i•' m:r.::n:r::::::47f�1.1K:;i':5,y.. 14ir x •iu t �lC •,. t •q.".. .,du gr,,, i.aAs' — •(.• �y I1 It r +I u• TNJTY CASEMENT iuIUC OnAwApE CASEMENT I pJ T.Y.EA[UC,E•u, T ow MII N 7.YVK •••� Awi I% LYMrI E•t ^ 8 Cy • 1 ►11uY0 1 I r. Si I xr .ET OEhplhhPl � IILIt11 / , rt'/Na I 13q 4 ( D g"• ar •� urlN"�1 ' 0�1 �OIS AN Zi 8 r 'I„ x nvw K M•r,tr eon=+[ x 'u, pU •�yy�r nrIt. r� r�ortrin[S R it 4•••••, r t�r�M��t(0 xt OAIi':e S59Z5'40440. ' 00' o1J'►tur ni u 4 ar At r••p rtrprtx � A .»r w,' wxY•rwrot STANLEY IOAO II _ I Sr.srr0►r i:on.w.tlen w4pr wl ox.:y cEN Connelly&Wicker Inc. FRANCIS COVE THREE am AL 140,uConsulting Engineers N .Y...,Ywrwn,rr.rr,.4..r 711 south stn 04wt FRO-AND ran TREE REMOVAL PLAN aac M Y M 4»r MM.•.w 4 rr.r 3.e.odh f1a�1e 33700 �+• ..a t Y.»r»»»..r.Y...•r.r 904 340 M.toa (I)741-1130 SEAMS NAI TAT pL r r»,n..rr..rr A.N0: 3000 OIN S L mum o x r• M» M DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE „�•Y. ATLANTIC BEACH,FLORIDA 32233-4318 stJ TELEPHONE:(904)247-5834 `.S FAX:(904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # /0'3 vZ 1p 6' ck Applicant: �3r a S � 11../o I T tL Address: h3- L- l Z16LiU ED-y-5"u t-A C-+ Project: C,,ti.j Ct C' / ' Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: AT -n4 S -(-f M€ t.]ATEIe `t sgwec Prete mwk- IkuA�I A131e , CQ 23-x3 talc+ cx(die5 16e=E Or,atPlE'l CWJ+ COT w // 144, S62 J Qe Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revie ed by Donna Kaluzniak, Public Utilities Director Date Sig ature Contractor Notified Date S 6 3 Up�l+'` r = •�� r s� CITY OF ATLANTIC BEACH f BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: `�' 7 )23 Job Address: t,-,6 4C.-;.9 Owner of Property: EAS NQS 3 >T i Address: 6-7) F .v c.-IS ✓� /-�TL FL Telephone: 2 S' V7, 1�-- IJ rC? W F Legal Description: Block Number: Lot umber: /.-7 Zoning District: 3-�,.!wcp, rS11J Contractor: 3 FAState License Number: 2,3 Contractor's Address: )9 7) F44 >c,s 'Z � l Telephone: )222 Fax: rI��^ L'yf 'y3Jy Describe proposed use and work to be done: 4f-v►a Present use of land or building(s): V61 J Valuation of proposed construction: I © wD Do - Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ O. Applicant certifies that no change in site grade or fill material will be used on this project. [rYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. -SFE- '4r-s-Acot=,o !rW3. PR60A4- PLAT- [],NO. Lao- ❑ O. Applicant certifies that no trees will be removed for this project. [ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.a,tiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools maybe excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all informa'on provided with this application is correct. ^7 Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to,be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: _ Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of `1iY t ,20 S mell ; 11sf: ' MY COMMISSION#DD 121301 EXPIRES:May 27,2006 Notary's Signature: 4*: B,rdedThruNolary Publ c Underwriters ersonally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of < (�. ,20 0. State of Florida,County of Duval ` Notary's Signature: y j2 301 : '4° MY COMMISSION#DD 006 Personally known *B �" EXPIRES.Mal 27 ers ThruNOWlP�lku ❑ Produced identification kw os,�' B°n Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 ' CITY OF ATLANTIC BEACH rcc)l, FLOOD PLAIN DEVELOPMENT INFORMATION Location: Ll eve r'—o.4 S y Trd uz a- Type of Development: EF-5) --0 EA)T Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: `��Ar Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Nr211'401E 245.00r ! y.,rll ilI 'raa rja rla N OluO LLr NM'q'l f� T.MH'W'(11 �� N l�I.sK gy=m IrlltlM `• 1\ I I Ivrt p17•YH w\ .rJ' 8 ' I2 r � 01 9 W t o. L I lN> u. N F7`Nd p 117WK I OS iar 117M�(M j i!Ixw nK i ' i �I 1L M rrxey( wt la'rwt ON'AM U p7.K la•..Ir\ M p He' evo•L .ar 1\\` •IL. rl, I I p I `) c. yp 1 •la! 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M17 r o \` of/vH awr �„•• -� _� BU ' �•' u! 11U IUC d1A1NACC CASEMWT T7 CASCNENT' °, ,rrJ I 7.Y JEA EUC LASE NT 1k' "•( I� , � p1 awl , • i'�. ro,I / a7�D •"'sl�l1 if,w w 00 Ruwa G,a p i 4 rt rum,0. 4 I • 11 L roa NCT p1TOiTgN IYY1R wy��. *11'r y 1 ►pj►(] l q 0�t V � l",�1 • , ' i 1 I Y O , gill M If•FII(� M u•rrLw Zero �1 l J.4y-1 IFI 11`M( }p �r pN14Y .Il/ ( .: LI3r . l IA lal OLWL� ~_1lQY,OYYr71SlyZ6'40' NO. my OC 0 u71u1 lu' 'u• 1 Lr ',,, wjL lLMN1ACASEMEK7 'tJJ '•�' Wuxx.wq( 6TANtFYAOAO 0w.a it — i me 1 Connelly&Wicker inc. FRANCIS COVE THREE ".FN ,, Consulgng Engineers N rw......w...«rr x.r....x. Ttt 6auth eul 61rMt ►K►AKO FQA TREE REMOVAL PLAN EOf r.w r r x.M.1.1W r rN.. YHA 6�oeh,TIOWO 1N1 IxF x....w.w..l.••wx.1 w 904)44M7668 I=(604 241-1126 KACNLS KWAT 1•. 6IX A.NOa .7660 01, MD°w ! OWif L 1[11®1 1x11 i f 1.1 M JL C vA 1 Duplex L or R 1 HVAC Load Calculations for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 I ' i Ii i I � RLfiIL3ENTiAI. I I-KrIVACHVAC L o AD's i i I ISI II I Prepared By: Glenn Jones Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 Tuesday, September 09, 2003 I I I, I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A!C Duplex L or R Neptune Beach,FL 32266-1798 Page 2 Pro 'ect Rep ort General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Project Title: Duplex L or R Designed By: Ocean State Heating &Air Conditioning Project Date: Tuesday, September 09, 2003 Client Name: Beaches Habitat Client Address: P.O. Box 50939 Client City: Jacksonville Beach, FL 32250 Client Phone: 241-1222 Client Comment: Company Name: Ocean State Heating &Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Boulevard Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 27 0 0 72 0 Summer: 96 78 50 75 51 Check Figures Total Building Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 i Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 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. ' II i C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Duplex L or R Neptune Beach, FL 32266-1798 Page 3 Tota/ Building► Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 100 3,262 0 4,870 4,870 10D Door Wood Solid Core 18 373 0 204 204 12C Wall R-11 + 1/2" Gypsum(R-0.5) 982 3,976 0 2,175 2,175 13C Part R-11 + 1/2" Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 0 0 0 Subtotals for structure: 15,067 0 9,058 9,058 People: 4 920 1,200 2,120 j Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,079 0 1,522 1,522 Infiltration: Winter CFM: 132, Summer CFM: 59 6,527 2,043 1,353 3,396 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total 16,733 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 22,673 2,963 16,733 19,696 j Check Figures Total Building Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 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. i i i I i I� i I it C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Duplex Lor R Neptune Beach, FL 32266-1798 Page 4 System I (Imported) Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 100 3,262 0 4,870 4,870 10D Door Wood Solid Core 18 373 0 204 204 12C Wall R-11 + 1/2" Gypsum(R-0.5) 982 3,976 0 2,175 2,175 13C Part R-11 + 1/2" Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 0 0 0 Subtotals for structure: 15,067 0 9,058 9,058 People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,079 0 1,522 1,522 Infiltration: Winter CFM: 132, Summer CFM: 59 6,527 2,043 1,353 3,396 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 O Sensible Gain Total 16,733 Temperature Swing Multiplier: X 1.00 System 1 (Imported) Load Totals: 22,673 2,963 16,733 19,696 Check Figures Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 System Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 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. i i i i C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM Rhvac-Residential&Light Commerciali HVAC Loads Elite Software Development,Inc. j Ocean State Htg&A/C Duplex L or R Neptune Beach FL 32266-1798 Page 5 System I Room Load Summary Htg Htg Run Run Clg Cig 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 Bedroom 181 3,484 45 0-0 0 2,771 720 126 1.00 126 126 2 Bath 1/2,Laundry 154 1,035 13 0-0 0 1,786 0 81 1.00 81 81 3 Kitchen 112 736 10 0-0 0 2,969 0 135 1.00 135 135 4 Dining 100 3,364 44 0-0 0 1,492 346 68 1.25 85 68 5 Living 225 5,964 78 0-0 0 3,332 606 152 1.25 189 152 6 Bedroom 3 184 4,809 63 0-0 0 2,042 801 93 1.00 93 93 7 Bedroom 2 144 3,281 43 0-0 0 2,341 490 107 1.00 107 107 System 1 total 1,100 22,673 295 16,733 2,963 761 816 761 System 1 Main Trunk Size: 12x12 in. Velocity: 826 ft./min Loss per 100 ft.: 0.109 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.64 85%/ 15% 16,733 2,963 19,696 Recommended: 1.81 77% /23% 16,733 4,998 21,731 Actual: 1.73 77% /23% 16,000 4,800 20,800 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: PF1 MNA024 PH10JA024 Brand: Payne Payne Efficiency: 7.0 Btuh 10 SEER Sound: Capacity: 17,500 20,800 Btuh Sensible Capacity: n/a 16,000 Btuh Latent Capacity: n/a 4,800 Btuh I I I I I i C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM FORM 60OA-2001 y FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FRANCES COVE DUPLEX Builder: Beaches Habitat Address: Frances Cove Rd. Permitting Office: Jacksonville Beach City, State: Jax. Bch., FI 32250- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Multi-family — a. Central Unit Cap:20.7 kBtu/hr — Number of units,if multi-family 2 — SEER: 10.00 — 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 1100 ft' — c. N/A _ Glass area&type Single Pane Double Pane a. Clear glass,default U-factor0.0 ft' 100.0 ft' — 13. Heating systems b. Default tint 0.0 ft' 0.0 ft' — a. Electric Heat Pump Cap:23.5 kBtu/hr _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' _ HSPF:7.00 — I S. Floor types b. NIA a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft — — b. N/A c. N/A _ c. N/A 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=1 I.0,982.0 ft' a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=11.0, 120.0 ft' _ EF:0.92 — c. N/A _ b. N/A _ d. N/A _ — I e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1101.0 ft' _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, i a. Sup:Unc. Ret:Con. AH(Sealed)Jnterior Sup.R=6.0,25.0 ft — PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as-built points: 17955 Total base points: 20047 PASS 1 hereby certify that the plans and specifications covered Review of the plans and 'TUE by this calculation are in compliance with the Florida specifications covered by this yob Energy Code. calculation indicates compliance d C E with the Florida Energy Code. PREPARED BY: Ocean State-Glenn Jones wc Before construction is completed � a DATE: this building will be inspected for , I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. °D WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd.,Jax. Bch., FI, 32250- 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 1100.0 20.04 3967.9 Double,Clear E 1.5 6.0 15.0 42.06 0.91 575.9 • Double, Clear W 6.0 6.0 20.0 38.52 0.53 408.6 Double,Clear W 1.5 6.0 20.0 38.52 0.91 703.7 Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double,Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As-Built Total: 100.0 2804.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 120.0 0.70 84.0 Frame,Wood, Exterior 11.0 982.0 1.70 1669.4 Exterior 982.0 1.70 1669.4 Frame,Wood,Adjacent 11.0 120.0 0.70 84.0 Base Total: 1102.0 1753.4 As-Built Total: 1102.0 1753.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 6.10 109.8 Exterior 18.0 6.10 109.8 Base Total: 18.0 109.8 As-Built Total: 18.0 109.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1099.7 1.73 1902.5 Under Attic 30.0 1101.0 1.73 X 1.00 1904.7 Base Total: 1099.7 1902.5 As-Built Total: 1101.0 1904.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 153.0(p) -37.0 -5661.0 Slab-On-Grade Edge Insulation 0.0 153.0(p -41.20 -6303.6 Raised 0.0 0.00 0.0 Base Total: -5661.0 As-Built Total: 153.0 -6303.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1100.0 10.21 11231.0 1100.0 10.21 11231.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd.,Jax. Bch., FI, 32250- PERMIT#: BASE AS-BUILT Summer Base Points: 13303.6 Summer As-Built Points: 11500.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11500.1 1.000 (1.081 x 1.147 x 0.86) 0.341 1.000 4207.2 13303.6 0.4266 5675.3 1 11500.1 1.00 1.072 0.341 1.000 4207.2 EnergyGaugel DCA Form 600A-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd.,Jax. Bch., FI, 32250- 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 = Point .18 1100.0 12.74 2522.5 Double, Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double,Clear W 6.0 6.0 20.0 20.73 1.17 483.7 Double,Clear W 1.5 6.0 20.0 20.73 1.02 424.3 Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double,Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 As-Built Total: 100.0 2230.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 120.0 3.60 432.0 Frame,Wood, Exterior 11.0 982.0 3.70 3633.4 Exterior 982.0 3.70 3633.4 Frame,Wood,Adjacent 11.0 120.0 3.60 432.0 Base Total: 1102.0 4065.4 As-Built Total: 1102.0 4065.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 12.30 221.4 Exterior 18.0 12.30 221 A Base Total: 18.0 221.4 As-Built Total: 18.0 221.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1099.7 2.05 2254.4 Under Attic 30.0 1101.0 2.05 X 1.00 2257.1 Base Total: 1099.7 2254.4 As-Built Total: 1101.0 2257.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 153.0(p) 8.9 1361.7 Slab-On-Grade Edge Insulation 0.0 153.0(p 18.80 2876.4 Raised 0.0 0.00 0.0 Base Total: 1361.7 As-Built Total: 153.0 2876.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1100.0 -0.59 -649.0 1100.0 -0.59 -649.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPS v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd.,Jax. Bch., FI, 32250- PERMIT#: BASE AS-BUILT Winter Base Points: 9776.4 Winter As-Built Points: 11002.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11002.1 1.000 (1.060 x 1.169 x 0.88) 0.487 1.000 5867.6 9776.4 0.6274 6133.7 1 11002.1 1.00 1.095 0.487 1.000 5867.6 EnergyGaugeMDCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd., Jax. Bch., FI, 32250- 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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5675 6134 8238 20047 1 4207 5868 7880 17955 PASS y0 -V%ESTgT�°�n EnergyGaugeT"^ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Frances Cove Rd.,Jax. Bch., FI, 32250- 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; i foundation&wall sole or sill plate;joints between exterior wall panels at corners; 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. 1 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; j 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 I 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-sto 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 i REQUIREMENTS CHECK Water Heaters i 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as 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 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. EnergyGaugeM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =85.0 The higher the score,the more efficient the home. Frances Cove Rd., Jax. Bch., FI, 32250- 1 New construction or existing New 12. Cooling systems 2. Single family or multi-family Multi-family a. Central Unit Cap:20.7 kBtu/hr - 3. Number of units,if multi-family 2 SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1100 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft= 100.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap:23.5 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:7.00 - d. Tint/other SHGC-double pane b. N/A _ S. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft c. N/A - b. N/A _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,982.0 ft2 _ EF:0.92 - b. Frame,Wood,Adjacent R=11.0, 120.0 ft2 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, 1101.0 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:Con. AH(Sealed):Interior Sup.R=6.0,25.0 ft - MZ-C-Multizone cooling, b. N/A 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) O�T11ESI,,gT� in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. ,,;�� :_ ';'• �p Builder Signature: Date: 2 Q Address of New Home: City/FL Zip: c01)wE e *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarr"designation), your home may qualify for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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: FLRCPB v3.30) o�b runs russ Type ty Ply— --- - _ A604963 J55957 T08-- ROOF TRUSS 2 1 (optional) i ek ndustries, Inc., hesterfield, 3b , ooind ib2F 17 2001 MiTek Industries, Inc. I tie ep 09 09 39' 6ge -4-(J 7-6-8 14.3-4 1 21-0-0 26-0-0 32-8-12 39-5-8 47-0-0 4$-4-0 1-4-0 7-6-8 6-8-12 6-8-12 5-0-0 6-8-12 6-8-12 7-6-8 1-4-0 Scale = 1:86.1 5x10 M1120H = 5x10 M1120H = 4.00 Fff F G 3x6 3x6 4x6 7� E H 4x6 3x6 D I 3x6 zL LO C J 17 I? L A B K L Ln O 4x10 = T S R Q P 0 N M 4x10 = C 2x4 II 3x6 = 5x6 WB= 3x8 = 3x6 = 2x4 11 3x6 = 5x6 WB= 7-6-8 14-3-4 21-0-0 26-0-0 , 32-8-12 39-5-8 47-0-0 7-6-8 6-8-12 6-8-12 5-0-0 6-8-12 6-8-12 7-6-8 Plate Offsets dge , - dge , Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.96 Q-S >585 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TQ -0.87 Q-S >647 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.30 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 2441b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-5-10 oc purlins. A-D 2 X 4 SYP NoA D, I-L 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 2-9-11 oc bracing. BOT CHORD 2 X 4 SYP No.1 D *Except* WEBS 1 Row at midpt E-Q, F-P, H-P O-R 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-288(load case 5) Max UpliftB=-2076(load case 2), K=-2076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-5238, C-D=-4368, D-E=-4311, E-F=-3465, F-G=-3247, G-H=-3466, H-1=-4310, I-J=-4368, J-K=-5238, K-L=22 BOT CHORD B-T=4896, S-T=4896, R-S=4089, Q-R=4089, P-Q=3246, O-P=4089, N-0=4089, M-N=4897, K-M=4897 WEBS C-T=228, C-S=-863, E-S=514, E-Q=-1048, F-Q=767, F-P=3, G-P=767, H-P=-1044, H-N=513, J-N=-864, J-M=228 `�S" '0 p �+ tt' , NOTES truss has been checked for unbalanced loading conditions. �4`c ,-tiFr 4" 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 9 t occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 _ * . If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed a to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. % S AT (?f 4) All plates are M1120 plates unless otherwise indicated. Y �, fi $* 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2076 Ib uplift "f,, t QRS at joint B and 2076 Ib uplift at joint K. %� tip` R�r fl fr�tr++!�+I�k4�51iss�ttt`� LOAD CASE(S) Standard September 9,2003 ob Fuss T Fuss yPe Fly A604964 J55957 T09 ROOF TRUSS 2 1 (o tional) Mi ek Industries, Inc., Chesterfield, Ind" ust�iL�s, 1 0 i ek Industries, nTc-�1'ue 6"p 32:40 age -1-4-p 6-4-5 1 11-10-14 17-5-7 23-0-0 24-0-0 29-6-9 35-1-2 4T 0-711 47-0-0 4$-4-0 1-4-0 6-4-5 5-6-9 5-6-9 5-6-9 1-0-0 5-6-9 5-6-9 5-6-9 6-4-5 1-4-0 Scale = 1:86.1 5x6 = 4.00 12 5x6 = G H 3x6 3x6 3x6 F I 3x6zz 4x6 4x6 E J U') 2x4 D K 2x4 ii 17 C L �A B MN n r� = 4x10 = V U T SR Q P p 4x10o 3x6 = 4x6 = 3x6 = 3x6 = 3x6 = 3x6 = 3x6 = 4x6 = 8-2-8 1 15-7-4 , 23-0.0 24-04-0 31-4-12 , 38-9-8 47-0-0 B-2-8 7-4-12 7-4-12 1-0-0 7-4-12 7-4-12 8-2-8 ate fsets qe , -4, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.99 S-U >568 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.89 S-U >631 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.29 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 2501b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-3 oc purlins. BOT CHORD 2 X 4 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-13 oc bracing. Q-T 2 X 4 SYP No.2D WEBS 1 Row at midpt F-S, I-R WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 13=2044/0-3-8, M=2044/0-3-8 Max Herz 6=-311(load case 5) Max UpliftB=-2049(load case 2), M=-2049(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5245, C-D=-5033, D-E_-4969, E-F=-4138, F-G=-3192, G-H=-2998, H-1=-3192, I-J=-4138, J-K=-4969, K-L=-5033, L-M=-5245, M-N=22 BOT CHORD B-V=4920, U-V=4314, T-U=3662, S-T=3662, R-S=2998, Q-R=3662, P-0=3662, O-P=4314, M-0=4920 WEBS C-V=-281, E-V=611, E-U=-638, F-U=727, F-S=-974, G-S=822, H-R=822, I-R=-974, I-P=727, J-P=-638, J-0=611, L-0=-281 �ta�t+stii I r�Inr✓rrirli, NOTES ``��tY A. r��,i,� 1) This truss has been checked for unbalanced loading conditions. t to ✓,.� 2)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level ��0 r; IFI r using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 't If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed 1 ` to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2049 lb uplift �+ S ri.CF OF at joint B and 2049 Ib uplift at joint M. LOAD CASE(S) Standard `frf �1ED September 9,2003 Job Truss---- runs lypa-- ------ t y-Ply – — -- A604965 J55957 T10 ROOF TRUSS_. 2 1 JI (otionaQ MiTek Industries, Inc., hesterfield, M 6 17, �l0fidus 2 L��S 1 i ek Industries, Inc. ue ep 0 2:4 Page 4 -)-4-P 6-5-13 12 1-14 17-9-15 23-6-0 29-2-1 34-10-2 40-6-3 47-0-0_ 4P-4-0 1-4-0 6-5-13 5-8-1 5-8-1 5-8-1 5-8-1 5-8-1 5-8-1 6-5-13 1.4-0 Scale = 1:84.4 5x6 = 4.00 1 L G 3x6 % 3x6 3x6 F H 3x6 4x6 4x6 zz E 2x4 �� D J 2x4 C K Ln A B L M rf 4x10 = T S R Q P 0 N 400 = 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = 3x6 = 4x6 = 8-4-8 15-11-4 23-6.0 1 31-0-12 38-7-8 47-0-0 8-4-8 7-6-12 7-6-12 7.6-12 7-6-12 8-4-8 Plate Offsets qe qe dqe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.96 Q-S >582 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.89 O-Q >630 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.29 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 2411b LUMBER BRACING TOP CHORD 2 X4 SYP No.21D TOP CHORD Sheathed or 2-5-15 oc purlins. BOT CHORD 2 X4 SYP No.1D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. P-R 2 X 4 SYP No.21D WEBS 1 Row at midpt F-Q, G-Q, H-Q WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, L=2044/0-3-8 Max Horz B=-317(load case 5) Max UpliftB=-2041(load case 2), L=-2041(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5238, C-D=-5020, D-E_-4958, E-F=-4095, F-G=-3151, G-H=-3151, H-1=-4095, I-J=-4958, J-K=-5020, K-L=-5238, L-M=22 BOT CHORD B-T=4914, S-T=4286, R-S=3615, Q-R=3615, P-Q=3615, O-P=3615, N-0=4286, L-N=4914 WEBS C-T=-291, E-T=632, E-S=-658, F-S=740, F-Q=-973, G-Q=1643, H-Q=-973, H-0=740, 1-0=-658, I-N=632, K-N=-291 ��1��611tititt5411 t1!it t�ltlt�jt� NOTES ,�`p �G� A. 1)This truss has been checked for unbalanced loadingconditions. w�` ' 2)This truss has been designed for the wind loads gnerated by 120 mph winds atft 20 above ground level `N g , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the able end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 # 'C If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041 Ib uplift S ATE E O at joint B and 2041 Ib uplift at joint L. ok LOAD CASE(S) Standard ��,'�+trgdl!i Y ii4Ultltiti��'� September 9,2003 Truss — TFussType — --- -- y Fly A604951 ' J55957 C-101 ROOF TRUSS - 16 1 (optional) M elk—Industries, Incihesterfield, MG-63017, M �fOlnduSR b�%d.17 2001 Mi ek Industries, Inc. ue Sep 0 09: : 5 2 age 1 1-4-0 3-0-0 1-4-0 3-0-0 Sple = .5 4.00 12 N B A 2x4 - D coo 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 B-D >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.03 A-B >558 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=53/Mechanical, B=222/0-3-8, D=42/Mechanical Max Horz B=132(load case 2) Max UpliftC=-144(load case 5), B=-281(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD A-13=22, B-C=-33 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the'wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift 414��4494�UrUIYrt+rr�t at joint C and 281 Ib uplift at joint B. /�z��/r/ LOAD CASE(S) Standard S ATE OF 4Z ED f�t�'trttrl;r!6r 1544i14444ti�tiy� September 9,2003 ob rT ussFuss �y- - J55957 CJ02 ROOF TRUSS 8 1 A604952 (optional) Mi ek Industries, Inc., hesterfield, 63017—, —907nd ib! 1 001 Mi ek Industries, Inc. Tue Sep 09 09:M=3 Page -1-4-0 1-4-0 5-0-0 Scale 4.00 12 0v B A 2x4 = D cco 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.13 A-B >140 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=116/Mechanical, B=297/0-3-8, D=72/Mechanical Max Horz B=200(load case 3) Max UpliftC=-259(load case 5), B=-313(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=30 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift ��tic�tMtitrullntrruf;J��i at joint C and 313 Ib uplift at joint B. ��``�ti�tit gfzzR'f JACE LOAD CASE(S) StandardAr +' _ * S , TEROF September 9,2003 f°Job _ russ --- russ ype - --— 0ty Ply -------- � A604953 J55957 EJ01 ROOF TRUSS 36 1 (optional) i ek Ihdustnes, Inc., pester ie d, 17-1�V ilndusR7 20 1 i ek ndustries, nc. ue ep 0 0 age 1 -1-4-0 7-0-0 1-4-0 7-0-0 Scale =CY: 4.00 B D 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.11 B-D >776 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.40 A-B >46 BCLL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 241b LUMBER BRACING '. t TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=174/Mechanical, B=377/0-3-8, D=102/Mechanical Max Horz B=271(load case 3) Max UpliftC=-371(load case 5), B=-358(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, 13-C=45 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. 1f porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 Ib uplift ,��y�SttoitlNtlttr;rq�t7j� at joint C and 358 Ib uplift at joint B. ti�w* Cly A. �i��x O N\t A 1 Ij1*rrr LOAD CASE(S) Standard Y �' S ATS OF September 9,2003 russ ype Oty PT y , A604954 J55957 HJ01 - ROOF TRUSS 2 (o tional) Mitek Industries, Inc., hesterfield, M� 1 1 s Nov 16 2000 i ek Industries, Inc. rue Sep 09 15:2772 2W3 age 1 1.10-10 6-0-0 9-10-13 1-10-10 6-0-0 3-10-13 Scale = 1:20.1 4- 2.83 2.83 1 L 3x4LC = 3 ,n 2 Li 0 65 2x5 - 1x4 II Simpson SUR/1-24 3x4 - 6-0-0 9-10-13 6-0-0 3-10-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.06 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.07 1-2 >379 BCLL 10.0 Rep Stress Incr NO WB 0.32 Horz(TL) -0.02 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 401b LUMBER BRACING Ir i TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=189/Mechanical, 2=470/0-4-15, 5=470/Mechanical Max Horz 2=341(load case 2) Max Uplift4=-383(load case 5), 2=-543(load case 2), 5=-337(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-1020, 3-4=32 BOT CHORD 2-7=972, 6-7=972, 5-6=0 WEBS 3-7=240, 3-6=-1047 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �t11;titi{rtuirtlJugifrz to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ti � rii 2) Refer to girder(s) for truss to truss connections. �� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 Ib uplift . JF J A„Y��i�fJ at joint 4, 543 Ib uplift at joint 2 and 337 Ib uplift at joint 5. LOAD CAStandard *# 1) Regular.r: Lumber Increase=1.25, Plate Increase=1.25 �•- ""` Uniform Loads (plf) Vert: 1-2=-54.0 S ATE OF Trapezoidal Loads (plf) Y ��l �Z7R },� " 4y' Vert: 2=-2.8-to-4=-133.6, 2=0.0-to-5=-74.2 September 9,2003 obQty Ply --- A604955 J55957 HJ01A ROOF TRUSS 2 1 (optional) i ek Industries, Inc., hesterfield, M 017, ll>ndu E2 b� 1 1 Mi ek Industries, Inc. Tuep�69: 2:2 2 3—Page -1-10-10 4-2-0 7-2-9 9-10-13 1-10-10 4-2-0 3-0-9 2.8-4 Scale = 1:19.9 E 2.83(-17- D 3x4 2x4 zz C LoB 0 G F 3x4 = 4 — 3x4 7-2-9 9-10.13 7-2-9 2-8-4 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.03 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TQ 0.11 A-B >222 BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TQ -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) E=122/Mechanical, B=264/0-4-15, F=-13/Mechanical, H=757/0-4-15 Max Horz B=347(load case 2) Max UpliftE=-251(load case 5), B=-355(load case 4), F=-13(load case 1), H=-732(load case 2) Max Grav E=122(load case 1), B=264(load case 1), F=59(load case 4), H=757(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-226, C-D=132, D-E=20 BOT CHORD B-H=211, G-H=-93, F-G=0 WEBS C-H=-316, D-H=-430, D-G=115 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 sf to chord dead load and 5.0 sf bottom chord dead load, in the able end roof zone on an �tlifl4lrtrlrr p 9 ry partially P g• P g p ��•�`�tx�s�yC1~ A. lr1lrz�f��,f� occupancycafe or II, condition II artiall enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed a� + A rir to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 Ib uplift A` � � 'Cd at joint E, 355 Ib uplift at joint B, 13 Ib uplift at joint F and 732 Ib uplift at joint H. w LOAD CASE(S) Standard -• '� � 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 S �3 S ,+awT1~OF Uniform Loads (plf) , 1 Vert: A-B=-54.0 Trapezoidal Loads Vert: B .8-to-E=-133.6, B=-0.0-to-F=-74.2 !f+atrl�rnrias�t`titi�`�5 September 9,2003 A606366 55957 a T01- ROOF TRUSS 7 LBuilders First�urc��sonville, FC x2244 MiT4T2WVusS1af d-rZct 17 2001 MiT J tries Fn-c 01< fn ustnes, nl c-T�Sep 1�TQ:443 �ag 3-10-14 -4-0 7-0-0 11-2-10 15-5-420-9-12 26-2-4 31-6-12 35-9-6 40-0-0 43-1-2} 47-0-04 -4-0 1-4-03-10-14 3-1-2 4-2-10 4-2-10 5-4-8 5-4-8 5-4-8 4-2-10 4-2-10 3-1-2 3-10-Y$ e4-0 1:85.5 4.002x4 II 5x8 = 5x8 = 2x4 11 3x8 = 3x6 = 4x6 = 4x10 = 2x4 11 2x4 D E F G H I J K L 2x4 zx C M �A B N 0 LO c3 k� O 4x6 = 4x6 = AA Z Y X W V U T S R Q P 3x6 = 3x8 = 4x6 =3x6 = 4x10 - 3x6 II 4x10 = 2x4 11 2x4 II 2x4 II 4x6 = 3x6 = 5-1-127-0-q 11-2-10 15-5-4 20-9-12 26-2-4 31-6-12 35-9-6 40-0-0411-104 47-0-0 5-1-12 1-10-4 4-2-10 4-2-10 5-4-8 5-4-8 5-4-8 4-2-10 4-2-10 1-10-4 5-1-12 Plate Offsets [W:0-3-0,Edgel e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.68 X-Y >552 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.56 X-Y >671 BCLL 10.0 Rep Stress Incr NO WB 0.83 Horz(TL) -0.11 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 4681b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 *Except* F-V 2 X 4 SYP No.2D, G-U 2 X 4 SYP No.2D J-U 2 X 4 SYP No.21) REACTIONS (Ib/size) B=2281/0-3-8, S=5807/0-3-8, P=253/0-3-8, N=77/0-3-8 Max Horz B=-120(load case 5) Max UpliftB=-2603(load case 2), S=-6509(load case 4), P=-512(load case 5), N=-287(load case 5) Max Grav B=2281(load case 6), S=5808(load case 6), P=281(load case 7), N=79(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-13=22, B-C=-5937, C-D=-5887, D-E=-6848, E-F=-6848, F-G=-4688, G-H=-300, H-I=-300, I-J=-300, J-K=2769, K-L=2769, L-M=672, M-N=522, N-0=22 ��«w°��nunn� BOT CHORD BAA=5552, Z AA=5582, Y Z=5629, X Y=6773, W-X=6773, V-W=6773, U-V=4688, ��``��1yCE A. �/V''��i,, T-U=-6177, S-T=-6177, R-S=-6177, Q-R=-574, P-Q=-616, N-P=-458 WEBS C-AA=42, D-AA=2, D-Z=766, D-Y=1398, E-Y=-468, F-Y=86, F-X=312, F-V=-2278, IF J G-V=1285' 285, G-U=-4796, I-U=-606, J-U=7078, J-S=-5408, J-R=3909, K-R=-458, L-R=-2516, L-Q=681, L-P=15, M-P=-204 _ p 1 - NOTESYL p - 1) This truss has been checked for unbalanced loading conditions. j = 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level S ATE OF using 5.0 psf top chord dead load and 5.0 psf bottom cho e d load, in the gable end roof zone:ton %HCl �LORI� 9 !A x i occupancy category II, condition II partially enclosed build m�p w�}+ �xposur,� C ASCE 7 98 Qr K�C700 " If end verticals or cantilevers exist, they are not exposed towmdN If'porches exist they are.not expos d �� to wind. The lumber DOL increase is 1.60, and the plate g�kk n,4iea'se 1s,ll60 j ��iii, i V4 i 011\011 3) Provide adequate drainage to prevent water ponding. r y 1 4) Provide mechanical connection (by others) of truss to beann �plafe capable of Qthstandin4�2603 Ib up[.ft September 11,2003 at joint B, 6509 Ib uplift at joint S, 512 Ib uplift at joint P ar"'d 27 Ib uplift at"' "nt N f 5) Girder carries hi end with 7-0-0 end setback W 6) 2-ply truss to be connected together with 0.131"x3" Nails follows. Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-8-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Continued on page 2 ------ ------.. -- - -- __ ___ -- - --- -- -- ---- ---- -- - I,-1b Flruss Truss T �e � �J55957 T01 ROOF TRUSS 2 A605266 (optional) Buifaers FirstSource, -acksonvTe, FL-32244, MiWR2 V�ust`RC drGct 17-296T-Mi-re k lndusces—Fnc:THu Sep 11 1 44:5 20�3�age Loading has been calculated by the truss manufacturer. It is the responsibility of the building designer to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-L=-117.6, L-0=-54.0, B-Z=-30.0, Q-Z=-65.3, N-Q=-30.0 Concentrated Loads (lb) Vert: Z=-539.0 Q=-539.0 - - T- --- -- - -. iJob J�59�7 T02 _- F ROOF 244-1GTiI�k2Cfi�fuslari�ct 17 X001 MITI 1 (optional) p r r -Builders irst ource- ,acTcsonville, e In t4stnes, Inc. 711 u Se 1 f6 X4:55 260 ague T- -4-0 5-1-12 9-0-0 15-5-4 20-9-12 26-2-4 31-6-12 38-0-0 , 41-10-4 47-0-0 4�4-0 1-4-0 5-1-12 3-10-4 6-5-4 5-4-8 5-4-8 5-4-8 6-5-4 3-10-4 5-1-12 1-4-0 Scale = 1:85.5 3x6 = 4.00 F1£ 5x8 = 5x8 = 2x4 II 3x6 = 4x6 = 2x4 II 3x6 D E F G H I J 3x6 C �A B / L M 0 0 4x6 = 4x6 V U T S R Q P 0 N = 2x4 II 3x6 = 4x6 = 3x6 = 6x8 = 3x6 = 2x4 II 6x8 = 4x6 = 5-1-12 9-0-0 15-5-4 23-6-0 31-6-12 38-0-0 41-10-4 , 47-0-0 5-1-12 3-10-4 6-5-4 8-0-12 8-0-12 6-5-4 3-10-4 5-1-12 Plate Offsets : - ge , ge , [T:0-4-0,0-3-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 T >949 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.36 R-T >999 BCLL 10.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.08 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 227 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-P, J-P REACTIONS (Ib/size) B=1188/0-3-8, P=2553/0-3-8, N=189/0-3-8, L=158/0-3-8 Max Horz 6=-144(load case 5) Max UpliftB=-1315(load case 2), P=-2662(load case 2), N=-291(load case 5), L=-327(load case 5) Max Grav B=1188(load case 6), P=2553(load case 1), N=229(load case 7), L=166(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-2756, C-D=-2321, D-E=-2403, E-F=-2403, F-G=-963, G-H=-963, H-1=2102, I-J=2102, J-K=670, K-L=389, L-M=22 BOT CHORD B-V=2558, U-V=2558, T-U=2194, S-T=1614, R-S=1614, Q-R=96, P-Q=96, O-P=-591, N-0=-323, L-N=-323 WEBS C-V=124, C-U=-414, D-U=323, D-T=231, E-T=-323, F-T=906, F-R=-982, H-R=1308, H-P=-2524, I-P=-360, J-P=-1671, J-0=245, K-0=-305, K-N=-30 ��po��llUtiitN�illHru�p�� NOTES \\`��`` 1) This truss has been checked for unbalanced loading conditions. IF. 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above'ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 'L s occupancy category ll, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 = J 3) Provide adequate drainage to prevent water ponding. S ATE OF 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1315 Ib uplift �LORI� at joint B, 2662 Ib uplift at joint P, 291 Ib uplift at joint N and 327,11a,,upli t at joint L. i �� ''•,,�h�,5 1 ��•`` /!/%11Elilt utiits��``��\ LOAD CASE(S) Standard w September 1 1,2003 ,< s �� u _ ob 1"russ runs ype Qty A604958 fly , J55957 T03 ROOF TRUSS 2 1 (optional) i ek Industries, Inc., hesterfield, 01�M �101nd bs, 1 20 1 Mi ek Industries, Inc. --e-Sep 09 9:32.32 2003 Page -'-4-p 5-10-14 11-0-0 17-3-14 23-6-0 29-8-2 36-0-0 41-1-2 47-0-0 4P-4-0 1-4-0 5-10-14 5-1-2 6-3-14 6-2-2 6-2-2 6-3-14 5-1.2 5-10-14 1-4-0 Scale = 1:85.8 8x14 M1118H = 4x10 = 8x14 M1118H — 4.00 12 3x6 II 6x8 = 3x6 II 3x6 D E F G H I 3x6 C J n , B K L �M r4 400U T S= R Q P O N M 400 = 2x4 II 4x6 = 5x6 = 2x4 II 400 = 4x6 = 2x4 II 400 = 5x6 = 5-10.14 11-0-0 17-3-14 23-6-0 29-8-2 36-0-0 41-1-2 47-0-0 5-10-14 5-1-2 6-3-14 6-2-2 6-2-2 6-3-14 5-1-2 5-10-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.20 Q >467 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TQ -0.97 Q >577 M1118H 195/188 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.25 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 3071b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-6-14 oc purlins. D-G 2 X 8 SYP No.1 D, G-1 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. BOT CHORD 2 X 6 SYP No.1 D WEBS 1 Row at midpt D-R, I-P WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-169(load case 5) Max UpliftB=-2176(load case 2), K=-2176(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=26, B-C=-5403, C-D=-4928, D-E=-6143, E-F=-6141, F-G=-6141, G-H=-6141, H-1=-6143, I-J=-4928, J-K=-5403, K-L=26 BOT CHORD B-U=5079, T-U=5079, S-T=4676, R-S=4676, Q-R=6594, P-Q=6594, O-P=4676, N-0=4676, M-N=5079, K-M=5079 WEBS C-U=84, C-T=-446, D-T=396, D-R=1679, E-R=-392, F-R=-520, F-Q=182, F-P=-520, H-P=-392, I-P=1679, I-N=396, J-N=-446, J-M=84 NOTES A- 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level xIFI S using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an G ' y occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 't If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are hot exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 - 3) Provide adequate drainage to prevent water ponding. w 4) All plates are M1120 plates unless otherwise indicated 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2176 Ib uplift {,� OR at joint B and 2176 Ib uplift at joint K. LOAD CASE(S) Standard September 9,2003 ob russ cuss ype Ply A604959 J55957 T04 ROOF TRUSS 2 1 "- (optional) M7-e—kIndustries, Inc., Chesterfield, 1 lnd s{��— 7 Z0 1 MiTek ndustries, Inc. u� e S e p 09 09:3 T.3 4 ; age --4p 6-10-14 13-0-0 20-0-9 + 26-11-7 34-0-0 40-1-2 47-0-0 4P-4-0 1-4-0 6-10-14 6-1-2 7-0-9 6-10-13 7-0-9 6-1-2 6-10-14 1-4-0 Scale = 1:85.8 8x14 M1118H = 3x8 = 8x14 M1118H 4.00 12 2x4 II 5x6 WB= = D E F G H 3x6 3x6 C I Ln �A B J K L2 141 r>t O 4x10 = S R Q P 0 N M L 4x10 = 2x4 II 4x6 = 5x6 = 2x4 II 4x10 = 2x4 II 4x10 = 5x10 M1120H = 6-10-14 13-0.0 , 20-0-9 26-11-7 34-0-0 40-1-2 47-0-0 6-10-14 6-1-2 7-0-9 6-10-13 7-0-9 6-1.2 6-10-14 Plate Offsets dqe , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 1.15 O-P >488 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.94 O-P >596 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.23 J n/a M1118H 195/188 BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 268 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2-7-11 oc purlins. BOT CHORD 2 X 6 SYP No.-ID BOT CHORD Rigid ceiling directly applied or 3-7-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-P, G-M REACTIONS (Ib/size) B=2044/0-3-8, J=2044/0-3-8 Max Horz B=-196(load case 5) Max UpliftB=-2161(load case 2),J=-2161(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=26, B-C=-5362, C-D=-4603, D-E=-5261, E-F=-5261, F-G=-5261, G-H=-4348, H-1=-4594, I-J=-5366, J-K=26 BOT CHORD B-S=5032, R-S=5032, Q-R=4337, P-Q=4337, O-P=5276, N-0=5276, M-N=5276, L-M=5036, J-L=5036 WEBS C-S=157, C-R=-757, D-R=510, D-P=1080, E-P=-370, G-P=-18, G-0=208, G-M=-1092, H-M=1073, I-M=-770, I-L=164 NOTES t>�rgtt11ti6UuttltUrrlrt rJ 1)This truss has been checked for unbalanced loading conditions. `r�ti�ti A, �N; 2)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an IF occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed "C to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 '] 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2161 Ib uplift 5 Te OF at joint B and 2161 Ib uplift at joint J. � ` ?+ '` t OR tS� ti LOAD CASE(S) Standard tttlyt� September 9,2003 lob- russ rT uss type - ----- — ply- — -- — A604960 J55957 T05 ROOF TRUSS 2 1 (o tional) Mi ek ndustries, Inc., hesterfield, 63017, M' . ndusT2�,�uY 1701 i ek Industries, nom- ue ep 0 09: l X25 M; 1 -1-4-p 5-6-8 10-3-4 i 15-0-0 20-8-0 26-4-0 32-0-0 36-8-12 41-5-8 47-0-0 4$-4-0 1-4-0 5-6-8 4-8-12 4-8-12 5-8-0 5-8-0 5-8-0 4-8-12 4-8-12 5-6.8 1-4-0 Scale = 1:86.1 5x10 M1120H = 3x6 = 3x6 = 5x10 M1120H 4.0012 = 3x6 E F G H 3x6 2x4 D I 2x4 Ln C J17 ri LO A B K L Ln u' r4 { 4x10 = S R Q P 0 N M 4x10 = O 3x6 = 5x6 WB= 3x6 = 3x8 = 3x6 = 3x8 = 5x6 WB= 7-10-14 15-0-0 23-6.0 32-0.0 39-1-2 47-0-0 7-10-14 7.1-2 8-6-0 8-6-0 7-1-2 7-10-14 Plate Uffsets , dge , -4 , [H:0-6-4,0-2-4], qe , [Q:0-3.0,Edqe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 1.17 P >480 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.02 N-P >548 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.33 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 2361b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.I D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. O-Q 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-216(load case 5) Max UpliftB=-2143(load case 2), K=-2143(load case 3) FORCES (lb)- First Load Case Only TOP CHORD A-B=22, B-C=-5267, C-D=-5043, D-E=-4230, E-F=-4008, F-G=-4551, G-H=-4008, H-1=-4230, I-J=-5043, J-K=-5267, K-L=22 BOT CHORD B-S=4942, R-S=4493, Q-R=4480, P-Q=4480, O-P=4480, N-0=4480, M-N=4493, K-M=4942 WEBS C-S=-243, D-S=447, D-R=-632, E-R=1034, F-R=-639, F-P=146, G-P=146, G-N=-639, H-N=1034, I-N=-632, I-M=447, J-M=-243 ��tiiin~,Eu�tauurrlrt NOTES `y,�t�t lf�uz``/i 1) This truss has been checked for unbalanced loading conditions. �` .b y'. 2)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level' using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ._ S 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. S A'T'E OF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2143 Ib uplift ORI at joint B and 2143 Ib uplift at joint K. ' LOAD CASE(S) Standard September 9,2003 Job russ Truss Type - - ---- Qty 751y� _--------- A604961 J55957 T06 ROOF TRUSS 2 1 (optional) i ek ndust�ies, nc., hesterfield, M 3017, M d Riffs 1 01 i ek ndustries, nc: ue ep 02 � 2b0 lsage 1 .1-4-P 6-2-811-7-4 17-0-0 23-6-0 30-0-0 35-4-12 40-9-8 47-0-0 4$-4-0 1-4-0 6-2-8 5-4-12 5-4-12 6-6-0 6-6-0 5-4-12 5-4.12 6-2-8 1-4-0 Scale = 1:86.1 5x10 M1120H = 2x4 11 5x10 M1120H = 4.00 12 E F G 3x6 % 3x6 H 2x4 �� D 2x4 zi 0 C 171 LnA B J K Ln Lo r� E3 i `c' O 4x10R QP= O NM L 400 = 6 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = 3x6 = 4x6 = 8-10-14 17-0-0 1 23-6-0 30-0-0 38-1-2 1 47-0-0 8-10-14 8-1-2 6-6-0 6-6-0 8-1-2 8-10-14 Plate Offsets dqe qe , dqe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 1.06 0 >529 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TQ -0.89 O-Q >627 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TQ -0.31 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-6 oc purlins. BOT CHORD 2 X 4 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 2-9-10 oc bracing. N-P 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, J=2044/0-3-8 Max Horz B=-240(load case 5) Max UpliftB=-2123(load case 2), J=-2123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5237, C D=-4962, D-E=-3980, E-F=-4050, F-G=-4050, G H=-3980, H-I=-4962, I-J=-5237, J-K=22 BOT CHORD B-R=4915, Q-R=4347, P-Q=3752, O-P=3752, N-0=3752, M-N=3752, L-M=4347, J-L=4915 WEBS C-R=-312, D-R=553, D-Q=-748, E-Q=654, E-0=397, F-0=-352, G-0=397, G-M=654, H-M=-748, H-L=553, I-L=-312 01;��Aµt1151H)IlIAilJfJrl/7/ NOTES ``�ti� A. 4z/`/ 1) This truss has been checked for unbalanced loadingconditions. 2)This truss has been designed for the wind loads gnerated by 120 mph winds at 20 ft above ground level ` using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an £, e occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 - —, 3) Provide adequate drainage to prevent water ponding. r ATE 4) All plates are MI120 plates unless otherwise indicated. 4_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2123 Ib uplift `r Gl '�10RS�?� �4 at joint B and 2123 Ib uplift at joint J. ti 'l�Pf�r�iF�9tP!1!Ft)114�ir}4t'tt`t�� LOAD CASE(S) Standard September 9,2003 u5's Type - A604962 J55957 T07 ROOF TRUSS 2 T' (o tional) MiTek ndustries, Inc., hesterfield, M 6301 Ind ib� 1 i ek ndustries, Inc. ue Sep 09 0 age 1 -4-(J 6-10-8 12-11-4 19-0-0 23-6-0 28-0-0 34-0-12 40-1-8 47-0-0 4� 4-0 1-4-0 6-10-8 6-0-12 6-0-12 4-6-0 4-6-0 6-0-12 6-0-12 6-10-8 1-4-0 Scale = 1:86.1 4.00 12 5x10 M1120H = 3x6 =5x10 M1120H = F G H 4x6 � 3x6 3x6 4x6 E I 3x6 D J 3x6 Z�- ,n C K 7 cD Ln A B L M 2 - 6 4x10 = U T S R Q P 0 N 4x10 = O 2x4 II 3x6 = 5x6 WB= 3x8 = 3x6 = 2x4 II 3x8 = 5x6 WB— 6-10-8 12-11-4 19-0-0 28-0-0 , 34-0-12 40-1-8 1 47-0-0 6-10-8 6-0-12 6-0-12 9-0-0 6-0-12 6-0-12 6-10-8 Plate Offsets dqe , gel, dqe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.99 Q-R >564 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TQ -0.98 Q-R >572 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.91 Horz(TQ -0.31 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 2451b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.1D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. P-S 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, L=2044/0-3-8 Max Herz B=-264(load case 5) Max UpliftB=-2101(load case 2), L=-2101(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5277, C-D=-4512, D-E=-4458, E-F=-3730, F-G=-3508, G-H=-3508, H-1=-3730, I-J=-4458, J-K=-4512, K-L=-5277, L-M=22 BOT CHORD B-U=4935, T-U=4935, S-T=4231, R-S=4231, Q-R=3573, P-Q=4231, O-P=4231, N-0=4935, L-N=4935 WEBS C-U=206, C-T=-754, E-T=437, E-R=-906, F-R=855, G-R=-115, G-Q=-115, H-Q=855, -Q=-906, 1-0=437, K-0=-754, K-N=206 ��ti�4�1IQt�1Kur�yr� q rr, NOTES 1)This truss has been checked for unbalanced loading conditions. �� + ,� Vr" IF 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an CY Gt> to r� occupancy category II, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 't If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. SA`Cvs OF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2101 Ib uplift at joint B and 2101 Ib uplift at joint L. %�f r� 4k R LOAD CASE(S) Standard September 9,2003